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HomeMy WebLinkAboutSW6200402_1490 PERMITTING 04-01-20_4/22/2020�O �O BOND 50� RO ADS 0H0 QO « SITE 27 �; LIBERTY MEADOWS UBDIVISION OPMENT PLANS JOHN ONVILLE TOWNSHIP NORTH VICINITY MAP NOT TO SCALE - EXISTING UTILITY-0 WATER 1 , HARN ET REGIONAL WATER � W W W y y I 700 McKinney Parkway Lillington, North d arolina 27546,, ; W ;.�''' 910-893-757 �-/ Contact: Shane Cummings,-,PENNII y W W W W i y \ . f W Know what's below. Call before you dig. CIVIL ENGINEER 4D SITE SOLUTIONS, INC. 409 Chicago Drive - Suite 112 Fayetteville, North Carolina 28306 910-426-6777 Contact: Scott Brown, PE email: sbrown@4dsitesolutions.com R PINEVIEW, NORTH CAROLINA ETT COUNTY ♦ INDEX -Of DRAWO G1.0 - HARNETT COUNTY NOTE�'S / �\ C1.0 - EXISTING CONDITIONS C2.0-C2.4 - C3.0-C3.4 - 7-/ rn n_rn;n;_ SITE- GRADI EROSION W W � .v w�_ •ic L ' y / �y � --0 .y i ./- 4040 OWNER/DEVELOPER GALT LAND DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 910-988-9172 Contact: Shaun Gardner email: shaun@precisionpropertiesnc.com C6.0 - C6.1 - C6.2 - C6.3 - C6.4 - SITE & EROSION DETAILS EROSION DETAILS EROSION DETAILS WATER DETAILS STORM DETAILS SURVEYOR 4D SITE SOLUTIONS, INC. 409 Chicago Drive -Suite 112 Fayetteville, North Carolina 28306 910-426-6777 Contact: Jimmy Holland, PLS email: jholland@4dsitesolutions.com �•��oQ'••FEs'S %p '•� SEA _ • 02 10, 04- U 1-2U CARo 2o:'oFEss�o�•�y bL+•bl 2b 4Dsite solutions 04 civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com REVISIONS PROJECT NAME LIBERTY MEADOWS TAX I D# 9566-87-5399; 9566-88-5648; 9566-99-0966 NEAR PINEVIEW JOHNSONVILLE TOWNSHIP HARNETT COUNTY NORTH CAROLINA CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE SEE SHEETS DATE RELEASED APRIL 1, 2020 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 2019 HRW REQUIRED UTILITY NOTES (REVISION 7 - NOVEMBER 2019) WATER A. THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNETT REGIONAL WATER (HRW) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS: 1. MUELLER - SUPER CENTURION 250 A-423 MODEL WITH A 51/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE); 2. AMERICAN DARLING - MARK B-84-B MODEL WITH A 51/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE); 3. WATEROUS - PACER B-67-250 MODEL WITH A 51/" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUAL FOR STANDARDIZATION. B.FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL BECOME THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE MONITORED BY THE HRW UTILITY CONSTRUCTION INSPECTOR AND THE HARNETT COUNTY FIRE MARSHAL. C.THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDEQ "AUTHORIZATION TO CONSTRUCT" PERMIT TO THE UTILITY CONTRACTOR BEFORE THE CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE NCDEQ "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY - DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY (NCDEQ DEH, PWS) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT. D.THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT REGIONAL WATER (HRW) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HRW UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE WITH HRW FOR REGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HRW WHICH IS 8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HRW. E.THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HRW AND THE UTILITY CONTRACTOR WITH A SET OF NCDEQ APPROVED PLANS MARKED `RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE REGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET GRADING AND UTILITY CONSTRUCTION. F. THE UTILITY CONTRACTOR SHALL PROVIDE THE HRW UTILITY CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER SERVICES IN HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HRW AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. G.THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT REGIONAL WATER (HRW). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDEQ, DEH, PWS) AND ACCEPTED BY HRW. H. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE FLUSH WITH THE GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8" BELOW THE METER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK OR STONE. I. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL WATER LINES) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDEQ APPROVED PLANS. ALL CHANGE ORDERS MUST BE APPROVED BY HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS. J. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON -POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN THE POTABLE WATER MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE INSTALLED UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE INSTALLED WITH TWENTY-FOUR (24") INCHES OF VERTICAL SEPARATION AND WITH DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON -POTABLE WATER LINE SUCH AS SANITARY SEWER OR STORM SEWER LINES. IF THESE SEPARATIONS CANNOT BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE. BOTH THE POTABLE WATER MAIN AND THE NON -POTABLE WATER LINE MUST BE CAST IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLE WATER MAIN CROSSES THE NON -POTABLE WATER LINE. K.POTABLE WATER MAINS INSTALLED PARALLEL TO NON -POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM HORIZONTAL DISTANCE OF TEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER MAINS, SEWER LATERALS AND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS THAN FIVE (5) FEET. THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST TEN (10') FEET BEYOND THE POINT WHERE THE MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BE RE-ESTABLISHED. L. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE INSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT INSIDE THE RIGHT-OF-WAY AND AT LEAST THREE (3') TO FIVE (5) FEET FROM THE PROPERTY LINE BETWEEN THE LOTS. M. HRW REQUIRES THAT METER BOXES FOR 3/4" SERVICES SHALL BE 12" WIDE X 17" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH CAST IRON LIDS/COVERS. METER BOXES FOR 1 " SERVICES SHALL BE 17" WIDE X 21 " LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS. METER BOXES FOR 2" SERVICES SHALL BE 20" WIDE X 32" LONG ABS PLASTIC BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS. N. MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN (18") INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE BOTTOM OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS IF THE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN ACCORDANCE WITH THE HRW ESTABLISHED STANDARD SPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE METER VAULTS TO HRW PRIOR TO ORDERING THE CONCRETE VAULTS. 0. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT mv" WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - TWO (2") INCH SCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1" WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - THREE (3") INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE SHALL BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HRW. P.THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BE WITNESSED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR MUST NOTIFY HRW WHEN THEY ARE READY TO BEGIN FILLING IN LINES AND COORDINATE WITH HARNETT REGIONAL WATER TO WITNESS ALL PRESSURE TESTING. Q. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING SLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINE EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO THE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF ISOLATION BETWEEN HARNETT REGIONAL WATER'S EXISTING WATER MAINS AND THE NEW WATER LINE EXTENSIONS UNDER CONSTRUCTION. R.ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50 DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES MUST BE PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO INSTALLATION. S.ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT REGIONAL WATER. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THE HRW UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HRW LABORATORY. T. ALL FITTINGS LARGER THAN TWO (2") INCHES DIAMETER SHALL BE DUCTILE IRON. HRW REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS AS "MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT REGIONAL WATER FOR PIPE SIZES SMALLER THAN TWELVE INCHES (12") DIAMETER. PVC PIPE USED FOR WATER MAINS SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT COUNTY. U. HRW REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING. V.THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELD DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND ALL ASSOCIATED SERVICES. ALL CHANGE ORDERS MUST BE PRE -APPROVED BY HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS. W. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINE EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION. X.PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO HAVE A SIGNED NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR (800) 632-4949 TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE RELATED UTILITY COMPANY. Y.THE UTILITY CONTRACTOR SHALL PROVIDE HRW WITH AT LEAST ONE (1) FIRE HYDRANT WRENCH AND ONE (1) BREAK -AWAY FLANGE KIT FOR EVERY SUBDIVISION WITH FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED TO HRW BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR SHALL INSTALL A 4" X 4" CONCRETE VALVE MARKER AT THE EDGE OF THE RIGHT-OF-WAY TO IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. THE CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER OF THE VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKER. IN LIEU OF INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST INCLUDE THESE MEASUREMENTS IN THE AS -BUILT RECORD DRAWINGS SUBMITTED TO HRW. Z.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT REGIONAL WATER. HARNETT REGIONAL WATER WILL PROVIDE MAINTENANCE AND REPAIRS WHEN REQUESTED AND BILL THE DEVELOPER AND/OR UTILITY CONTRACTOR IF NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW WATER LINES AND ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE WATER LINES HAVE BEEN APPROVED BY NCDEQ AND ACCEPTED BY HRW. THE FINAL INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HRW UNTIL THE STREETS HAVE BEEN PAVED; THE RIGHTS -OF -WAY AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE. AA THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HRW. A COPY OF EACH ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HRW AS EACH SUCH INSPECTION IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR. WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HRW SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HRW INSPECTOR MUST BE PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HRW. ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH THE HRW INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE DEVELOPER'S ENGINEER OF RECORD AND THE HRW UTILITY CONSTRUCTION INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HRW EXCEEDS TWO, ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER. SITE NOTES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE REGULATIONS. EROSION CONTROL NOTES 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 910-433-3300 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ APPROVE THE ACTION PRIOR TO REMOVAL. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ACTIVITY. 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF CONSTRUCTION. 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS SEAN GARDNER. CONTACT 910-988-8172. GRADING NOTES 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. 7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. UTILITY NOTES 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS-BUILTS DURING THE CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION OF THE PROJECT. 2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK. 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE PROPOSED WORK AND SHALL COMPLY WITH ALL LOCAL STATE AND FEDERAL REGULATIONS 5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT. 6. MINIMUM SEPARATION BETWEEN SEWER STORM OR SANITARY AND WATER LINES SHALL BE 10 HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM SEWER SHALL BE 24" UNLESS NOTED OTHERWISE. 7. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH HCDPU AND NCDEQ TECHNICAL SPECIFICATIONS. 8. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE INSTALLATION. 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN ADVANCE OF ALL TESTING. 10. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION. 11. ALL ELEVATIONS ARE IN NAVD 88 DATUM. CONSTRUCTION SEQUENCE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE -CONSTRUCTION CONFERENCE. 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, TEMPORARY SEDIMENT BASINS & TEMPORARY SKIMMER BASINS WHERE SPECIFIED. 3. CLEAR AND GRUB THE SITE AS NEEDED. 4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN GRASSED. 5. INSTALL TEMPORARY CHECK DAMS 6. INSTALL UTILITIES. 7. PERFORM FINE GRADING. 8. INSTALL AND PREPARE BASE COURSE. 9. PAVE ROADWAYS 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 11. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY MEASURES. 12. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com ``y`IICARO .0�FESS /O •.•�� • Q SEA ��•' • 02 � '•• G I NE••. � �� �COTT••�� z1///11111111�� 0y01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS PROJECT NOTES CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE SEE SHEETS DATE RELEASED APRIL 1, 2020 SHEET NUMBER G-1 00 VICINITY MAP NOT TO SCALE LEGEND: EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR ERSO ERS-EXISTING RAILROAD SPIKE o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - oPL - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS TREE LINE SUITABLE SOILS +aa - - 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR x 27847'SPOT ELEVATION NOTES: 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 2. COMBINED SCALE FACTOR: 0.99987305 LOCALIZATION POINT N: 566,614.827 E: 1,968,747.382 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS MAP. 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THIS SURVEY. 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, EASEMENTS, CEMETERIES, AND FLOOD AREAS. 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. 8. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE" ACCORDING TO MAP# 3710956600J OF THE FLOOD INSURANCE RATE, DATED OCTOBER 3, 2006. AREA: (BY COORDINATE COMPUTATION) 4,901,765 SF (112.53 AC) PIN : 9566-87-5399.000, 9566-88-5648.000 & 9566-99-0966.000 ZONING: RA-20R 35' FRONT 10' SIDE 25' REAR SOURCE OF TITLE DB 3703, PG 854 PB 2012, PG 549 PB 2013, PG 370 HARNETT COUNTY REGISTER OF DEEDS PP BENCHMARK I UTILITY POLE C• GUY WIRE 0 ASPHALT WETLANDS 0 SUITABLE SEPTIC SOILS I I 1 � I 1 NO2'05'59"E2>� / 30.72' EIP � 2�S TB M 4D DISK #1 N 566,614.827 E 1,968,747.382 ELEV 296.74 Q- NC GRID NAD 83 (2011) NAVD 88 N 35'43' 00"W II 10 46.39' �L \ N/F TIMOTHY B. MCNEILL & V LADONNA C. MCNEILL DB 2568, PG 125 PB 2004, PG 109 i%2 ` AREA ( N/F 1 JUSTINA DEL CARMEN GARCIA_� DB 3647, PG 758 -�_ o0 �g PB 2013, PG 370 - \ �00 z I \ i EXISTING POND 1" EIP loll 3 N/F LYONS INVESTMENT II, LLC DB , PG 73 20133 � PB 2013, PG 370 1 N/F \ GWENDOLYN C. MATTHEWS \� DB 1068, PG 661 N/F KIMBERLY C. GARNER DB 1068, PG 657 I I II II II II II II II T3/4 I - I ERB \3 I IN/F SHAWN E. CRUTCHFIELD I I DB 1441, PG 536 PB 2000, PG 438 I 3/4 N/F SHELTON L. CRUTCHFIELD, SR. DB 1441, PG 534 PB 2000, PG 438 N/F TON LEE CRUTCHFIELD, JR. DB 1626, PG 954 PB 2000, PG 438 4� S A m NC GRID NAD 83 (2011) O y O� sN 3/4" s326, `YV I/ '288 '. _V N'/fW W ^ ^� Qv W �v W �Y O Y ss� S16•3 858CIV ? ��� I�i ` c, v w w o `� _ -� o v v v w 3/4" l S16'38'58"W ERB ass ` yes o 2gs 2 ♦ Q w a ERS 5 8 38.56'288 ERB �� ♦, I EIP o �. w yV IV 00 00 EIP N/F - M W V , % 290 y + d 41 441 ANN L. DIGIORGIO 294 Q �) 4�10 / 2a0 ,, 'k 'k 'k DB 1633, PG 520 �' / N 270 N N /F l .l .l l PB 2002, PG 567 i><1 `l' 29p � N F � � �' .v 292 � � GALT LAND DEVELOPMENT, LLC W 6 GALT LAND DEVELOPMENT, LLC y � 11, 1116 W W TRACT 3A OF - i � o �� 2a TRACT 1 OF 10G*�'ter-- too Z 30p W W DB 3703, PG 854 `9s in 292 293 / �� - o DB 3703, PG 854 I PB 2012, PG 549 _ 2a9 y v v v v v v v y s V N79'58'13"W 3 4' ow h w W � - _ z90 p 10.84' RB �oN o _ W - �ti 70� z I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. LAND SURVEYOR - L-4571 I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK SHOWN PAGE HEREON OR OTHER REFERENCE SOURCE _________________); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN BOOK PAGE _____ OR OTHER REFERENCE SOURCE _____________ _• THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND AND SEAL THIS i DAY OF APP-IL, 2020. L'vc L-4'. PROFESSIO AL LAND SURVEYOR - L-4571 -NX�\%J1111111//,� � o'i. ••CARp� �i' FESS /0 •. �i N /F =,QQ� �< JOHNNIE CHALMERS & WIFE, AL ; _ PARTHUNIA CHALMERS TRACT 1 OF i 457 - DB 338, PG 283 i 111111 bL+.b l •20 I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS PERFORMED ON AUGUST 1, 2019 USING TWO TRIMBLE 5700 RECEIVERS. PROFESSIO AL LAND SURVEYOR - L-4571 JOHNNIE J. CHALMERS TRACT 1 OF DB 891, PG 33 I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND SEAL THIS I DAY OF APP-IL, A.D., 2020. PROFESSIO AL LAND SURVEYOR - L-4571 1 1 /z" LIP 21 EIP EXISTING POST o 0 N/F CATHY CAGLE CALLAHAN DB 2153, PG 580 N/F PAUL G. McLEOD & JOHN D. McLEOD DB 688, PG 213 z �r0 EIP \ I N/F JUSTIN EDWARD MASSA DB 3659, PG 23 IPB 2019, PG 21 GRAPHIC SCALE 150 0 75 150 300 600 ( IN FEET ) 1 inch = 150 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com "011111I11/N�, CAR =p 40 /0 •.• �L G Q� `9 �'�: � �• S URv`• �<G R bL+•bl .Zb REVISIONS PROJECT NAME LIBERTY MEADOWS EXISTING CONDITIONS CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION SURVEYED BY: AL DRAWN BY: SEAN CHECKED BY: JIMMY PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=150' DATE SURVEYED SEPTEMBER 27, 2019 SHEET NUMBER C-1 no VICINITY MAP NOT TO SCALE LEGEND: EIP 00 EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR ERSO ERS—EXISTING RAILROAD SPIKE o COMPUTED POINT N/F — NOW OR FORMERLY R/W — RIGHT OF WAY PROPERTY LINE — °PL — — — OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT—OF—WAY —SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS TREE LINE SUITABLE SOILS loo YF 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR X 278.47SPOT ELEVATION I BENCHMARK PP UTILITY POLE C• GUY WIRE 0 ASPHALT WETLANDS I 0 SUITABLE SEPTIC SOILS I SITE DATA OWNER MAILING ADDRESS CITY, STATE DEVELOPER MAILING ADDRESS CITY, STATE PIN NUMBER TOWNSHIP TOTAL SITE ACREAGE ACREAGE TO BE DEVELOPED ZONING EXISTING USE PROPOSED USE LAND USE CLASSIFICATION DISTURBED/DENUDED AREA TOTAL NUMBER OF LOTS GALT LAND DEVELOPMENT, LLC 256 BRIAR HILL ROAD RAEFORD, NC 28376 GALT LAND DEVELOPMENT, LLC 256 BRIAR HILL ROAD RAEFORD, NC 28376 9566-87-5399.000, 9566-88-5648.000 & 9566-99-0966.000 JOHNSONVILLE 112.53 AC 112.53 AC RA-20R UNIMPROVED SINGLE FAMILY RESIDENTIAL SUBDIVISION LOW DENSITY RESIDENTIAL 24.1 AC 90 SETBACKS REQUIRED: 35 FT FRONT 10 FT SIDE 25 FT REAR I I I II I I 4° s IIm II NC GRID NAD 83 (2011) p SNo. y \ N/F I I TIMOTHY B. MCNEILL & WIFE, N/F LADONNA C. MCNEILL GWENDOLYN C. MATTHEWS I I DB 2568, PG 125 DB 1068, PG 661 0 PB 2004, PG 109 A J A ERB N/F I \\ I KIMBERLY C. GARNER 1ao YF o DB 1068, PG 657 I 3 \ foo yF^/'Oo '�' / �, a I I N/F 0 1„ \°o goo yF ❑ SHAWN E. CRUTCHFIELD DB 1441, PG 536 /yLV" IP \� I I I PB 2000, PG 438 100 YF � foo \ `o .100 yp OVERLAP,,--,., f� 2 .`I AREAI t C'oo yr 'LF� 04 ERB / ( N/F 1 JUSTINA DEL CARMEN GARCIA ` DB 3647, PG 758 �g PB 2013, PG 370 111 � I \ ' I O 1" EIP loll / I N/F LYONS INVESTMENT II, LLC DB 3185, PG 773 \ PB 2013, PG 370 1 / I / I / / EIP -d ( ( ♦ 1 W Ld /( ( ( ( �J UU � 1 U� SO �( ( ( ( _j ma Doti / °pC RFFT I Of _C)g� i / \ i- \ & \ u) LLJ ■ 2"■ FLAT E —' SAM ADAMS DRIVE 50 R/W — PUBLIC STREET & I __ -- UTILITY ACCESS �( ( t I N/F ( \ SHELTON L. CRUTCHFIELD, SR. I I I DB 1441, PG 534 1I ( PB 2000, PG 438 101, 0 II II / 3/4, — �� ERB $ — RUSH LANE 50' R/W — PUBLIC STREET & -)3i� \--"° • UTILITY ACCESS —` � N\ (p i E" ,./� •' I OVERLAP �oO \ N/F / 03 0 0 AREA SHELTON LEE CRUTCHFIELD, JR. O 2 I / DB 1626, PG 954 N J)� 1 PB 2000, PG 438 I I13 0 100 yp 1" EIP — ---- C HANCOCK COURT BREWSTER COURT ( 50' R/W — PUBLIC STREET & R/W — PUBLIC STREET & I ADO � UTILITY ACCESS UTILITY ACCESS �`. N ' " ( _ 4` / IT 1( ■ F �E E ( ( ( ( ( ( ( 1 1 /2" / - ♦ — ( ( I \�\`\// �I EQU)w/ f( I E EE EE E E (E E (E E (E E (E E ( N/F L) ♦ PAUL G. McLEOD & n ( F i9rHL B688, PG213( / i 3/4„ / ERB i i ERS 5/8 ERB �r 1 oar �r ♦ ♦ \ / I / II o ERB 3 Of I (` (� \ / 1 I ( fry ( ( ( ( ( ( ( E E i 100 ( ( ( ( ( ( E E LO v I 1 ♦ %� ( \ \ t� E / / II / r ♦ ( ( ( ( ( ( ( E E EIP f\ 1 / I\ ANN L. DIGIORGIO ( \ ( ( ( i DB 1633, PG 520 , le PB 2002, PG 567 ( ` �♦ \ /� ( ( (I ' \/$C'0 I E 1( E E E E ( E _ v8 ES \ . J ' C E�" �,/ E E E ( < < foo` ` �: ' o �/ 100 E to I E ( ( ( ( ( ( ( ( E E E E E ERB 01 ( ( — ( E E ( / ( E E ♦ ( ( < 1" EIP SITE NOTES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER FEDERAL ADA AND LOCAL REQUIREMENTS. 5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF —SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE REGULATIONS. N/F JOHNNIE J. CHALMERS DB 752, PG 328 ROAD NAME TOTAL LENGTH SOLOMON DRIVE 3,008.85 FT WOLCOTT COURT 404.25 FT MELVILL LANE 456.65 FT EDES COURT 920.08 FT HANCOCK COURT 245.00 FT BREWSTER COURT 200.00 FT RUSH LANE 664.30 FT SEARS DRIVE 997.00 FT SAM ADAMS DRIVE 630.90 FT TOTAL 7,527.03 FT SEWAGE TREATMENT FOR THE DEVELOPMENT WILL BE BY PRIVATE SEPTIC SYSTEMS ON EACH LOT. PUBLIC SEWER IS NOT AVAILABLE. EIP ( E (I ( ( ( E E E ERB ( ( E E ` •��( ( ( \ ( E /yam � 3 O E E (� _41 ( E E E El O ( E E ( ( I ( ( 1 1 ( ( ( I ' 1" EIP ( (I 1 1 ��� (PINCHED) ` �(� E t ( ♦ 1( E ( ( I'( ( ( E ( ' ( (1 1 E E E ( ( E ( ( ( ( ( ( ( ( ()OPIL 100 YFE (E E❑ — — E-- OPL � —( — ObL — EP�t E f f 100C E EN/F 1 " — r JOHNNIE CHALMERS & WIFE, EIP / E E —'r '•F( _ ( PARTHUNIA CHALMERS TRACT 1 OF � � ♦E � j ht, lk DB 338, PG 283 i i 1°o i I N/F JOHNNIE J. CHALMERS TRACT 1 OF DB 891, PG 33 1 1 /z" LIP O 2 EXISTING EIP 0 0 1 1 /2 EIP 1" ` EIP \ 1' EIP 100 yF N/F JUSTIN EDWARD MASSA N/F DB 3659, PG 23 CATHY CAGLE CALLAHAN I PB 2019, PG 21 DB 2153, PG 580 GRAPHIC SCALE 150 0 75 150 300 600 ( IN FEET ) 1 inch = 150 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com `````Xy\ CAR, z �Q �FESS / , - - sF•::' suR�: �z��i•iiS\\\� bL+ •b l lb REVISIONS PROJECT NAME LIBERTY MEADOWS OVERALL SITE PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=150' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-200 / 1 CURVE TABLE CURVE TABLE / / / ■ CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD / I Cl 200.67 958.73 N41°58'30"W 200.31 C114 38.66 25.00 N84°03'02"E 34.92 / / 40 ■ ■ C2 68.71 958.73 N50°01'29"W 68.70 C115 66.93 255.00 N59°10'05"W 66.74 / / S' C3 81.44 958.73 N54°30'41 "W 81.41 C116 100.65 255.00 N77°59'43"W 100.00 / / tr I NO2°05'59"E / C4 97.50 958.73 N59°51'30"W 97.46 C117 77.32 50.00 S46°23'54"W 69.84 / 30.72 EIP NC GRID NAD 83 (2011) p C5 151.25 958.73 N67°17'29"W 151.09 C118 141.31 50.00 S78°51'58"E 98.76 / y � 1 163.74' 113.30' NO2°05'59"E 927.53' TOTAL EASEMENT S�O� C6 38.00 25.00 S13°24'06"E 34.45 C119 30.77 25.00 N55°25'57"E 28.87 / / / 113.30' 219.70, 2 ■ C7 39.27 25.00 S75°08'30"W 35.36 C120 134.73 205.00 N70°28'32"W 132.31 / ♦ ♦ E 70.02' E E 247 48' v FLAT BARN ♦ E E C8 102.37 414.67 S66°55'50"E 102.11 C121 38.66 25.00 N07°20'50"W 34.92 / o iq r0 / r O I , E E E E E, 4 O E E■ C9 133.31 414.67 S83°12'45"E 132.74 C122 75.62 2025.00 S35°53'04"W 75.61 d / ♦ ;n cD ik ♦uO E E C10 85.25 414.67 N81°41'16"E 85.10 C123 165.15 2025.00 S32°28'41"W 165.11 2 gOFFETREETSCAPE ♦E E E E E z 85 E E C11 19.39 25.00 S81°59'05"E 18.91 C124 38.00 25.00 N73°41'06"E 34.45 F E E E F_ _o E ' ' E E E E E ' / \ 23,695 SF - o ■ E E♦ C12 39.17 50.00 S82°12'27"E 38.17 / / / / / j • / i� �C,7 (0.54 AC) / 90 E E E E E ♦ x E C13 40.00 50.00 N52°26'02"E 38.94 / 28,281 SF / ��" / / ,E F E E E E / / / o \ A ♦E E, C14 40.00 50.00 N06°35'50"E 38.94 / 0.65 AC h, hM / ♦ E E F E E E / j � ♦ F E♦ / ( ) /� �. � v v v v v v v v y � E E E E E E � �V / � ` � E ♦ C15 53.09 50.00 N46°44'22"W 50.63 / �� rV�/ �� / ♦� E E E E E E E I S00°41'49"W I E E C16 68.70 50.00 S63°28'51 "W 63.42 / 11^ Qi / E E E E E E E I I n 200.00'- ■ E C17 23.02 25.00 S50°29'35"W 22.21 h h R30� \ / /h°j �o�' Mh o`O 1 E E E E E E E F■ \ I I E E 11 C18 90.53 364.67 S83°58'44"W 90.30 moo �o j Q \ \ 89 !E F L L E E E \ \ I - I E E / \ ■ C19 184.90 364.67 N74°23'01"W 182.92 / x \ / 27,716 SF / � \ �p �p, ♦,F E F E ♦♦ `\ I\I o IIo I II '0 1♦� E! EE E R35' Oo S14°51'30"E (0.64 AC) E E E oI o E E E C20 39.27 25.00 1 0 20,000 SF /E E E _j a E p010' UTILITY (0.46 AC)C21 160.46 1975.00 N32°28'09"E 160.41 o / R30 EASEMENT o E E E � 0C22 100.08 1975.00 N36°14'54"E 100.07 83,920 SF 0C;Ld y� C_ E (1.93 AC) E E E E o E C23 100.02 1975.00 N39°09'03"E 100.01 Ld EE EEE �■ 33,042 SF I~ W t- Elf 0 v 00 I I " _j S004149WE E E (0,76 AC) ♦♦ ♦ a Z n cNn o C24 100.21 1975.00 N42°03'19"E 100.20 Nap\ E E E F N 200.00' joJp0°° maC25 100.67 1975.00 N44°58'09"E 100.66 OQ`O `0` r ■ E EE'E E ■ _ ■ 0 \ E E E E E E E E E E E E E E • I�IN Jar 001 F C26 41.44 1975.00 N47°01'49°E 41.44 Q� rO / y \�2j�� \ �� N3��. \ , of ~ _ 0000 G / \ \ \\ 0p8�` / E E E E E E E E E E Ewoo♦♦� I N W I C ZI zy N C27 208.71 255.00 N24°11'04"E 202.93 �� / / �� 30F �_ \ ♦ E E E E E E E E E-�� ♦ ♦ 'v3 ° 13 �� zI o 83 E r ^� /' �� \ O / 30' STREETSCAPE \ n� R35\ Sp, 5��� 3905 \ \ ♦ E E E E E E F E�• ♦ ■ 53„E 133.72 QRstBs I i oc I o O o ■ C109 168.10 205.00 S12°44'52"W 163.43 �_ > �1 R S ♦ 29 t 0 2 0 �� BUFFER ply Oiy/ Tp�� / \ ,E E E E E E E ♦ 512 00 F N00°41'49°E 20,000 SF o ■ E♦ C110 40.76 205.00 S41 °56'07"W 40.69 / EIP l _ (�� ` p�0,� \\ Tq< �00 \ ♦ E E E E E E i_�_Z i I (0.46 AC) R35 \Y </ R/' C111 72.08 2025.00 N46°36'42"E 72.08 xx` / \q\�, c S V�`�� `\ E E E E E I F� 1 x x x E ■ C112 96.97 2025.00 S44°13'13"W 96.96 / ^h / ��\ 23,738 SF x / / / / �20 CFSs�FFT \ ` \ / E E E E E E y ff), I 20' i I E ci�C113 109.53 2025.00 S41 °17'56"W 109.52 �� ��� ^� / G / (0.54 AC) i< / \ / // ` \��\ E E E E E 1 / I i S00°41'49"W E / / / x_CV \ E� 9p E • • •�j� 87 / I 200.00' F ` ■ /cam/ � / / \ � • � •SS'\ 1 � � / / / / / ` •F ��` � � ( 23,676 SF� / \ 3 •� E �� \' •• S1SSg50„ \ i / / t i/ �E E E E ■ E■ / 8\` E 10' UTILF�2 ` \ \ o � 188 �9\ 086EASEMENT A\ ♦♦E E E .01 ■ E O� E E E E E - / / \ E \ \ \ \ / 86 v/ / / / 24,510 SF ` ■ / ��� p� �p E E E E E E • I. / / ♦� E oa/E \ \ C \ O / ' / / (0.56 AC) ♦ E E ♦ ■ E E •t♦ 1 /v / 00000 E E E E E \ \ 3 \ \ ' O 20,956 SF / / / / 7 ♦ E ♦ D E E O E ��♦ F E Ir / ♦♦� E E E E E E E E♦ \ \ \ �` / / / / p ♦ ■ .T1 pp ♦ E E E E 40,093 SF E E' ♦ 1 E E E E E E E E E ■ \\ \ \ / i / S� '\�` ♦ r Oo ♦ E E E E E E •♦ E ■ ♦ 1_ ♦ E E E E E E E E E \ \ \� \ / / / 43j26" \ Z ` E E E (0.92 AC) E E E ■ , ♦ E � ♦ E E E E E E E E \ C%% \ \ ^ \ / /� ^� / 17S 00, W op0 I fTl lbIro / E E E E E ■ 1 ♦ I E E E E E E E E E E ♦ \ O \ / / % / V/ tK . OS6 ■ ♦ E E E ♦� E' U E E E :• E E E E E E \ \\ \22 / ��!�� 165,664 SF m N16°38'58"E � � • • i� E ■ I� E E • � F E E E ` MAIL KIOSK ` \ ` \ �h` j j (3.80 AC) I = t 38.56' 01 ERB N I ♦ I I-, ��f■ ♦ • 111E 88.08, E E E E E • 5'X13' CONC PAD \ \\ \\ / ,ya ■ M / 16 38 58 E 1 ■ I S01 °05'28"W S07°32 5 F E E E ! ■ 9'3 26 • !� I 47.28' E Oro- NO2*25'21"W 129.73' o I \ Q E E \ C' � \\ � 26,392 SF / O � S ■ N I I I ♦ E 102,979 SF, �a1�\\ (0.61 AC) 3/a" o� i ERB -� O c� I �� ♦ (2.36 AC) E �a 1 \ \ R35 O E E E O O o T'nr C. 6 E E E�\10 n N 0 O E E E /� \ \\ \ \ O �pj ♦ I N _) C 28,494 SF ' X \ \\ ♦ 80 y ■ I 1 m �I (0.65 AC) • E E E E \ C23 \\ \ C,\ l ■ E E _ � v AV �� O 21,693 SF O 'p m: SITE NOTES iO E E E • . / / \ �� \\\ �� \ (0.50 AC) 2 h■ 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE o) \ `� IE E E E ■ 20,323 SF \ \ \ \ \ / O XX 'l■ to 23,531 SF ) to \ BENCHMARK AND MUST BE VERIFIED BY THE GENERAL o v R35' ♦ s 0.47 AC / \ \ \ \ o, / ■ CONTRACTOR. co (0.54 AC) � : E E E ' ( ) K O \\ \ 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE \st 3 E E E F■ I , EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO E I I I N ^�• E E ♦ / \ ♦` \\ \\ \ i'�i 5� j CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CO. > \ \ / 1" CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO 1 R35' 1 \ , r E E I� \ \\ \ \ \ EIP ■ VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL 1 I `j j 1z E E E E I - /�� ��/ 31,738 SF X \ \ \ DAMAGE INCURRED TO EXISTING UTILITIES DURING I O RSO" 2 E E E E ■ �� 0` (0.73 AC) / \ �♦ \ \\ ��>> \ O 79 CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL x , M1 • ■ \ CONTRACTOR'S EXPENSE. 1" , 250'32•E • E E E I / \ �\ \\ \ \ 20,435 SF ■ 52'E 0 \ ♦ \ ■ 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. r° / S1q°\n�� / / `L \ ♦ \ ( ) / 4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL 3$ 120•00' E E E E01) 0.47 AC 00 �68E E E E INo' BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER FEDERAL ADA AND LOCAL REQUIREMENTS. to _ \ / E E E E • / / / / . \\� \ \ tK 5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS rn C14 E E E E E \\ \\ �` \ \ `lb ■ OTHERWISE NOTED. u - �v ■ 6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN _ - , F E E E X 33,233 SF N � / ACCORDANCE WITH STATE AND LOCAL LAWS AND n�°, E E E E +• _ / (0.76 AC) \C�S�� \\ \\ C`�J �� REGULATIONS. ;0 - _ I oo 7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER a , W, � E E E E E �, / \ \ ` \\ � ♦,E ■ HARNETT COUNTY AND STATE REGULATIONS. / i 5 E E E E w _ / \ \ ♦ E ■ • _ E E E E E • 10 \ \\ \ / E E o ■ ♦ \ \ \ / \ 20.513ACF o ili E E E E E /�� �o / 24A,808 SF \ \ �'�� ♦ E E E x 0I E E E E E El o `�\ / (0.57 AC) C, \ \-,0 \ E E E ■ X 31,042 SF / cr; E E E E E I / / \6 \\ \� \ �E E E E X (0 71 AC) LEGEND: m ( 4 � -\ • E E E E E <_ - _ /o, \ \ ' ■ E E E EIP M I 47 O ♦ D / O \ ■ OO EIP-EXISTING IRON PIPE o °N M �- P: E E E E E I p`a ♦ \ JAI E E E♦ ERe w coo ^25,131 SF / ` �/ / ♦ �� ■Co �0 ERS0 ERB-EXISTING REBAR /� `� (0.58 AC) \ \ E E E E E E � rye \ \\ \ c1os� 00 ERS-EXISTING RAILROAD SPIKE ♦ E E E E E E ` - / o COMPUTED POINT E E E E E E r iillj 5 29,108 SF \ N/F - NOW OR FORMERLY / \ �� , E E E E E o I _ _ p / (0.67 AC) ____ ■ R/W - RIGHT OF WAY �` 1n° �♦ E E E F :♦o PROPERTY LINE E E / / \ \ --�� - OPT - - - OLD PROPERTY LINE S 1 •� E E E E E ADJACENT PROPERTY LINE 5� 5 ' k E E F E E ♦ ,\ / / / 10' UTILITY - _ _ ■ -- RIGHT-OF-WAY 3/4' �6 ♦ ♦ EASEMENT --- -SETBACK LINE ERe N79°58'13"W .0 E E E E E E� O - - 10.84' �rL� • WA_ E E E E E ♦ O L Z/ \ \ N89°15'45"W SD STORM DRAINAGE 0 103.49' 171 51' �• E E E E E <-,,000 55.00' w WATER LINE 1..I I I 1274.10' // OVERHEAD UTILITY EIP 125.21 125.21' WETLANDS TREE LINE SUITABLE SOILS SHEET KEY C2.4 1aa Y 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR x 278.47' SPOT ELEVATION BENCHMARK PPS UTILITY POLE C2.1 C2.2 C2.3 C• GUY WIRE 0 ASPHALT WETLANDS = SUITABLE SEPTIC SOILS N /F JOHNNIE J. CHALMERS DB 752, PG 328 S01 °25'32"W 1139.21' TOTAL 339.69' 3/4"■ EIP I GRAPHIC SCALE 50 0 25 50 100 200 ■ ■ I ( IN FEET ) ■ 1 inch = 50 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com `````Xy\ CAR, z i Q` ......... � / /v 2Q tj� �.S S /Q '•� 2 �i • ����i•iiS��� bL+ •b l lb REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED SITE PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-201 LEGEND: EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR ERSO ERS-EXISTING RAILROAD SPIKE 0 COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - 0PL - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS TREE LINE SUITABLE SOILS 1aa Y 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR x 278.47'SPOT ELEVATION BENCHMARK PP UTILITY POLE C• GUY WIRE ASPHALT 0 WETLANDS = SUITABLE SEPTIC SOILS 50 CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C28 51.10 255.00 N05°00'11"W 51.01 C29 174.34 625.00 N18°44'06"W 173.78 C30 104.00 625.00 N31°29'35"W 103.88 C31 171.36 625.00 N44°06'53"W 170.82 C32 37.34 25.00 S09°10'30"E 33.97 C33 45.13 425.00 N30°34'37"E 45.11 C34 100.23 425.00 N20°46'43"E 100.00 C35 100.73 425.00 N07'13'56"E 100.50 C36 100.23 425.00 N06°18'51"W 100.00 C37 59.27 425.00 N17°03'57"W 59.22 C46 121.53 375.00 S02°39'07"E 121.00 C47 176.63 375.00 S20°07'32"W 175.00 C48 37.34 25.00 N76°24'48"E 33.97 C49 82.83 625.00 N64°35'22"W 82.77 C50 100.11 625.00 N72°58'29"W 100.00 C51 125.21 625.00 N83°18'09"W 125.00 C52 39.02 25.00 S44°19'39"E 35.18 C53 21.03 25.00 S24°28'54"W 20.41 C54 70.65 50.00 N08°05'59"E 64.91 C55 40.00 50.00 N55°17'43"W 38.94 C56 30.90 50.00 S84°05'03"W 30.41 C57 99.65 50.00 S09°17'22"W 83.95 C58 21.03 25.00 N23°42'29"W 20.41 C59 39.27 25.00 N45°23'12"E 35.36 C96 39.27 25.00 N44°36'48"W 35.36 C97 21.03 25.00 N24°28'54"E 20.41 C98 42.05 50.00 S24°28'54"W 40.82 C99 50.46 50.00 S28°31'28"E 48.35 C100 50.48 50.00 S86°21'36"E 48.37 C101 98.19 50.00 N08°27'23"E 83.16 C102 21.03 25.00 N23°42'29"W 20.41 C103 39.56 25.00 S45'43'28"W 35.56 C104 108.64 575.00 S83°31'29"E 108.48 C105 125.25 575.00 S71 °52'18"E 125.00 C106 125.25 575.00 S59°23'29"E 125.00 C107 261.30 575.00 S40°07'57"E 259.06 C108 164.28 575.00 S18°55'44"E 163.72 SITE NOTES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER FEDERAL ADA AND LOCAL REQUIREMENTS. 5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE REGULATIONS. GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. ■ ■ ■ ■ ■ - ■ N00°23'12"E 115.00' N00°23'12"E 105.00' I W 2EA.61' --- --- ---- - Npg°26' 09 ■ FLAT BAR x 1 _ I 1 1 ♦+ MATCH LINE SEE SHEET C-2.4 F- �� I o 1 1 I S00°23'12"W 137.73'�IIIIIIIIIIIIII S00°23'12"W 173.04' C w I of 1 o \ w Q Uri I 1 1 o 00 Ld 0 U-j w0_ �MN oo^ CD lI0 70 �lI 1i I I CII ' LO ow � � I N00 22,211 SF I a ao 30,288 SF 0 3 23o) (0.70 AC) z 20,866 SF z33 00 00 v00i _ 2873 2F� (0.48 AC) I I I I 20,478 SF r 23,065 SF ICT)I (0.47 AC) rn (0.53 AC) > 00 ZI z / �, I I 1 1 z i I 10' UTILITY I I \ EASEMENT ♦ \ \ G 9� 1 �9 \ I 1 1 I 10 UTILITY / C57 \ I ♦ / / i 1 EASEMENT ro 2 C N ---------- j ��� C9> 59.10' - --80.00' _ �'R35 / __ __ W W y ♦� �Xj N00°23'12"E 139.10' TOTAL T j \\ 3 �_ S00°23'12"W 94.10 ` N23 `y o 28,020 SF o % Rso, ------ HANCOCK COURT ---------- �'------- - - - �� ����s • s o 64 AC BREWSTER COURT 4�) s A m NC GRID NAD 83 (2011) 0 y o� S� ♦ o R35' Irn �0- ♦ y ( ) I v R35' 50' R/W - PUBLIC STREET & w 50' R/W - PUBLIC STREET & I �00 \ �� UTILITY ACCESS _ _____,�\ -_-_-_ ___ UTILITY ACCESS - RSO, v v w 60,243 SF l l l l / R35' N00°23'12"E 139.06' /R35 iiiiiiii�l■ ■� ■ ��j ♦.�_W■ W ■ R35 / _S00°23'12'_W 94.13_ - R35' ■ ■ \ 0E \\---�� G�02 - - - - - - - ��%: \` / /h`1- N11'4T11"E 2500 W■ ♦ W 1 \ G ` 0' �' ■ ♦ w I 1 I 1 \ •ti5 DRAINAGEEA DRAINAGE o0EASEMENT It 0 1 1 31 EASEMENT ■ .l y y y� �0) rn 75 I I I \� �s "\ 21,190 SF ��� ■ ♦ ■ In 20,730 SF 1 I ��° (0.49 AC) F, ■ (0.48 AC) it I 1- ■ w w .l ` - O` I Iv 20,331 SF M r i \ �' ♦y ■ ■ y ♦ 23,991 SF 1 I (0.47 AC) /r\ � 30 \ ■ w w w .l.♦2 - (0.55 AC) N1 51 3� „� � 1 co`� • ♦ :J� N w o+� 18 E404 1 1 I K 20,729 SF »E 138.71 •000 I _ / 4.69, 1 I (0.48 AC) S10'33 01 l 0000 ■ � .v � OS5 ■ ■ Y Y Y Y �: '� Jc LLI t^ %K CO. 0 60,243 SF = I . �O. CDi 1 _j co in w y u (1.38 AC) ■ ` �v l / 0 118.8 ) ao� w ■ v v v v �tK 20,237 SF / / / < , _ , zv + I ♦ • ■ 26' 2" �y W � 0 (0.46 AC) � / 200. 8j•2 0.22 � � � w �00 0' v 1„w 9 ♦ ♦ ♦ ♦ ■ \ / 2 V �\ a 1 ♦ w w 21,347 SF I �♦ P o 77 \ / / / l �c (0.49 AC) ^AD v OOS6 o \ 22,219 SF ♦ o 0.51 AC 165,664 SF ♦� W � �i � / / � / / / N2136� ry y W I (3.80 AC) ♦ ,L / \ 1> SO'F \ 1i ■ \ 3\ 20' DRAINAGE / / / / ��'/ S00, L �♦ ■ ♦ 22 OS EASEMENT41 SO .6F' Y / / / / / \ � �� _ \O N0040'37"E 106.58' N05°06 00 E ° ♦� W W � � / �. / � 70.00' SHEET KEY / / /W W / / N66°00'51"W - / / 1 1� 27 / 30.00' 1.w I / / �R35 1� �- I I 20,124 SF (0.46 AC) ,y ♦ - 28,945 SF - / / �\ �� \ ti� o /00 j i R35 ��\ \�\ �;>09\ / 26 25 cn O 3 O C32 �`� SO ,Q 4%, �3 22,671 SF I N 'b W W W W w / % %� �� ily �`S�\ 3 \ < (0.52 AC) ,cr r; I 20,083 SF w w w w w w.? ♦ °�' / �� / / �� 4.,> \(/Tj� A CO ` \ \ (0.46 AC) ♦ w w w w w' .04 // j j \ `09 �qCC� ♦ v v 41 v 01 `� �Fj I v v v w w • I / / G�/ Q� TOT \� Zz _ o / q J 10' UTILITY Or 'e,0\1�/ \ EASEMENT - W w � v: / ! �1�J�\/ �/ / / 13 \ C . \�� \��� \ - - - - _ t► / i O C46 _ _ _ oftft ■ C2.1 / 21,214 SF �'� _ ��� • • �• ■ ■ w w w .l. w w w w ♦ ♦ / / / � / j / � (0.49 AC) 0000 - y ■ ■ %/ i x /�`� xXXX,--------- / C37 .N21-03'40"W ��/ ti3 \ / 14 > ��- �� 40.84' i 3• C35 C36 / 3t>l '1� / 21,639 SF G1p8/ i i G / 4z i (0.50 AC) �" / �� f C286 _ / \ .l w w IV w w w w w � 6' ham' N89°15'45"W Z6, w w w w y w w w w �• ,�v /, . 55.00' 3/4' / W W W W y W W W W W W ♦ 40 \ P W W W 49,379 SF W W W W W W t 32�Ory/ ,070 SF \ \ (0174 AC) \ ar'rn w ' (1.13 AC) l w l w v w 48, ■ / \ ERB 0 ��.+ \ O w u 4, w w N1545'46" \ ■ 3 \ \ ♦ L Y Y 1Y 1Y Y Y Y Y . i ^ I 1" EIP u' `V `V .y (PINCHED) 150.00. L Y Y Y Y Y Y L Y Y Y Y Y Y i i I 200 ■ 132.53' w w • I S14°47'29"K, 486 1* \ � 67' ■ TOTAC ■ I 182 97 ■ ■ C2.4 C2,2 C2.3 X -(51 -1 x \ o� 1 1 CD N o Z, 22,989 SF \ o. `o 15` (0.53 AC) 17 w 28,232 SF 1 (0.65 AC) Z 1 1 N {� / 128• • -A X � 15a k7 g 82 . 400e41 w w y •. i /� M ■ t_ ■ ■ •any y w w w ♦♦ • ♦ 1�1 1�1 1�1 w w w w + .Y y 21.16'* w w v w w w w w w y w y w w w E40 �Y Y L L L L L L J� L Y Y Y Y �L �L L • - OPL - - - OPL - - OPL - pp 1" Y Y- OYL 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CAR, z Zp �FESs /0% 41i� SFl. "U s : -At R � i111•iiSi\\N bL+ •b l lb REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED SITE PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-202 LEGEND: EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR ERSO ERS-EXISTING RAILROAD SPIKE a COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - OPT - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS TREE LINE SUITABLE SOILS 1aa Y 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR x 278.47'SPOT ELEVATION BENCHMARK PP UTILITY POLE C• GUY WIRE ASPHALT 0 WETLANDS = SUITABLE SEPTIC SOILS 50 CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C38 30.77 25.00 S14°12'12"W 28.87 C39 61.55 50.00 N14°12'12"E 57.74 C40 40.87 50.00 N44°28'46"W 39.74 C41 40.00 50.00 S89°11'02"W 38.94 C42 76.21 50.00 S22°36'08"W 69.04 C43 39.27 25.00 N23°56'20"E 35.36 C44 39.27 25.00 N66°03'40"W 35.36 C45 59.72 375.00 S16°29'55"E 59.66 C64 104.44 255.00 N59°29'09"E 103.71 C65 154.79 205.00 N69°23'01 "E 151.14 C66 165.39 205.00 S65°52'22"E 160.94 C67 86.89 255.00 S52°31'21 "E 86.48 C68 100.65 255.00 S73°35'32"E 100.00 C69 116.43 255.00 N82°01'10"E 115.42 C70 244.38 205.00 S76°54'38"E 230.16 C71 157.29 255.00 N60°25'50"W 154.81 C72 91.59 255.00 N88°23'24"W 91.09 C73 81.37 255.00 S72°10'43"W 81.03 C74 68.02 255.00 S55°23'41 "W 67.82 C75 13.14 205.00 S49°35'23"W 13.14 C76 70.82 205.00 S61 °19'22"W 70.46 SITE NOTES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER FEDERAL ADA AND LOCAL REQUIREMENTS. 5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE REGULATIONS. SHEET KEY C2.4 c2.1 c2.2 <� C23 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. ♦♦E 0*0 'A ♦i E E ♦ E E E E ♦♦ E E E E � ♦' r ♦ E E E E ♦ o ♦ E E E E ♦ �♦ ♦ � E E E 'oo _Z,Z '♦ I E E E S�� SN��� .' ♦ ♦ ; E E E ♦ ♦ ♦ I o OVERLAP \-,o� AREA °O )7• i♦♦' I 4 E E E ♦ OS4 E E ♦0' 1,854,208 SF I E E E 00 ♦� E' (42.57 AC) I E E E e♦000 E 1 / � I ■E E E E 0. , 00 ♦♦�E E 4i�1262 / E �E E E � ♦� \ ♦ E E E �♦ 26 g'I' / E E E ♦ N / tP6, �E E E E \\n�y� ��♦♦ / O\ o E E E o 43 / = E E E \� E E E o0 \ \ 20,336 SF / 0O E E E E E E \ / (0.47 AC) O �O O. •001 t E E E E E E E E E E o E Ego E E E E E E E E e E OA - ! E I E E E E E E E E E E E E YX,<, \ E � E E E E E E E E E E E E E E E E E E E E r E E E E \ \\ \\ \\ 0/ 10p E E E E E E E E E E E E E 20,340 SF E E E E E E E E E E E E E E E (0.47 AC) / / �O ` E E E E E E E E E E E E E E E ■■MEMO E E E E f E E E E E E E E E E E E E E E E E \ \ \ \ 1 265 'i' � E E E E E E I� w E E E E E E E E E E E E E E E c c E E \ ♦ 0 ■ \ \\ � \ \ / N 262/ �� � ♦E E E E �� -? ■ ■■�■♦-. E E E E E E E E E E E E E E E ♦ I ■♦♦ f00 E E E E E E E E E E E E E E E 39 �\ \ � \ � / �� ♦♦ E E E E ♦� I YF mom,,.. �� _ ♦� E E E E E E E E E E E 41 < , E E E E ♦ 100�jt E E E E E E E E E E 20,096 SF \ I E E E E E E E E 22,523 SF <r♦ E E E E (0.46 AC) \ t I 1 I (0.52 AC) ♦ ■E■ Moe E E E E L E E E E E E E E E E E 00 E E E E ♦ E E E E E E E ♦♦_■E♦ E E E E E I / E E E E E E E E06 0 6 / 700 1 E E E E E ,6N01 °00'52"E 100.79' ' ■ E E �♦ I I I i I 00 ` y� E E E E E I I I E E E ___E E I I I : E ♦ E E E ' I I E E♦ r ' I ♦E ■ E�♦ I E E�♦♦ E E ♦� E E E �` ♦ E E E E ♦. E E Vco/ ♦ E E E E E E ♦t♦ ■ ■. �E E E E E E N� E E ■ / / ■■ E E E E E E `♦ ♦■�E E E E E E E E$ �♦ ♦♦� E r♦ E E E E�♦E E E E E E E ♦���♦' E E E E E E E E E I E E♦ ♦♦� E E E E E �/ 20 / ♦ E E E E E E E E E E E E E E E E E E EI E E♦♦ ' E E E goor� ` W■ E E E / / `E E E E E E E E E E E E E E E E E E E E E E♦♦ ♦� E E E tLd o _ / � � �E■ ■ �� ♦ ♦ ♦ E E E E E E � (n' E�♦♦^ / ^� E E E E E E E E■o .y♦ V E♦■� E E E E E E E ■ W ■■// /V / At'*E E =�■� I ♦ E E E � r■ E E E E E E E ■ // / ■♦■■ �� I ♦ E E E E E E E E E E E E E W� ■ / J�E E E E E E E E E E E E E moo ' / z O�G�S� // OS4 ■■� I E E E E E E E E E E E E J■ / Q� JOB G/ ■■*loop■ O ♦♦ E E E E E E E E E E E _■ A/ !`P Q��P 1,854,208 SF rE E E E ko I = E E E E E E E E E E U� // (42.57 AC) � E E E E E, I ♦E E E E E E E E E E E E E ■ // ��� / ' E E E E E I ♦ E E E E E E E E E E E E E 8� E ■ ♦ E E E E E ♦A o ♦E E E E E E E E E E E E E // / ♦E E E E E E M♦ ' E E E E E E E E E E E E / E E E E E E� t♦ ♦♦ I■■-■♦ w AVE E E♦ �� E E E E E E E E E / / ♦ E E E E E E : ♦E E E E` � E ♦��,*■ E ♦E E A ♦ ♦♦ E E E E E E E E / / / ♦ E E E E E E E *+411 E E E E ♦E♦ ♦ E E: `� E E E E E E 4O / / // ♦♦� 000 E E E E E E E N _■♦E E E E 4000 E E ♦♦ o ♦ E E E E 20,052 SF / ♦♦ E E■ �♦ E E E E E E E E E■ ■ E E E E E E t ♦'' I ■ E , E E c (0.46 AC)/ U/ E E ■- ■■■■_ 00 E E E E E E E E E E E E E E E E E E ♦ E E E : E E E E E E E E E E E E E E E E E E E E E E E E E I ♦E ■ ♦ E E E E E E E E E E E E E E E E E E E E E E E E E E E E♦ I < ` E E E I� >� E E E E E E E E E E E E E E E E E E E E E E E E E E E ♦ E E E E E S05'06'00"W 191.07' I I ♦♦ ■ i I ♦ E E ' E E E E E E E E E E E E E E E E E E E E E E ■■■■ r E ■ ■ I � 12107 I I ♦♦ E E E E E E E E E E E 4♦= E E E E ♦�♦'■ ■ -■■ E ♦ E I E E E E E E E E E E ♦�� ♦■�it■�♦ E' ♦E E I I 1 1 E 1 E �5�0 � �7 0 I I �■� E E E♦' E - k�N1 Rsrj ■E E I I I 1 I / � \\ / 7�66 I ■ E E♦ � E E ■ E 20,051 SF p R35' I I 23 ♦� E E E■ ♦E L<k EE(0.46 AC)29,322 SFR35' (0.67 AC) ♦E E EE E t C38 \� j / / o E E♦ ♦E E 444 E E 1 \ �i �i g�p A c) I� E E ♦ E E E E A , 35 � , /q. 2, pDc - / V/ R35/ E20�C39 \ \N22 °t76 6O\8'E \ \ �// fn`p ♦ E♦ E E EE E�♦, E ft 00 gV 10' UTILITY E EASEMENT /CA5 ♦, E ♦EE EE EE EE ,EE E E E E 5 �\oo ♦ ■ / o �' �0 / 20,303 SF j E E , ♦� E E E • • _-r♦ / n \ �\ (0.47 AC) E E E ♦ E E E N �\ O NO; / ♦ E E E♦♦ ♦ E E E E E \ 20,962 SF <"\ / ♦♦k E E I E E E E E \ NO' (0.48 AC) \ / 25 E E E q� I E E E E 20,000 SF \ / ♦♦ E\(0.46 AC) oil/19 .■ E20,000 SF E E(0.46 AC) <_ ♦ ■� II `�E ♦ I �. \ � � 'E E E E E ♦ ♦ r aj0� cj 10(P ♦♦ E E E E ♦♦� 528? E E E E 200 gyp\ 40 ♦♦� E E E I 60000 ■ ■ S� o. E E E E♦ I ■illll�■■�■■1'10 E E �� \ oo0p ♦♦ E E E E E, ♦E E E E E E E E E E E E \ �* E E E E E E E E '♦�♦ E E E E E I E E E E E E E ♦ E E E E E E I I ♦ E E E E E E 1000, ♦♦�E E E E E E E ♦ ♦000k E E E E E E E E' i ♦ E E E E E E '♦E E E E E E E E E t E E E E E E NC GRID NAD 83 (2011) W 138 a�� N1 5% 00°23'12"W SW IF10' DRAINAGE X 24.94 EASEMENT Xxx�xxxxxxxX 00 � 38 20,654 SF cO (0.47 AC) / E 0000 /2001� z / 52 06 aq N23°19'19">- 19 4' x, / / I1( \� 51g�53% 1 \ 4Dsite solutions 04 civil engineering I Land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com ````\�y\ CAR, z ••••• •••• v� �Q ��FESS/p'•.�41 �i nab _ SF•:;;•suR`�: �z��i•iiS,�� bL+•bl °2) REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED SITE PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-2n3 LEGEND: EIP Oo EIP-EXISTING IRON PIPE ERB0 ERB-EXISTING REBAR ERSO ERS-EXISTING RAILROAD SPIKE a COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - oPL - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS TREE LINE SUITABLE SOILS t00 YF 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR x 278.47'SPOT ELEVATION -0-BENCHMARK PP UTILITY POLE C• GUY WIRE ASPHALT 0 WETLANDS = SUITABLE SEPTIC SOILS CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C60 39.27 25.00 S44°36'48"E 35.36 C61 100.09 675.00 NO3°51'40"W 100.00 C62 77.47 675.00 N11°23'50"W 77.43 C63 37.48 25.00 S28°16'01 "W 34.07 C77 37.48 25.00 S65°49'45"E 34.07 C78 76.84 675.00 N26°08'19"W 76.80 C79 100.09 675.00 N33°38'52"W 100.00 C80 40.00 50.00 N60°48'51 "W 38.94 C81 78.54 50.00 S51 °16'03"W 70.71 C82 97.23 50.00 S49°26'26"E 82.62 C83 32.23 25.00 S68°12'45"E 30.05 C84 80.77 625.00 S27°34'26"E 80.72 C85 120.19 625.00 S18°21'45"E 120.00 C86 144.43 625.00 S06°14'00"E 144.11 C87 39.27 25.00 N45°23'12"E 35.36 C88 39.27 25.00 S44°36'48"E 35.36 C89 21.03 25.00 S24°28'54"W 20.41 C90 110.41 50.00 N14°40'54"W 89.30 C91 40.00 50.00 S79°08'30"W 38.94 C92 44.36 50.00 S30°48'18"W 42.92 C93 46.42 50.00 S21 °12'29"E 44.77 C94 21.03 25.00 N23°42'29"W 20.41 C95 39.27 25.00 S45°23'12"W 35.36 4 'N♦* 0 0 0 0 0 0 J H 0 0 0 0 0 w 000 � o 0 M 0 NI rn 00 W I I 0 0 0 I I 0 0 0 0 I/ , I/ 700 EMM too rF 100 s� so' �/� 100 79 E '°° "00 "A, SHEET KEY C2A �A E E E � N28 I m 2 E E 70 • OA9 NC GRID NAD 83 (2011) O - I „���■ y F 93�F , 00 r � 1 I EIPIVQ S� 4. 161 0058.. E T� C2 C2.1 .2 C2.3 � N1028� I '0o y� F 8�32, E E E E E �16-51 r E E E E E E ■ F F E E E F NO3°32'01 "E I ES 100 L<<- ♦♦E E E E E E 149.5 -� -09�8 E SITEALLOTELEVATIONS SHOWN ARE IN REFERENCE TO THE � E E E E E E E E E E E E E I 0 E �� yF.��1� ti3 ♦ E E E OS4 E E E E E E E E E E E 116.54 N11° I BENCHMARK RAND MUST BE VERIFIED BY THE GENERAL o E ��ry�O�\ R7S21� E 1,854,208 SF E E ♦ ■ =E F : ■ �= ■: E E E E E =7"E 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE I N rx F ■ (42.57 AC) �� E E ■ E E E 126.60' ��Op EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO = I E ■ too 88� 100now. ■� E ■ � E E c c +� CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL S7•� fop ��°° fop ■ ♦ ♦ ♦ CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO I 00 YF VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL t s N00°23'12"E 200.00' E '0 100 100 F DAMAGE INCURRED TO EXISTING UTILITIES DURING I �1 N00°23'12"E 115.59' N ,rCOi E 2p. 100 CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL 100.00' 100.00' t 100 < S7' 0000 E cps 0 r E♦ o �� too >7- H2j� 41'F CONTRACTOR'S EXPENSE. U-i�� � 72 , 96, l 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. - z E F o \ tr N E N00°23'12"E 115.00' N o8F °°}� 8 °°?4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL \ 7000�� ` BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER E r�i�l 0' oo yF FEDERAL ADA AND LOCAL REQUIREMENTS. ♦ E �� ■ r E w \ 5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS I ■E E 3 \ \ E OTHERWISE NOTED. 3/4" 00 -6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN I ERB E E E • roo o , I \ N2227 73 F j ♦ • ` ,y REGULATIONS. WITH STATE AND LOCAL LAWS AND J' rn `n 0S ♦ srj� 7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER rn 00 _ 0 0 3 9' too vF I �'• z - O o > > HARNETT COUNTY AND STATE REGULATIONS. X 63 �s 'C 3 3 0 0 58 I po �S�>>� cSq,L o� O O 00 O O N'00 N10c) M �I \ ti�OA I X27,900 SF \o. � 62 00 61 0 00 60 59 20,497 SF co > l (0.64 AC) �� 20,299 SF20,000 SF °a`�', 20,000 SF o o (0.47 AC) Z 57 ss �°°yam ��G,G h p"p' (0.47 AC) Z (0.46 AC) 00 (0.46 AC) 0 ,ri 20,125 SF cD I O \ �F z °aM, r- (0.42 AC) to I 20,338 SF is I 10' DRAINAGE co = = w < (0.47 AC) / r'Q.. ` 9tij�Ty� EASEMENT z z 0 \ c I 00 L r7 u) J E �Ri�• m 00 -�10' DRAINAGE``c9 EASEMENT 2 F 928`c� - - - - - x \ ■ o 56 ° ■ \ _ I 120.00' - - L 100.00' 100.00' 100.00' 115.00' 40.00' G9� " i ° N00°23'12"E 575.00' TOTAL XXXXXXXXXXXXXXXXXXXXXXXXX / \\\ \ EASEMENT GE 25,425 SF E E E \ - ----- - - _ - --- ------ - - - - ----------------------------------------------------------- -------------------- - - - - \ 1� \ (0.58 AC) I o ♦♦ I I SAM ADAMS DRIVE � i � � � � E E E 50' R/W -PUBLIC STREET & I I �°o �� ♦♦E E E E E ` o I UTILITY ACCESS N ' E E E E E E c A _ _ N00°23'-12 "E -195.0_0' TO-TAL N00°23'12"E 280.00' TOTAL 4 �/55 F >F E RR35' ^ 115.00' 80.00' � - - / N12 CIO � 80_00' 100.00' 03'36 ----- - - - -89 100*00, 10' UTILITY E F EEE E EE E EE E,00, E EE E \ti��SRS F EASEMENT C90 E oo <_ -1 F E E E 'E E E I I E E E E �� ♦ E E E � E E E E E 27,814 SF/ i�, SSG ♦��♦ E y♦ E E0- E E E I 3 I 3 3 3 (0.64 AC) - ♦�+ E E ♦, *♦ E E \ °off II1II III IIII II� O O //�� �� �♦(♦ ,'9 E E 'E ♦ ♦:♦�♦°° I I N7g-0 00o 4 o 10I (0 (0 (00 E EE EE rE E C14 0 0 to 023,000 SF ,866 SF 20,866 SF oN 20,000 SF 0)N 20,000 SF N N E F ErE E co rE co (0.53 AC) (.) � I z z (0.46 AC) 0) E E E E E E E (0.48 AC) o(0.46 AC) z E E E E E E a * E `S I I g -6 E E E E � / \♦• ` E w E E E I `**% I ,I I �txh 6� ■■' �\°OEIP <I E�`Er LO N� yu SA 7■ ♦ E M �S, E E w 01 I E E i I\ i �i Og.. E E �co 20.00' j Ld W o E E E E E E \ 115.00' 105.00' 1 -~ w 0 / ■ E ' \ , o `�,p E E E E E E E cn cn I N00°23'12"E N00°23'12"E N00°23'12"E I N00°23'12"E 220.00' p C) v 31 105.00' 100.00' 100.00' \ E1 _ 47 \ o 9 ♦� E E E E E E 0 S �01 I Xx X X k %� Z� / - 25,447 SF '^ E E E E E E E �I I O I 1 ( \ ♦ E♦ (0.58 AC) \ ♦� E E E E E E E J 1 \ z I I ' / G�r ' .100 E E E E E E I 66 I o I iy I ` / �\ \ �♦ E E E E 2� 0-0\ a / / \ E E E 22,000 SF o (0.51 AC) = I I I I 1 �s is / ��5 \ \ 1 \ E E E E 0o Ws oo. R50' ♦� E E E E �� \tfv 48 I cb 0 I 1kx%\%� I o I I IoI 1 ; / N06°16'03"E o E E E E � 3 20,870 SF \ Ln i cn o / /�� 185 - 0 N00°23'12"E I 10 I I 1 I O 00 o CD 00 0 cn cp (0.48 AC) 00'= 51 0 � 0 49 w / I / � Q F F F F F 0 0 x 0 0 4 1- G/ R35'/ / G F- 220.00' Ln I I) r ` � I I I 20,866 SF rn NN 20,000 SF rn oN 23,885 SF 3 I I (0.48 AC) z (0.46 AC) z (0.55 AC) o sr ♦ ♦ E E E X I I / / � 20' DRAINAGE E E 3/4^ 1ao 20' ' I 1 / 8� / / EASEMENT ERB 67 00 0) I 1 I I � \�10' UTILITY � 00 � 'q, � E �6�° 22,000 SF 100 0 1 z I i 1 I EASEMENT �� �� i j / \ 23,114 SF �' ♦ I �i`77�. (0.51 AC) i I �i� /� / �i �, (0.53 AC) oo E N is �I C85 / co f rF � V / \ z 0 <" I-� � G� 0 / \�00 O� I � to V<< E E I N00°23'12"E I \\ 80.00' - - - 100.00' - C86 _ - �� / 00, F\ ■ R35 r-- - -- -- - i 220.00' I N00°23'12"E 180.00' TOTAL �� / R35'� /\ ♦♦ F I ------------ - _ --_- i / \ 1 I RUSH LANE �(��nl o R35�\ j v \ �oy� ♦ ��■F■ ■ ♦ ♦ E ♦ too rF 50' R/W - PUBLIC STREET & - \ \ 22,453 SF E E E♦ ------_-_--- ! 0100 UTILITY ACCESS - �_( 63 \\ J16, (0.52 AC) \ ���� ♦�■ �,■ ■ - 00, 01001 0 1 I / R35 - - N00_23'12"E 180.00' TOTAL - - - - - - - C62\\ \\ \ \ \�Os \ �� h 00 ' ♦ • 22,000 SF 100.00' 0 i / 6G�- 80.00' - - - - - - - C61 _ 44 0o O� > ♦♦F ♦ ' (0.51 AC) I �I I / G \ \ \ \ 21,700 SF \F♦' ♦♦ 1 I A \ \ V A (0.50 AC) l �\ ���\ \ ♦� N00°23'12"E 220.00' I I I \ \ \ \ \ \ \ 5 I I �O tig E F I 1 I I V \�GNV A9'.CpA 19 E 000 CO- E 3 i j 0 3 35 3 z CD \ \ \u�t-A �\ -A / ■ ■ 0 00 69 I 1 I I 0I O N�\ \ '_� \ \ o�\ \ \ / + r ♦� 0 0 O 01 I I ^ 34 0 20,000 SF � 0 I � u 23,807 SF \ �\ \ �� \ r\ \� ♦« �♦ 0 0 20,000 SF I 0 I I I I to 00 (0.46 AC) M oo J (0.55 AC) iO \ \ t� \ \ 3532 Oo (0.46 AC) i 13 20,866 SF 0 N 00 N rn \ 52 00 �I I I I3: (048 AC) 36 \ \ \ \\ •�a E 1 ♦� I 1 1 /2' n EIP � ■ ■ IIIIIIIIIIIIIIIII■ ■ ■ � ■ ■ MATCH LINE SEE SHEET C-2.3 � I 23,404 SF z z \ \ \ 14.30 518 ' _Soo°23'12"W I I I� (0.54 AC) \ \ \\\ \\ \ ♦`,�23 GRAPHIC SCALE 20.00 00 I I I I I Z I \ \ \ \ \ ' ♦ S, `��� 50 0 25 50 100 200 S00'23'12"W 200.00' F� G ♦♦ I I I \i W 13g 83 M ( IN FEET ) N1$g6'S2 1 inch = 50 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CAR, z �p �FESS / , - - SFl. "U s V.- �z,,jA1 bL+•bl �2b REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED SITE PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-204 S00°23'12"W 105.00' S00°23'12"W 100.00' S00°23'12"W 130.71' VICINITY MAP NOT TO SCALE LEGEND: EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR ERSO ERS-EXISTING RAILROAD SPIKE o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - OPL - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY - - WETLANDS TREE LINE SUITABLE SOILS �,00 YF 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR LOC LIMITS OF CONSTRUCTION DIV DIVERSION BERM SF SEDIMENT FENCING x 278.47' SPOT ELEVATION PPij�- BENCHMARK I • UTILITY POLE C• GUY WIRE ASPHALT WETLANDS I I 0 SUITABLE SEPTIC SOILS 0 CHECK DAM W/WEIR 1 1 ®1 1 ROCK PIPE INLET PROTECTION I 1 EIP �0 ��,QJ �f°> so• TBM 4D DISK #1 i EI N 64.38 p�' / y \p<� E 1,9 68,7 47.382 N`�' � ELEV 296.74 Q- NC GRID NAD 83 C�5 - J F. Ld Ix NAVD 88 /j l.v\\+ �0 v-iwT% l / o CO 1� �y /op 3/4" V _J ERB , \ \ \ J I F-I 3/4.. � II � ERS C t0 5/8" ERB _ ) EIP _ I/ I N/F ANN L. DIGIORGIO DB 1633, PG 520 _ PB 2002, PG 567 3/4" ERB 1" EIP GROUND STABILIZATION CHART GRADING NOTES goo I EROSION CONTROL (NOTES TEMPORARY STOCKPILES LOCATED ON PAVED ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY SURFACES MUST BE NO LESS THAN FIVE FEET TO MAINTAIN ALL PRACTICES AS DESIGNED. 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF I I 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FROM THE DRAINAGE/GUTTER LINE AND SHALL BE 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR THE PAVEMENT, UNLESS OTHERWISE NOTED. FOR MAINTENANCE AND FAILURE EACH ACTIVE DAY COVERED IF LEFT MORE THAN 24 HOURS. GRADED SLOPES AND FILLS SHALL BE NO GREATER 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL ON SITE. SEDIMENT WILL BE REMOVED FROM THE 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT THAN THE ANGLE THAT CAN BE RETAINED BY , LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE 00y� I INLET PROTECTION DEVICES WHEN THE STORAGE CONTROL DEVICES IN PLACE UNTIL THE VEGETATIVE COVER OR OTHER ADEQUATE EROSION WITH THE APPROVED EROSION AND SEDIMENTATION I CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CONTRIBUTING DRAINAGE AREA HAS BEEN CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND o I GRAVEL WILL BE CLEANED OR REPLACED WHEN THE STABILIZED. INSPECT TEMPORARY EROSION AND SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY I SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT CONTROL DEVICES ON A DAILY BASIS CALENDAR DAYS OF COMPLETION OF ANY PHASE DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. SEDIMENT WILL BE REMOVED FROM BEHIND THE AND REPLACE DETERIORATED, DAMAGED, OR OF GRADING, BE PLANTED OR OTHERWISE PROVIDED 3. THE GRADING ON THIS PLAN IS INTERNAL TO THE I SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' ROTTED EROSION CONTROL DEVICES IMMEDIATELY. WITH TEMPORARY OR PERMANENT GROUND COVER, ROADWAYS AND THEIR ASSOCIATED DRAINAGE ONLY. I DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN DRAINAGE PLANS FOR THE INDIVIDUAL LOTS/HOMES ARE REPAIRED AS NEEDED TO MAINTAIN A PROPER DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, EROSION. PURSUANT TO G.S. 113A-57(3), THE RESPONSIBILITY OF THE LOT OWNER. BARRIER. AND ALL DENUDED AREAS IN WHICH GRADING OR PROVISIONS FOR PERMANENT GROUND COVER oo I 2TEMPORARY EROSION CONTROL FACILITIES AND/OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT SUFFICIENT TO RETAIN EROSION MUST BE 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE --� . PERMANENT FACILITIES INTENDED TO CONTROL ACTIVELY UNDERWAY AGAINST EROSION DUE TO ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN J PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, ( EROSION OF AND EARTH DISTURBANCE OPERATION RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. 14 WORKING DAYS OR 90 CALENDAR DAYS AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL USE SEEDING AND MULCHING, EROSION CONTROL SHALL BE INSTALLED BEFORE ANY EARTH (WHICHEVER IS SHORTER) FOLLOWING COMPLETION BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND N/F DISTURBANCE OPERATIONS TAKE PLACE OR AT THE MATTING, AND/OR SODDING AND STAKING IN GREEN OF CONSTRUCTION DEVELOPMENT. HAS BEEN COMPLETED TIMOTHY B. MCNEILL &WIFE, N/F EARLIEST POSSIBLE POINT DURING CONSTRUCTION. SPACE AREAS AND OTHERWISE APPROPRIATE 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE �-,,. r� CONTRACTOR AND THE OWNER TO PROTECT ADJACENT LADONNA C. MCNEILL \_ 1��\�� GWENDOLYN C. MATTHEWS 3. TEMPORARY &PERMANENT EROSION CONTROL MEASURES. USE EARLY APPLICATION OF GRAVEL EROSION CONTROL MEASURES SHOWN AND ANY BASE ON AREAS TO BE PAVED. MEASURES SHALL BE CONSTRUCTED PER THE ADDITIONAL MEASURES REQUIRED TO CONTROL THE DB 2568, PG 125 1 � DB 1068, PG 661 � Q PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING PB 2004, PG 109 �`��\��� o DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN 9. DO NOT REMOVE ANY EROSION AND SEDIMENT SEDIMENT DURING THE COURSE OF CONSTRUCTION. OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR -��� J I ACCORDANCE WITH THE NORTH CAROLINA EROSION CONTROL DEVICES UNTIL THE PROTECTED AREA HAS 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED 0 THE UNDERGROUND UTILITY PIPES, CONDUITS, OR �- �� / AND SEDIMENT CONTROL PLANNING AND DESIGN UNDERGONE FINAL STABILIZATION AND PERMANENT AS NECESSARY, AND MULCHED ACCORDING TO THE STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN `�� /� �J J� MANUAL. VEGETATION HAS BEEN ESTABLISHED, IT IS DETAILS HEREIN. ,00 >F RECOMMENDED THAT NCDEQ APPROVE THE ACTION 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY � 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE _. Q 17. THE CONTACT PERSON FOR EROSION CONTROL THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE h ��, oo� �� \�� ��/ JJ y, 11) (i I N F NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO PRIOR TO REMOVAL. ISSUES THAT ARISE ON SITE IS TRACE MCLEAN. AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE ,o° ,\f`\- L�� ��-��-✓ ((1 / BEGINNING ANY LAND DISTURBING ACTIVITIES. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONTACT 910-263-2944. PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE / \ L% J `�� ) 8 KIMBERLY C. GARNER 910-433-3300 CONCURRENTLY WITH THE INITIATION OF TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS��'=i�'I DB 1068, PG 657 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR CONSTRUCTION ACTIVITY. OPERATION. , Vf =�� �- J1�``���_ f // ��\ OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE 11. THE INSTALLATION OF EROSION CONTROL MEASURES 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH moo \ r(f -� -�'/������ � / PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY SHALL TAKE PRECEDENCE OVER ALL OTHER DURING AND AFTER GRADING BY THE CONTRACTOR TOy- ! 1 ��� _/ BASIS WHEN TRACKING OCCURS. CONSTRUCTION ACTIVITIES. DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT 1 J� �_ �_1'V I \ �r\ �� a 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR o L P \ L / FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR THE ACTIONS AND PERFORMANCE OF ANY OTHER IS DETERMINED THAT THERE IS A SLOPE STABILITY 1 �� �� v 100 - DRAINAGE CHANNEL. I REMAINING FOR MORE THAN PARTIES PERFORMING WORK ON THIS PROJECT. PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. �° P �� `� �/)� � '�� z I ,- 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES \��� �� SEVEN DAYS, STABILIZE THE STOCKPILES BY 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT VEGETATIVE COVER, TARPS, OR OTHER MEANS. WILL BE CHECKED FOR STABILITY AND OPERATION SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED o ,/^ I 1 ��� �- y ��_ 100 rF CONTROL EROSION FROM ALL STOCKPILES BY FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BY SILT FENCE. oo` \ ��� 0 YF C� r W W J�� �\ � (III PLACING SILT BARRIERS AROUND THE PILES. BUT IN NO CASE LESS THAN ONCE EVERY WEEK. 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL ' o ,b Z, oo PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS 1°o yF �� I �O� 100 yF IN PROGRESS. �� �10 C'S o0 1`� CONSTRUCTION SEQUENCE 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE ,p0 - f OVERLAP �w�� °� ` gtiti �0 I �)/ 3/4" NOTIFICATION OF COMBINED SELF -MONITORING AND SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN �� AREA I ��- �� to , 1 ( ERB SELF -INSPECTION FORM: TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO 2 i - i -^ ° yr F� F 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS HANDLE THE STORM WATER ARE CONSTRUCTED. THE f�� J ` °��T� I I �' THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN AND HOLD PRE -CONSTRUCTION CONFERENCE. $ �-� --/ '� r CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE N/F I �\ ��� /- c�li� ��� 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR 2. INSTALL STONE CONSTRUCTION ENTRANCE, DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. JUSTINA DEL CARMEN GARCIA d— "� ` F ��\ I I ' ( ' LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH TEMPORARY SILT FENCE, TEMPORARY SEDIMENT 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN DB 3647, PG 758 c, \ _ _ _ \.Oc S�q`r� ,\ \ �� / \ PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED BASINS & TEMPORARY SKIMMER BASINS WHERE SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR $ PB 2013, PG 370 _ _ r �� y - ��^'-�''� ( SPECIFIED. \ n _ I . \ \��� 1 1 �f ` �\ 1�r /" I Q EROSION AND SEDIMENTATION CONTROL PLAN IS BEING TO IMPLEMENTATION OF THE CHANGE. _ _ gl�� n,c— Lt��— i ��= ` l �' t� i %� / FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE 3. CLEAR AND GRUB THE SITE AS NEEDED. Sr ' �� �1 ' F ���� I I ���� INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. 4. ROUGH GRADE THE SITE AND APPLY TEMPORARY 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR_ --" SAM ADAMS DRIVE (�, \ c�,� 1 f MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 _ _ I` I f" �\ 1 Uj 1) / SEEDING TO AREAS REMAIN GRASSED. -- - 50' R/W -PUBLIC STREET & /� I \\� / \ 1 5. INSTALL TEMPORARY CHECK DAMS TEMPORARY EROSION CONTROL BLANKET OR EQUAL i _ UTILITY ACCESS-� i / l _ I / \ ��'� TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS �C�/ ( 1 6. INSTALL UTILITIES. SUBSTITUTE. L, l� � _ _q I L, IIII 2 AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR / \ III J \ _ J� 'o\ �- ` �1` ) /� 111 DEVELOPED A COMBINED FORM. THE SELF -INSPECTION 7. PERFORM FINE GRADING. 00� —�C i II fi o \==iFli o \ �y w 3r/ ( r' 8. INSTALL AND PREPARE BASE COURSE. Illy N/F PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING SHELTON L. CRUTCHFIELD, SR. PROGRAM OF THE NPDES STORMWATER PERMIT FOR 9. PAVE ROADWAYS 10. FERTILIZE, SEED AND MULCH ALL REMAINING - �/ �' I�� ) �\ DB 1441, PG 534 CONSTRUCTION ACTIVITIES. THE FOCUS OF THE �W� �L �`� SELF -INSPECTION REPORT IS THE INSTALLATION AND DISTURBED AREAS. PB 2000, PG 438 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL 11. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL MEASURES ACCORDING TO THE APPROVED PLAN. THE TO REMOVE ALL TEMPORARY MEASURES. o ` L 12. ALL EROSION CONTROL MEASURES SHALL BE 1 I C 1 l ✓ �!' 'oo �u y INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF MAINTAINED AS OUTLINED IN THE DETAILS WITHIN EIP UZ �`-� ` ( THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND �l �( 7 COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: THE PLANS AND ACCORDING TO THE NCDEQ _ > 4 f W� HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION ��^ � �.' � �` \ �� EROSION CONTROL MANUAL. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, / I - IX '� �\ `y_ ��^' PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) 433 3300 / LYONS INVESTMENT II, LLC � - LO DB 3185, PG 773 RUSH LANE - o- PB 2013, PG 370 50' R/W - PUBLIC STREET & rQ�511 ♦� \ \ �- - _UTILITY ACCESS -�_ G� " `' �♦ ♦ 1 (� -�� '`c G N\t N0 ,♦� I OVERLAP N/F 1 I Q r �/� ♦ -� ��-��\ AREA SHELTON LEE CRUTCHFIELD, JR. ���c� ?� �'` i ♦ -\` %� II ' DB 1626, PG 954 PB 2000, PG 438 a - �� �� �/� - , \ _ ■ :1 /2 0� 100 >� 11 /2" 2"■ I I -A ��� 1\I I I I" EIP FLAT AR 1 I \ - n N/F JOHNNIE J. CHALMERS DB 752, PG 328 SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITHCES 7 DAYS NONE AND SLOPES HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH NONE ALL OTHER AREAS (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) Ld LLI h A N 01111, ��Wk s��'- �� r Know what's below. Call before you dig. �\\ \\ O i -� \\ \ , \ 1 \ l\`�\\ V V V E IP — \" w -',, / J _161 / ry \ HANCOCK COURT BREWSTER COURT I i \'� �� ✓� /o \-41 ., u 50' R/W -PUBLIC STREET & R/W -PUBLIC STREET � -�� � I� 11 LOC / � � � '\ \\� UTILITY ACCESS UTILITY ACCESS LO ET J1 C ���i O II I l . \✓� \ �� \�� 1 ,� �i w ow w >y III r l / o T � W 1 / l V I � .�� � �/� ■ / ) � 1 � ( l <p, l Il I� J ( �•rl / / �W��� 1 l`•Jw �D v D v v I N/F ` ✓- C //� - u / / /� / .t w� �/ ( _ f \ w /cP`' v v v 7w I PAUL G. McLEOD & y / .v�`, �w .I� JOHN D. McLEOD DB 688, PG 213 `.1^ ' // /�� / /I �, t• I .y {t' ��� W ) Y �V �Y *1 41 41 O r r O,\' \ /�OU� \ I ))I 1/�r \ I`\ 'oo., .t V 4, w w w w w w E rr / J° c>111 ///' 1 I I� I (/� l� ``` y\� oyJD V _ W '1 �O \ , I/ \;-`A'( .� &'. �� "-\\\�- / / \ 11 I /l I t'� %%� (4 7► .lil d �Y / �W) W W $ W W W W W I J w w w v w w w 4p 11 '41 ,00 T�z 100 IV 700 -ti, �� \ � / �✓ `_ _ � W �V _ � yf � � �\\l\ \� ) 1 f` {/ /�,J�/�J( C Y Ii �Y �Y �Y �Y �Y �Y �Y Y Y Y YF �' � -��` � '� � '.� _r.. � � ✓1 \ 1�` �� I I 7� � /�,%�J (-� 7" �Y� �Y� �Y �Y �Y �V �V �L Y Y Y `Y `V `Y `Y `Y EIP L O1 „ �'`t' `Y \ �.' I\\ lV �Y �Y y �Y �V �Y �Y W 14, 14, 14,O ERB �Y �Y �Y �Y �Y Y J� 100 yF Ell / % W W� L ��- �\W y •_ 15- p. 1" EIP �' ■ (PINCHED) i i y �-1 , 2' EIP 011 p .v���.v �,00 yw EIP O PL -w — _4 OPL` _ -� — 6N � � �� 1 E/ ❑ - `� \1 \ \\ �, � �-�"� 1� 1�• N/F ' 1.. ( oL — — oPL� �— OPL — — _�,- JOHNNIE CHALMERS & WIFE, EIP / 4 1 l \� ` ' \ �c 1� _ �W W W W PARTHUNIA CHALMERS \ \ 1 `� \ v v j , v v TRACT 1 OF \ \-\\�\\\ �. ♦ _ �� \ DB 338, PG 283�- li \ JOHNNIE J/CHALMERS I / �! \ ✓ ���\�� ��'_ EIP 700 yF TRACT 1 OF I -_ \ \\\'� N/F -� v~ DB 891, PG 33 JUSTIN EDWARD MASSA N/F �` DB 3659, PG 23 CATHY CAGLE CALLAHAN I PB 2019, PG 21 DB 2153, PG 580 1 1 /2" EIP o 2 EIP EXISTING POST — o 0 GRAPHIC SCALE 150 0 75 150 300 600 ( IN FEET ) 1 inch = 150 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com REVISIONS PROJECT NAME LIBERTY MEADOWS OVERALL GRADING AND EROSION CONTROL PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=150' DATE RELEASED APRIL 1, 2020 SHEET NUMBER THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED C-3nO CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD Cl 200.67 958.73 N41°58'30"W 200.31 C2 68.71 958.73 N50°01'29"W 68.70 C3 81.44 958.73 N54°30'41 "W 81.41 C4 97.50 958.73 N59°51'30"W 97.46 C5 151.25 958.73 N67°17'29"W 151.09 C6 38.00 25.00 S13°24'06"E 34.45 C7 39.27 25.00 S75°08'30"W 35.36 C8 102.37 414.67 S66°55'50"E 102.11 C9 133.31 414.67 S83°12'45"E 132.74 C10 85.25 414.67 N81°41'16"E 85.10 C11 19.39 25.00 S81 °59'05"E 18.91 C12 39.17 50.00 S82°12'27"E 38.17 C13 40.00 50.00 N52°26'02"E 38.94 C14 40.00 50.00 N0635'50"E 38.94 C15 53.09 50.00 N46°44'22"W 50.63 C16 68.70 50.00 S63°28'51 "W 63.42 C17 23.02 25.00 S50°29'35"W 22.21 C18 90.53 364.67 S83°58'44"W 90.30 C19 184.90 364.67 N74°23'01 "W 182.92 C20 39.27 25.00 S14°51'30"E 35.36 C21 160.46 1975.00 N32°28'09"E 160.41 C22 100.08 1975.00 N36°14'54"E 100.07 C23 100.02 1975.00 N39°09'03"E 100.01 C24 100.21 1975.00 N42°03'19"E 100.20 C25 100.67 1975.00 N44°58'09"E 100.66 C26 41.44 1975.00 N47°01'49"E 41.44 C27 208.71 255.00 N24°11'04"E 202.93 C109 168.10 205.00 S12°44'52"W 163.43 C110 40.76 205.00 S41 °56'07"W 40.69 C111 72.08 2025.00 N4636'42"E 72.08 C112 96.97 2025.00 S44°13'13"W 96.96 C113 109.53 2025.00 S41 *17'56"W 109.52 270 1 m C GRID NAD 83 (2011) p T- EIP-' N I / \ \ \ \ I / / , E E 2" ■ E S \ E E//E FLAT BARE _ E LCRIP RAP DISSIPATER \ • E E E E \E 276.85 �27� - E E E 277 SFC ASS 8B D_18" THICK E / E /277.05 277.85 �S • E E C / 278.93 \ \ \ \• ♦ ♦ ■ E E PP / / / / ♦ IE E E �E �E • 90 \ / ' 279.10 279 \ ♦ \\ �C,Or k \ \ \ `\ E \ / / \ / / / / ♦ j E / E E E E E I 277.08 • 27 0 280it LO \�� 'n \ -\ ♦ \ \ E• RIP RAP DISSIPATER / ♦ E E I E E E E E I w � 1� O I<E� E + / I • L=9' W=5/11' N of I -� ■ ¢ / I D-8" D-12,. 277.18 , I 1 \ ■ / E < CLASS B 18" THICK ( / J n / 0, 55.43 LF ® 2.53% 18" RCP CDTEMPORARY 06 INV IN: 286.50 007SILT FENCING"*' \•�` 281 O \JCONSTRUCTION -,IV OUT: 285.10 (TYP) I OI) \ \ ■ El� \� ♦ 84 \'!\ �\ E� �Q, ENTRANCE E k E E E• \ o II E �E' / E �E E E E E I I I VCo 6.TEMPORARY SEDIMENT TRAP #1 E E E E28v/ I /L=30', W=15', D=3.5' E E E E � GSIDE SLOPES 2:1 �� /�p E E \ // 287.94 R0E`TOP OF BASIN: 281.00' ' LU W NEE E 0 INLET BOTTOM OF BASIN: 276.50/ /<- CZN Np ;GPROTECTION) EE\ E i 5' EMERGENCY SPILLWAY: 280.00' / � E E E -E� E E E 1 E� E/ / -j J � \ • E E �-♦r� OQ / / (TYP) �\ C9 SIDE SLOPES OF BASIN ARE TO f 1' E E E F E E E� E`E E �F E J a L r §\ BE SEEDED WITHIN SEVEN DAYS. /•♦ I I 00� Z$ E/ E E E E E E E E fE -E JE E E �_ • I I I E O 51.43 LF ®1.94% 42" RCP • \ v J ■ E E E E E -E� E • / \ p I cp �� / / J 9 2 pp0 \71i� INV IN: 275.48 ♦ , f E E E E E �� E �(� • �J /� _ J �� 1 I E O U) INV OUT: Y 0.5' Y r� / S0. �,,IC BURY 0.5'^- Cj� , `'Y� E NCDOT HW 838.01 4 E p■ • I � EIP O\ \� p /V \ \ \ -RIP RAP DISSIPATER \ 283.52</Ty�g�7 L=32' W=12/36' E E / I l / 2 285 qcc S4 V \\\ ` .. O D-10" D-15" / 28A r)r .; - \ �S FFT o \\\C\\`' • 0 CLASS 1 23" THICK TEMPORARY SEDIMENT TRAP #3 I E• :.282.88\ \ \ \� OG `a-, L=30', W=15', D=3' I I \ ■ E 4-1 / \37.26 LF ®INV1 N:1884.50 284.37 �282.14 \�\ \\\•�� • l SIDE SLOPES= 2:1 0 11I I r \ • / o / TOP OF BASIN: 281.50 \� ♦ / \ INV OUT: 284.05 o / / `�� �� ��; •�>> • p ♦� ' _ I ■ / \ / \ \ 2 \�� �• - E 87 E / i / 285.73 / / �. \ ��\ \ 82 ♦ ,' ,, BOTTOM OF BASIN: 277.00' ♦ / / / 285.00\� 0 5' EMERGENCY SPILLWAY: 280.50' ♦ • / / / r,`// o / DRIP RAP DISSIPATER �� ( SIDE SLOPES OF BASIN ARE TO I V TBM / , / 286.41 0 •\ \ 4 BE SEEDED WITHIN SEVEN DAYS. E I 4D DISK #1 \i L=9' W=5/11' \0 \ o O N 566 614.827 r / D�8" Dm�12" 0� 282 ` T `�O 51.43 LF ®2.92% 42" RCP _, 1, ■ ■1 I/ / / ��\ �a • INV IN: 275.98 l N E 1,968,747.382 / / E \ / / CLASS B 18" THICK \ \ \ • 7 82 ♦ E ■ \ 287.10 / // -11 �, J 28p \ • INV OUT: 274.48 o M' ELEV 296.74 // E E �E EI E \ /` ^� �0�/' E 0\ \ \ USE NCDOT HW 838.01 /N N+ N O -✓E NC GRID NAD 83 TEMPORARY SEDIMENT TRAP 2 # \ I E� (2011) E E /E E \ \ E 286.68 N n L=30', W=15', D=3.5' t\ ♦ Oc CHECK DAM 86 Q N O 1 E E NAVD 88 �i E E/ E E E E E E.•���, SIDE SLOPES= 2:1 0� \ \ 1 \\\ \ WITH WEIR / \ TOP OF BASIN: 281.70' 0> . ro \ Oi E X N / BOTTOM OF BASIN: 277.20' °p< \ \S"oo ♦ l':O` (TYP) / / D E \ OS1 F F ■ F / / ° n / 5' EMERGENCY SPILLWAY: 280.70' ter' / j /E ��♦♦ 285.50 / SIDE SLOPES OF BASIN ARE TO < \ \, " / lo ' / �'� � `. ♦ ■1 i\\ ■E EE\ E E \E� E \E� � ■ l NI1� 1/ / ) T/oPIP E E E EDAYS.BE SEEDED WITHIN SEVEN \ \ do E 'E \\\� / \ \1 • m ( E E / EE L=2' W=1 /2' 0< E 290•286 0 CORIP RAP DISSIPATER 2863 7 � E E z E E E / F D�4" D�6. j0 \\ �\ sx / 00 OS6 m ` _ II 1 \ CLASS A 9" THICK ) op op / x ti� / m �) ,Q E 55.36 LF ® 0.90% 30" RCP ca OG!�E E >� • ■E E■ • `1 c c c \ /� Off) ^ (n r ro I E� / 3/4 _ ■ INV IN: 285.00 r E \ E E I� IE� E/ ``i °pc ♦♦ \ / ti� O = ERB 1 INV OUBURY 055' I I I �N}- • ♦� E E E ,I E I E O ) C O 1 \\ \ ■� - 1 I p RIP RAP DISSIPATER E E I Y E I 28 O / L=20' W=8/23' / E / D-10" D-15" �� E Job \ 289 p Op 81 C� � I I CLASS 1 23" THICK E 0 E \ / I CI-_ 2 I E\ • \ \0` ♦ �xoo / \ / N 3/4., cc �� \ I (� \ \ &3� ♦i\ �@ E E` \ �\ O/L p0 70 \°p<� ERB c ♦V I I E 0,7 `♦ ♦ Ox t t , 0 TEMPORARY SKIMMER BASIN #4 \ �28) op� \ 2s N 0 I NI \ � 19 L=120', W=35', D=3.0' \0 O� " _ ■ I s \ �■ SIDE SLOPES= 2:1 0� COc LIMITS OF CONSTRUCTION II �� 1 00 O ` ■ TOP OF BASIN: 285.00' ��D►�� 2 yS 4 m 0 1 \ \ BOTTOM OF BASIN: 281.00' 90 \ \ 2 2 AC °pc \ SHEET KEY C3.4 N ) C 11 \ 8' EMERGENCY SPILLWAY: 284.00' 80 m �\ �\ INVERT OF SKIMMER: 282.20' op� O \I 1 -�(OC, r \ - 288 SIDE SLOPES OF BASIN ARE TO O \\ BE SEEDED WITHIN SEVEN DAYS. � JO ♦ \ opt 1 • I �� ) "ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) OO <00 J \ WITH 0.8" ORIFICE FOR DEWATERING THE \ 2` .r\ op< DIVERSION BERM TO BE 1 \ / SEDIMENT BASIN DURING CONSTRUCTION. ��� ♦♦ \ C3.3 SEEDED WITHIN 7 DAYS / 1 C ■F �I OC+ °`'� C3.2 (TYP) ` /4C3.1y 9 \o 1 n 9a` I\ \ EIP 00 co N`r I 1 I \ 1 \E E ♦ 9x 00 ♦ �' / 79 ` E E E E \J \ 29 2- O 290.97 E E E E / LEGEND: 00 _ 2saO / E E E E O� \ /Ox\00 (\� J/ EIP E E E E E ` \ p ♦�E O EIP-EXISTING IRON PIPE � \ ` � E E E E \\ I \O k o ERB✓ 5 AE O ERB-EXISTING REBAR /� - O \ \\ _ S ERS E E E E� - 2 I �,� \.� \ � ♦♦ E E.� 00 ERS-EXISTING RAILROAD SPIKE • \ \ \ % - / 0 COMPUTED POINT \ \ P \ E E� E l - 10 �� E N/F NOW OR FORMERLY R-/W - - RIGHT OF WAY \\\\ E E� \\\\=�♦\�1�♦E (I� E �E E E E E EPROPERTY LINE \ oPL OLD PROPERTY LINE ADJACENT PROPERTY LINE I E E E E E \\�♦♦ \\ oo �� E _ -E �N - - RIGHT-OF-WAY \ �~ \ / F -­E E E l E E * �- \- �J\\� \ ' LOC -SETBACK LINE E Off` ♦ 2g3 SF � E l E E E SD STORM DRAINAGE \ l ) J E w WATER LINE \ / / / / / E E E E \ j -� \ / - -� / 00� ` 9�� 12+00 OVERHEAD UTILITY 1 E E F ♦, �� �� �' / 2 - WETLANDS O� I E E E F �- - TREE LINE E E IE SUITABLE SOILS / E E E E E 100Y 001 100 YEAR FLOOD ZONE ERB E \E ♦�� 290 MAJOR CONTOUR J �j / E rE E E E 287 MINOR CONTOUR 0 �� ♦�/JE C E E // �j / / LOC LIMITS OF CONSTRUCTION ,•• \ 1 DIV DIVERSION BERM EIP SF SEDIMENT FENCING x 278.47' SPOT ELEVATION BENCHMARK PP • UTILITY POLE C• GUY WIRE ASPHALT N/F 50 WETLANDS JOHNNIE J. CHALMERS = SUITABLE SEPTIC SOILS DB 752, PG 328 L � CHECK DAM W/WEIR 13 ROCK PIPE INLET PROTECTION CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C114 38.66 25.00 N84°03'02"E 34.92 C115 66.93 255.00 N59°10'05"W 66.74 C116 100.65 255.00 N77°59'43"W 100.00 C117 77.32 50.00 S46°23'54"W 69.84 C118 141.31 50.00 S78°51'58"E 98.76 C119 30.77 25.00 N55°25'57"E 28.87 C120 134.73 205.00 N70°28'32"W 132.31 C121 38.66 25.00 N07°20'50"W 34.92 C122 75.62 2025.00 S35°53'04"W 75.61 Cl 23 165.15 2025.00 S32°28'41 "W 165.11 C124 38.00 25.00 N73°41'06"E 34.45 3/4"■ PIP GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. Know what's below. Call before you dig. 200 site solutions civil engineering I Land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com ``�CARO �Z// SEA 02 �G � NE •: ja��� �O I I1115 ``` Uri U / -20 REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED GRADING AND EROSION CONTROL PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 50 LEGEND: EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR ERS@ ERS-EXISTING RAILROAD SPIKE o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - OPIL - - -OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY -SETBACK LINE sD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS TREE LINE SUITABLE SOILS too Y 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR LOC LIMITS OF CONSTRUCTION DIV DIVERSION BERM SF SEDIMENT FENCING x 278.47' SPOT ELEVATION BENCHMARK PP UTILITY POLE C• GUY WIRE ASPHALT WETLANDS = SUITABLE SEPTIC SOILS � CHECK DAM W/WEIR 13 ROCK PIPE INLET PROTECTION CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C28 51.10 255.00 N05°00'11"W 51.01 C29 174.34 625.00 N18°44'06"W 173.78 C30 104.00 625.00 N31°29'35"W 103.88 C31 171.36 625.00 N44°06'53"W 170.82 C32 37.34 25.00 S09°10'30"E 33.97 C33 45.13 425.00 N30°34'37"E 45.11 C34 100.23 425.00 N20°46'43"E 100.00 C35 100.73 425.00 N07°13'56"E 100.50 C36 100.23 425.00 N06°18'51"W 100.00 C37 59.27 425.00 N17°03'57"W 59.22 C46 121.53 375.00 S02°39'07"E 121.00 C47 176.63 375.00 S20°07'32"W 175.00 C48 37.34 25.00 N76°24'48"E 33.97 C49 82.83 625.00 N64°35'22"W 82.77 C50 100.11 625.00 N72°58'29"W 100.00 C51 125.21 625.00 N83°18'09"W 125.00 C52 39.02 25.00 S44°19'39"E 35.18 C53 21.03 25.00 S24°28'54"W 20.41 C54 70.65 50.00 N08°05'59"E 64.91 C55 40.00 50.00 N55°17'43"W 38.94 C56 30.90 50.00 S84°05'03"W 30.41 C57 99.65 50.00 S09°17'22"W 83.95 C58 21.03 25.00 N23°42'29"W 20.41 C59 39.27 25.00 N45°23'12"E 35.36 C96 39.27 25.00 N44°36'48"W 35.36 C97 21.03 25.00 N24°28'54"E 20.41 C98 42.05 50.00 S24°28'54"W 40.82 C99 50.46 50.00 S2831'28"E 48.35 C100 50.48 50.00 S86°21'36"E 48.37 C101 98.19 50.00 N08°27'23"E 83.16 C102 21.03 25.00 N23°42'29"W 20.41 C103 39.56 25.00 S45°43'28"W 35.56 C104 108.64 575.00 S8331'29"E 108.48 C105 125.25 575.00 S71 °52'18"E 125.00 C106 125.25 575.00 S59°23'29"E 125.00 C107 261.30 575.00 S40°07'57"E 259.06 C108 164.28 575.00 S18°55'44"E 163.72 MATCH LINE SEE SHEET C-3.4 O7 pG Y v BOG � r LOC-� 286.3 '00 <'O 01 NC GRID NAD 83 (2011) 32 TEMPORARY SEDIMENT TRAP #6 ,�0'� tHJtMtN I 75 I L=90', W=25', D=3.5' ■ SIDE SLOPES= 2:1 �■ TOP OF BASIN: 287.00' I q o \ BOTTOM OF BASIN: 282.50' ov 29 I 6' EMERGENCY SPILLWAY: 286.00' 74 , SIDE SLOPES OF BASIN ARE TO I / \♦� BE SEEDED WITHIN SEVEN DAYS. ' o I / V E E f� 30 / • ♦'E \F �� 'r� E p ♦ E E E UI• ♦ `� / o`I I I / \ / ■�■■�♦E E E lE /OS5 1 ■ W \ \� �E E E E / \ / N IO l ■ E 4 E _ \ E E E E) E / E\ < E// E' CD J u N / / E /E E E W■ E E �E E / / m ■ E E E E ♦ 1 ♦ E E E E // 0 I t\ E E\ E IC) Z � �♦� E E E E 1 S J e. ♦ I �_� � ♦ ♦�E E _ E 0 / / O I- / E'er J E E Imo- y�, E > i / I . /E E F ,* <� E oo / �� 28 / ♦ E < A 287.48 / p / \� 77 pV /. / ♦ E E OS6 \a\ �9p Zoo 2R° E 89 \ / pV E■ \ <O�' Off' / I �o, 4*E 1 E ♦ 20' DRAINAGE ■ Oj z EASEMENT TEMPORARY SEDIMENT TRAP #5 287.94 ■ L SIDE SLOPES D 2315 , c� LOC--/,Y, / a TOP OF BASIN: 292.00' \ J 27 BOTTOM OF BASIN: 287.50' O> 289.43 46' EMERGENCY SPILLWAY: 291.00' 288'30 \ °Xoo \ SHEET KEY J ■ SIDE SLOPES OF BASIN ARE TO 78 0 ■ / BE SEEDED WITHIN SEVEN DAYS. -0,> _� 2 28s O> \ 288.74 - _ �_ � _�♦ E E 289.16 E E � I r� ')R 0 ')7' \\\ \ 26 J Know what's below. Call before you dig. \ \ ♦ E 1 E E E E E E EI ♦ ��( I b J) I ` E E F E E E E ■ ERB \ E � E ` � I � 1 Co ♦r E E/ E 1 I\� E E E E E E E♦ 1 �_ �_ // J V � \ E E E E E �� \E E ♦ / I ♦, 1" EIP \ \ E E E E /E E E E E' (PINCHED) \ ) E� E E �f E E E : �a� [t52// E E` E E GRAPHIC SCALE F E E E E- �_ �� o-� 0 25 50 100 200 \ E E E E E E E♦ i/ ♦• ��♦ �� �OoI� E E E E E E E 0E �E /� E� E E E E E /E E III, MM"( / 'E E-E EEk0-IL 00I�-� E E E E E E E \E E E IN FEET E E ` 1 inch = 50 ft. / ■�'c�♦ E E E E E E E E E (E E E E E l� I ( E E� E E EC E E E E E E E E ■ E E L E ■ ♦ e- 4 4- THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED -L - - OPL - 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com �y`IICAROZ/, S$ O .•2 i SEA • 02 V//;, ,O I1111'6 vy U l - 2 0 REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED GRADING AND EROSION CONTROL PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-302 LEGEND: \ EiP Qo EIP-EXISTING IRON PIPE ., y W 1 IV W \\ \\\ \\ ERGIV N*P O ERB-EXISTING I40 ' y �/ ERsO ERS-EXISTING RAILROAD SPIKE s ♦♦ o\♦ y W W W ) rr o o COMPUTED POINT m N/F - NOW OR FORMERLY NC GRID NAD 83 (2011) p 'IV�3.2 \ \ \A y y W R/W -RIGHT OF WAY c E� G ♦' - \ \ \\ I 1 ♦1 y I , \ \ \\ PROPERTY LINE \ S\�� ' , ♦ � \ \ \\ \ y y - 0PL - - -OLD PROPERTY LINE S�0 \N� S♦ ♦\ \\ \ I 8 OVERLAP AREA y \ \ \ \ ADJACENT PROPERTY LINE 1 RIGHT-OF-WAY :. y _ \ l -SETBACK LINE SD STORM DRAINAGE ♦ ♦ - \\ OS4\� I / • W W N, w WATER LINE OVERHEAD UTILITY ♦� I WETLANDS 000000 . ♦ WesI \ ` \ TREE LINE - " \ 1 I I SUITABLE SOILS e` � ♦ \ \ \ \ ) �' I III • I`t W t I ' too YF 100 YEAR FLOOD ZONE �G^ / / - \ \ \ \ \ \ I i I I I I I \ I� W \ 290 MAJOR CONTOUR RIP RAP DISSIPATER I I 1 287 MINOR CONTOUR •' L=12' W=6/14' \ J I I \ I I I III W W J LOC LIMITS OF CONSTRUCTION <, D 8" DM 12' \ \ \ I I I I I I I $ + o CLASS B 18" THICK � l IVI � DIV DIVERSION BERM 52.42 ®1.24% 24" 43 \\\ I I I I I I I t_ SF SEDIMENT FENCING�� 2B0,5 \ 1RCP 1 I I I I I I l\ \ w \ x z7s.a7 SPOT ELEVATION INV IN: 279. I l\\ I I 1 1 I I \ I W W W\ W I LO BENCHMARK /� ` <OINV OUT:: 279.60 1 \ I G \\ l I W W W W y W / \ W W PP• UTILITY POLE / \ / <oo l \� \ \ \ \ \ \\ \ \\ I \,+ + + w C• GUY WIRE \ �xoo C� •v + + + 0 ASPHALT \ �' I \ / \\ \ \ 1 I `�� y _ v .v .v I .v .v y .v .v .v .v .V + + .v .v y Nk Nk Nk w WETLANDS <O \ \ 1� \ \\ \ \ w \� I w w w w w y y .v .v w w IV 41 wig w w y w w w w SUITABLE SEPTIC SOILS n 2g3 <O 42 \ 1 1 I \ \\ \\ \\ �♦ f ,v .v .v .v .v .1 .V .v l 'k y •v .v .1 CHECK DAM W/WEIR CD 1\ t\ C� ) \ \ \ \ \\ \ \�Y� �� �Y\ � �Y .��Y � �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y� �Y � �Y �� IV IV ROCK PIPE INLET PROTECTION to ' 1 1 \ 1� �\ \\ \\ \ ,� � + + + y 4, � 4, Nk Nk y\i 41 C� > ( I\ / NP l \ \ ♦ �\�Y �Y �Y �Y �Y �Y �Y �Y �Y �Y NY FYI NY l W NY �Y NY 41 I 41I IV CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C38 30.77 25.00 S14°12'12"W 28.87 C39 61.55 50.00 N14°12'12"E 57.74 C40 40.87 50.00 N44°28'46"W 39.74 C41 40.00 50.00 S89°11'02"W 38.94 C42 76.21 50.00 S22°36'08"W 69.04 C43 39.27 25.00 N23°56'20"E 35.36 C44 39.27 25.00 N66°03'40"W 35.36 C45 59.72 375.00 S16°29'55"E 59.66 C64 104.44 255.00 N59°29'09"E 103.71 C65 154.79 205.00 N69°23'01 "E 151.14 C66 165.39 205.00 S65°52'22"E 160.94 C67 86.89 255.00 S5231'21 "E 86.48 C68 100.65 255.00 S7335'32"E 100.00 C69 116.43 255.00 N82°01'10"E 115.42 C70 244.38 205.00 S76°54'38"E 230.16 C71 157.29 255.00 N60°25'50"W 154.81 C72 91.59 255.00 N88°23'24"W 91.09 C73 81.37 255.00 S72°10'43"W 81.03 C74 68.02 255.00 S55°23'41 "W 67.82 C75 13.14 205.00 S4935'23"W 13.14 C76 70.82 205.00 S61 *19'22"W 70.46 1 �� ,. \V� W W •� `Y \��9-1� •v W✓�W W `Y + O� \\\� I �� ■ \ 74-mm `, \ `Y-`Y �\`Y\". `Y �Y IV IV 41 41 �O f i oft O (( �" k \41 111 O IV . to w_ arm � 0 � �■� �y v W \ � - �� \ t o ♦ � \ \ r0 I n\ I BOG �� w w v . �l .Y 278.63 OG J■. \ \ \ LOC �� \' <oo f 1� iii ■ � i j \ \ ' ❑ LOC \ \ I 00 yF v LO LOIp LOC \ \ \ \ \ \ 1 41-OOlDISSIPATER 2a ` 278.06 r I I 5t % 001 - C ■ I /�01 0°O\ 41 Nv � - ' 1 -001 RIP RAP D SI SIPATER a� l \ \ , ♦ W �W J � 277.48 V.+ I 7 L=2' W=, 2' \ \ \ I I I� I \ 275.055 II\ I \ \ \ �� ,y �7 / CLASS A 9" THICK ♦ I I \ I \ ♦ �v l W I /001 J� i TEMPORARY SKIMMER BASIN #10 W �( / / \ / l \ \ \ \ \ \ W 276.80 III �p ■ L=160', W=56', D=2.0' 4 W / �' ,[ / I % +1 W V) 275.87 / '- v .v SIDE SLOPES= 2:1 / ♦ y � W v ♦ I ( No \ I ( s8 v v v W \ o f �p1� : ��W W // y TOP OF BASIN: 276.00' y 277 44 n BOTTOM OF BASIN: 273.00' ■ N W ' �� ��.■ v W .l 8' EMERGENCY SPILLWAY: 275.00' t y y` .v v vl v I �� ( 1 / I I ♦ ♦� v v v ♦ \ INVERT OF SKIMMER: 273.00' \ ♦ W W SIDE SLOPES OF BASIN ARE TO W W y \y W W W W ♦ / ♦1 �N W W\ W U rW p BE SEEDED WITHIN SEVEN DAYS. \ y I 1 �� ♦ / / f / / / y 1� W 278.25 `� • \ ` **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) �.v .v v� v .v I �1 .v �� ■♦♦ / / / / + / y � W 4' �\ W v v RIP RAP DISSIPATER .v .v W ■ ,v\ \ W=8/23 ♦ WITH 1.4" ORIFICE FOR DEWATERING THE ■ ■ illll ■ ■ ■■ ■ y '� W W 278.g3 ,� 2/ `O Dso=10" DuNc=15" \ ♦ SEDIMENT BASIN DURING CONSTRUCTION. _10 �■� ■ t�■�■ ■ ■ �♦ / ♦\J ' CLASS 1 23" THICK / / I W ♦ W( W lW Al Nk W W W Tt■ ■■ / ( y v■ % ( I I .v v• ■�� ��1/� •v I v w w V N,W v w u Ld U) ■ 16, // I � . • 0160006 � NV NV / l � ♦ � � .v v v v w v v v I v v y w w ■ / �� / 46.31 1® 1.23% DOUBLE 24" RCP �� I / I / / 1 ♦ I �p� J��F, INV IN: 276.77 1 ( \ / % / / / w .v> .v r Nv w w w w w w z' Q�.G��S INV OUT: 276.20OS4 \ / \ ` ( •v J Nv w 1 w w (w v w J ■ ^ / J0 PC,�'� U ■ ■ L ■ �Y�W I 1 / / / % / / �j / ♦ .v /1� .v W W W W W .v \ .v I NV .vim 111, \l C=) ■ �O ��j / Q `� / ^ �W �Y .v v W: / / l I / / (.v v Nv a W IVW W J .v I- ya\� �' ti / ♦ v v/ .v ly y (( / I / ♦ .v 1 v w v v� v l v w �\ J f l , ) \ �� l� ��y��J���������� IlkNp • / 1 J / (( 1Y �Y �Y �Y �Y / 1 v)� i / / f �Y/ \ �Y �Y \�Y �Y �Y �Y/ '41 NV 4'� fN -dT- ' �Y ` / �Y �Y NY NY � 1Y NY NY (J �Y 41 Y DIY Y Y ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE O / J / / ♦� J ♦/ tiI'♦/� f t���-■' ■W �♦' �♦ BENCHMARK AND MUST BE VERIFIED BY THE GENERAL n I ♦ v v v v .v .v v ♦ v .v wI .v d♦ ♦h w v ♦� `w w\ ,v w 1 w w w v w( w w CONTRACTOR, ♦ ♦ 1 / / / / �\ \ 7 ♦ ♦�1 \ \ EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE 40 ♦�(' W W W W ��/�` ■� W ♦•♦ $ I W / � y W Wr W A W W W EVIDENCE COULD BE FOUND TO VERIFY LOCATION, PRIOR TO m p ♦ ♦ / / ♦ / v �� y I� - r \ ■ W Nk CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL o/ � I ■ y� , W y y ` y� v \ f I 1 1 /- -� \ �-v v\ v v CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO n 1 N J ■ ■ ■ ■ ( / J/ \y ` l ♦ l\ I l VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL o `, `V �t `1 �t t `t `t `v % t t �! `V t t � t ^ � t t t � ■ � I I' I ♦ �� � "-N � \\ \ N, DAMAGE INCURRED TO EXISTING UTILITIES DURING Co m/ v 4, W v v v v v .v .v �.v .v r v v v v v v v v .v v v �■ \ I� I l \\ `� .v v .v �� v v v /v v CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL / v y y� W W W 1 W W W W W ' W W- W W W W /� y W\ W W o ^/ \\ ♦ )y C CONTRACTORS EXPENSE. r- ♦ / ` -\ \ ( \ \\ \ ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. �'-i■_' n / / w y v w w w w w .v w y �y w \w C w l ■ ■'� ■ �\ , r /� �/ �\ \ W W i� W HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL ■ �� I ♦� y ,v 4, y ■ ■ ■ ■ ■ !� �;r�-��J-DC cr s� u / \\\ \ �1 ,v .v .v v v v 11 N a I L \ BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER I ♦� w 10000 ♦ y ♦ -5�-/r / F- w w w w w v w v' 274.00 � v ♦ /1k IV 41 FEDERAL ADA AND LOCAL REQUIREMENTS. �� �� \ \ ♦ �� RIP RAP DISSIPATER / �TiiGnr+� ■ ■ n1 a ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS �j w \ w w w w .v r ■>,� `274.00 �'� �O, `�' `t'■ \ W r I \ \ �. ps�8" pMuc=12" �"��f -�� �� I r I OTHERWISE NOTED. 0 ♦ 271.26 �' v RIP RAP DISSIPATER ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF SITE IN n ► W W W W CLASS B 18" THICK O l� ~ W y ACCORDANCE WITH STATE AND LOCAL LAWS AND I I ■'•Ilaw ■W W\♦ py� ; ' O01 D4" Dw=6" ) I `t ' \ \ 11 ♦ t t t REGULATIONS. • _ \� P CLASS A 9" 275.43 / THICK % l l I\ I \ ��\ %. 00'` ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER r 1 �pS�/ r / I ■ ■ W , HARNETT COUNTY AND STATE REGULATIONS. N ro LIMITS OF CONSTRUCTION ^r //� 08 ♦ SO\ " \ I \ \ / / % \ � t (C \� \ ) 0 �� 24.2 AC � Sv'� � 20• 27 277.51 1 TEMPORARY SKIMMER BASIN 12 ll L=80', W=25', D=2.0' # J I � � � �■ � / ` 1 \ 1 I I I \ \ � .v\ � °p r�.�,l w SIDE SLOPES= 2:1 TOP OF BASIN: 274.00' I' W l > / /) ` / ♦ W \W BOTTOM OF BASIN: 271.00' I I ♦ y W W� \ I \\ 1 1 1 \ (( \ 8' EMERGENCY SPILLWAY: 273.00' �,v v / / / I f / J / > y y 'b /� /00 00 \JO�� •% INVERT OF SKIMMER: 271.00' I I Nv _„� � \ �♦ + SHEET KEY C3.4 283 _ SIDE SLOPES OF BASIN ARE TO 00 GpuFz �R�EC Za2 SO \ \,0p j BE SEEDED WITHIN SEVEN DAYS. S01 �� S 1 _ O-\ **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) �\ WITH 1.4" ORIFICE FOR 0 THESEDIMENT BASIN DURING CONSETRUCTION W� RING _✓ W / / / ♦ N, IV �w • �■ ■ OOP LIMITS OF CONSTRUCTION �! v 0 W ♦/- 2�0 / 1 I 1 ) N I W W N, ® _nA / 24.2 AC / 21 ♦ u y / " ♦�-I 284.81 O . wI� � ( 1 ♦� .vim w w C3.1 C3.2 C3,3 � � - ♦. r J Know what's below. 20 / �/ / y W ♦:Owl� 1 1\ y W \♦`► �� Cal I before you dig. 19 / ■ ■ ■ ■ ' �Y . 1 s W WS GRAPHIC SCALE �, _ �' / �� ��♦ ♦. \ I 1 I ` 1 25 50 100 200 77- ( IN FEET ) n ^ w )# 1 inch = 50 ft. \ _/ ♦1 v .v v v I ` I1 w w I v v v/ .✓, / .i, / .ice r l 1 y I I y \ THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED- W W` W W r/ ,, \w 1 WI 1W \W W1 W 4, ■ sl e solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com �CARO Z// � 2 : pF ss /0%-L SEA 02 G I NE .•: ja�`� V//;, COTT 0y01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED GRADING AND EROSION CONTROL PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-3n3 LEGEND: EIP 0 EIP-EXISTING IRON PIPE ERB0 ERB-EXISTING REBAR ERSO ERS-EXISTING RAILROAD SPIKE o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - oPL - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE - - RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS TREE LINE SUITABLE SOILS +� 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR LOC LIMITS OF CONSTRUCTION DIV DIVERSION BERM SF SEDIMENT FENCING x 278.47' SPOT ELEVATION BENCHMARK PP • UTILITY POLE C• GUY WIRE 0 ASPHALT 0 WETLANDS = SUITABLE SEPTIC SOILS 0 CHECK DAM W/WEIR 13 ROCK PIPE INLET PROTECTION CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C60 39.27 25.00 S44°36'48"E 35.36 C61 100.09 675.00 NO3°51'40"W 100.00 C62 77.47 675.00 N11°23'50"W 77.43 C63 37.48 25.00 S28°16'01 "W 34.07 C77 37.48 25.00 S65°49'45"E 34.07 C78 76.84 675.00 N26°08'19"W 76.80 C79 100.09 675.00 N33°38'52"W 100.00 C80 40.00 50.00 N60°48'51 "W 38.94 C81 78.54 50.00 S51 *16'03"W 70.71 C82 97.23 50.00 S49°26'26"E 82.62 C83 32.23 25.00 S68°12'45"E 30.05 C84 80.77 625.00 S27°34'26"E 80.72 C85 120.19 625.00 S18°21'45"E 120.00 C86 144.43 625.00 S06°14'00"E 144.11 C87 39.27 25.00 N45°23'12"E 35.36 C88 39.27 25.00 S44°36'48"E 35.36 C89 21.03 25.00 S24°28'54"W 20.41 C90 110.41 50.00 N14°40'54"W 89.30 C91 40.00 50.00 S79°08'30"W 38.94 C92 44.36 50.00 S30°48'18"W 42.92 C93 46.42 50.00 S21 *12'29"E 44.77 C94 21.03 25.00 N23°42'29"W 20.41 C95 39.27 25.00 S45-23'12"W 35.36 Know what's below. 1 Call before you dig. \ I 100 SHEET KEY C3A �.►� I I I O ■ y � 1 \ � o NC GRID NAD 83 (2011) 0 I EIP /� % C3.1 C3.2 C3.3 I L >..,� y 700 ` \ 00 �\, \W ♦ W �W W W /Y `Y `Y �`Y `Y + + + 106 Yp ♦ ii W W \ OS4 _+ lv •v •v v v l. 1. .lam .lam .lam .v _.G ..�/ I �- \ \ _"\ \ ` \ \ \� \ �.A �.y y Y �.�■ y,_ Y-�I�•Y��/�Jf�\� a \ ■ � ■ - ' °� ---��� ■l�\ �j■��� `��, /� � - \ � _. �* •� � \ .v -vc �i� _ate .v ,\ ��� \\1rp 1 \ �s < \ ■ _ -- \\ ��7 - � \ \ �W ,0o vF _� �_ I` �/ ,o0 100 vF v 265 264 /♦� \- �.-�cb y y �w� /��\ \ \` 4=��\ \\ \ \ / I I L \263 loom* I \ '�► 1 x( I ` ERB I• III. lot, /� 26510o vE 63 \\ W 58 cAY A \\ I l\ u 1 ♦ 62 61 60 � - \ � `� � / titi� o,� 1 � \\ \ ( / a � ' � I � l I � I 'o° o,�''�'Ty. <S, I 10' DRAINAGE EASEMENT v 10 I ♦ ��cF \�� .\\ \ \ \ 1 I \ \ I ° DIVERSION BERM TO BE / \-OG SEEDED WITHIN 7 DAYS / \ RIP RAP DISSIPATER (TYP) , ��G n L=12' W=6/14' L OG/ J f D-8„ DwI-12" oG� ` biV LO'C LOC- \ \ CLASS B 18" THICK / \ / SF,- - Sr LOC SF - , y \ I ■ W 1 LOC LOC- OC I nC LOC-- OC LOC LQC v .� v I `� SF SF - SF - SF - - SF SF - SF Sr - _SF " LOC SF LOC SF LOC SF - LOC SF -LOC F /��\ �,� 56 )) I 1 278 - -- - 279.05 275.71 :10' DRAINAGE 280 2s2 _ / EASEMENT -1+00 2+00 � s+oo SAM ADAMS DRIVE .5+0o s+oo s+3o.so �' �o� �� �� +00 - o o- - T50' R/W -PUBLIC STREET &�- - ��� - �� -I �� c TEMPORARY SEDIMENT TRAP #8 °° - M M UTILITY ACCESS ti �, / SIDE SLOPES= 2:1 283 276.37 TOP OF BASIN: 270.00' - n BOTTOM OF BASIN: 265.50 > l 278.00 277.50 277.01 2�.61 278.54 5' EMERGENCY SPILLWAY: 269.00' �S �� ; / Jt-�'Ol OOl Oi1l 00��0� / SIDE SLOPESWITHIN BASINSEVEN RE DAYS. \• y \ /d .v� w w w `l ) \ \ \ I I i I\ �1 ,- 001 001 001 BE SEEDEDDA S ■ \y �\ �� y� / // I 1' 28gO 65.95 LF ®1.46% 18" RCP / 276.83 / 001 001 001 - 001 001 --?%l� �V I 1 ' I INV IN: 280.46 INV OUT: 279.50 277.43 _ten\�0p / ♦� `I `J� t \ `t `t t t �t `I�`I� I RIP RAP DISSIPATER I V II I �� 55 / / W 1 •I V •v .v .v w w w .I .I t L=9' W=5/11' c II r so= . O 1 \� \ \ / ♦ W \W W Y v v Y v Y Y W W W Y \ \ \ \ I CLASS B 18" THICK I 0 10 y 1 �► .l' u' u' \.l' y' y' u' u' u' .l' u' u' u' u' .l' N _ /, �T ` 53 \ 54 � - ■ ■ (i � •� .l. � �♦ �� ♦ w w w .� W �W � � .v � .I. .I. =a• I / Q / /� � ♦+I � w w \ ems•- ♦� � 1 \ \ � �i � \ ter- .v � w w �w w w .t- � - I II 1Y �Y \ �Y� %Y `,* � '- # y a V I o I // ' - �� �o TEMPORARY SEDIMENT TRAP 11 I \ \ / I! W vl \ w p o L=50', W=20', D=3.5' .l .� I \ \ • l l v JJ v I I ,I j J SIDE SLOPES= 2:1 fn I I \ \ t.f ♦ t �t .v \ ���\� I 00 >� TOP OF BASIN: 272.00' BOTTOM OF BASIN: 269.00' \ \ \ EIP U w' l r ► w �� v v v v 4 �\ �j� .t ` I I I / 0 5' EMERGENCY SPILLWAY: 271.00';, \\ / N �, N LL N 1 I �• �• `� ♦W w ^ �+ C) SIDE j BE SEEDED WITHIN BASIN SEVEN RE TO DAYS. ���W-y �✓ W W W W� �/ LLJi Ld � I � \ \ \ � 272 I � � ♦� y W W � W �W W W W U ( ( �,�A I O I I♦ / _ �IL \ \ I UI I J F- r ♦ cj, �277 , ♦ / 66 0 � I0 -LIMITS 24.2 AC CONSTRUCTION / \ 2 0 \o °° �� j W W� W W I\ Oo �/� N 278LO -� N\ ♦♦ t t t U I , r cfl 1I 272.00 L0268.91 - OJI 00 \ I ( 279 �� 265.83- W 0 48 \ I / 264.19 cb I 6 I- 51 50 49 280 O O � � / � 273.99 �001 �0� �j ^ ♦ ♦♦w w w > l I 274.85 I� \-G� 20 DRAINAGE � .v �\ � -� 3/4" - SF ek °,� EASEMENT \\ \ ERB c� r G ♦ `t I O I O 276.67 �\ I •F� i 46 1 67 � \ \'0G/ � � � G 1 2 8.43 O \\ I 5 \\ W I I \ 100 yp SF to LOCLO LOC C LOC LOC-- OC LOC- c L0� SF 0 a 295 - SF 5' 0 1 • w w N I _ o r TEMPORARY SKIMMER BASIN 9 1 '• o+00 RUSH LANE s+oo # \ w ♦ f W + 2+00 *1 o L=100', W=30', D=2.0' ♦ ■ ' • • N 50' R/W -PUBLIC STREET & � - �- � � n SIDE SLOPES= 2:1 l ♦ � W♦_, \ 10o vF '♦ vl UTILITY ACCESS � / L / \ o I A - I / - k TOP OF BASIN: 278.50' '♦'I ' ■ i 68 i , - 293 291 - _ G LOC��r \ BOTTOM OF BASIN: 275.50' \ \ i\\ • C� 0 2� ro 8' EMERGENCY SPILLWAY: 277.50' �_ I.♦��� \ L♦�. \ I - LOCH L s n INVERT OF SKIMMER: 275.50' �%I \� \ \ o per' LOC 296 L LOC LOC SIDE SLOPES OF BASIN ARE TO r `/'♦� o �1 \ \ BE SEEDED WITHIN SEVEN DAYS. 1► ♦ �� \ o r p o- \ **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) ` \ c \ \ I o\ r WITH 0.8" ORIFICE FOR DEWATERING THE \ -• I o \ to N CAL o RIP RAP DISSIPATER 1� y ♦ \ i� \ \ I N C SEDIMENT BASIN DURING CONSTRUCTION. _ _ \ \ I , I jo LIMITS OF CONSTRUCTION G z � L-2' W-1 /2' � 0- O 24.2 AC \ % \ 7� BOG �, Co D 4„ DMAX- „ �� ,♦� I I fro N G/ C1 CLASS A 9" THICK r W ♦�♦ ♦ !S LL i I I o 35 37 P TA ISt • 69 I I 1 1 _ I \ IV) 2780CDiO \ � 1 1/2 IM EIP �■■■■■■� MATCH LINE SEE SHEET C-3.3 I ' 1 0 , N N U1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ � ■ L O CT\ O +- N 1 ♦y - U O J U 0 J n \ o0 278. 280.28 y\N� 9 `53 GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 0site solutions civil engineering I Land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CARO 2 : pF SS O.:-L SEA • OG •4 .� G I NE .•: ja��� 0y01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED GRADING AND EROSION CONTROL PLAN CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-304 � ■ ■ ■ ■ ■ ■ t� ■ ■ ■ ■ ■ 1RAUAEENURALMNEELALA 282.27 ■ ty 281.89 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED VICINITY MAP NOT TO SCALE LEGEND: EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR ERSO ERS-EXISTING RAILROAD SPIKE o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE — OPL — — — OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY - - WETLANDS TREE LINE SUITABLE SOILS �,00 YF 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR X 278.47' SPOT ELEVATION BENCHMARK PP• UTILITY POLE .100 v �,00 I 4 O S �—� ,0 I I I m o I I I I NC GRID NAD 83 (2011) U) �- 100 YF O o I I �o 0 1 \ I I SEE SHEET G1.0 FOR HARNETT COUNTY UTILITY NOTES \ N/F \ \ °o TIMOTHY B. MCNEILL & WIFE, N/F LADONNA C. MCNEILL �`" ��GWENDOLYN C. MATTHEWS J I UTILITY NOTES DB 2568, PG 125 DB 1068, PG 661 PB 2004, PG 109 0 I 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE �� J A I AS-BUILTS DURING THE CONSTRUCTION OF THE WATER LINE. �`�/J / 10 YF J ,J / ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE J 3/4" I AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION /mow/ � g ° h \ �r \� = �� i y I\l (/� I ERB OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF ,o° ✓� �° I �� ���� --f� /-`/ I) I ( N/F I I TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR KIMBERLY C. GARNER WILL PROVIDE THE AS -BUILT DRAWINGS TO THE OWNER TO BE DB 1068, PG 657 USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION OF THE PROJECT. .o ' 1 ��� 3 / 2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES y. \���-' ARE APPROXIMATE UNLESS OTHERWISE NOTED. ° �� N/F 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL \ \ SHAWN E. CRUTCHFIELD UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK. N0 �� -� ,00 yF ``` ❑ DB 1441, PG 536 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PB 2000, PG 438 PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS °/✓ �'/�� I '�� I �.� 100 \ 5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS _ �,�L�� IIII �/ I POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO Io �, �� — v� L.... $ ��� I LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED, 100 yp 1p y 1�Ill���r �� 1 AND WITH A SMOOTH INVERT AT THE JOINT. OVERLAP �� c J\�' >ll 1 % (�— 6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED 2 AREA I o C'oo ` 9�'�LF�yr Oo� I )lI I�I ERB SPECIFICATIONS. IN CDE WITH HCDPU AND NCDEQ TECHNICAL a `�_� % l— v ` O� QT l\ I I J 7. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE o �-� -f�� ; �� �,� 1 J j INSTALLATION. N/FJUSTINA DEL CARMEN GARCIA I / �\ S�� �`/�J �� 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD DB 3647, PG 758�IAND WATER HCDPU A MINIMUM BEGINS. THE°CONTRACTOR SHALLURS BEFORE ALSOCONSTRUCTION g PB 2013, PG 370 = _ — — — NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN ADVANCE OF ALL TESTING. S MADAMS DRIVE \\\\�\ /' f Fc�,� �` I �1Ir l f j 9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY 0' R /W -PUBLIC STREET &_-\ MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN UTILITY ACCESS — i "•�. I \�� ` \> ,1 /// 1 PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A 2 �i LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT oo ENGINEER PRIOR TO DEMOLITION. N/F 10. ALL ELEVATIONS ARE IN NAVD 88 DATUM. SHELTON L. CRUTCHFIELD, SR. 11. WATER METERS SHALL BE PLACED 1.5' INSIDE OF THE UTILITY I I \ I �w �� DB 1441, PG 534 0 wul� ` y �� \ ��✓ PB 2000 PG 438 EASEMENT ZL Ill / EIP �,\� � II � V���-�- C GUY WIRE � ASPHALT 0 WETLANDS \\3 �/ / I \\ I 1 �i/ -A ERB W 0 SUITABLE SEPTIC SOILS N/F \ \\ _ / \\ 2 I `� ( — PROPOSED FIRE HYDRANT LYONDSB INVESTMENT3185PG73 LLC RUSH LANE -`�- o_\� ( W � ♦ ♦ �\ \ / ■ PROPOSED WATER METER ♦�i \ ❑ I � _ PB 2013, PG 370 � � � 4 PROPOSED GATE VALVE I ` 50' R W -PUBLIC STREET &� — _- I /UTILITY -ACCESS � � N' ` � ♦ �" H PROPOSED WATER VALVE ; y �r� �,000 ♦ \ f\�1 / • PROPOSED BLOW OFF \� Z r / r \ ° N \ N F �(ICAJ C �/ IIII \ �?J� �` \\\ I RLAP\ / F2-IPROPOSED TEE / I '�- —� Ill PROPOSED PLUG f-` \ o� ��17 j L`� ♦ ♦ �_\\ �>� Ill \ AREA W SHELTODB 1626, PG 954 N LEE CRUTCHFIELD, JR. a \ J, J \\ I l ( Ij / PB 2000, PG 438 ' EIP /2 I / W �� \ I �f (I100 / /� \ FLAT'■AR ■ ■ I �—� IIII l EIP 41 Jw HANCOCK COURT BREWSTER COURT I? f U UII O `�0v / / �` I /r/ `' `�� `'�` I��7>► -� m cQ� 50' R/W PUBLIC STREET & R/W - PUBLIC STREET & UTILITY ACCESS UTILITY ACCESS 1�1II I I / D\ �'�J� `� �` \l \� \1 �L �'���.,.v � w � l °•� •F oo ., TBM ,O / El �r. A�� .`y� �� �i �J �-- r W 4D DISK #1 o /<�rYO,p�� � ,/�,/ N 566,614.827 p< _ // �� / _ r �c0 ST F rf ` �� a �� / \ � y� v L)�J�` v, \ v 4, E 1,968,747.382 � / �3 .FSSRFF � I o \\ ✓ � l � �-- `> � � • � I ) � �) � ELEV 296.74 C- / / F \ T cg ��■/� 1 w \ "� \ - , ' � 1 r .v v l v w w NC GRID NAD 83 -� w // / I / (2011� / / Li d' it ///�/l ti l t\ ■ �/ N AVD 88 / l .v \� v~i �� . y \� k\ D �I ■ (�--r v L �/ r w t v D v v4 w N/F a�� f / / ! 9-cp 41 �f PJOHNAUL GD MMcLEEODcLEOD & � f���i� DB 688, PG 213 O U r l /I W J I "ems Y �v �Yu+ f - y V Y Y 41 41 op 0, \ \ ERBIJ I \ J IQ of r ne wa—\� I �\4 ` �/ .001�`� \ `ERB 3 ��\ y oat \ ` �� ��y / \\��\ / rr r / �`w �G. �K , l \ l 1 4 ERS R °off optLO I YY \ ��'� _ I �I l ERB --� I V \ \\ - W I / \ 1 11 / _�i/ \ 1 �1` \\� `\1 _\ri ➢y �� 41 EIP 1 / l�� \ ` / I 41 1p 1p W Y Y Y y / l l Y � y 41 1p IVv 41w w ANN L. DIGIORGIO 'IV�_ �G j� �� v I i\ \ \� j OE Pig GG c� % v ) I� \ yr I, w w v v 14, w DB 1633, PG 520( °° PB 2002, PG 567 `v �� \ \ �. // �6 R� �( \� w .v w � w I� l I 100 1F + 700 ERB � .y �" // J �i / �� \/'Y �� / ,' �� �_ /~ W� \ `Y �Y �Y �Y �V 1Y IV + + 41 EIP1\1 ♦ Y Y Y Y Y Y Y 10o yF 1" ERB �1 o w ' �— 1 �� �7 /* �\ lY� _ram \ \ 4 1 ( \ Y Y Y Y Y Y Y Y Y Y J EIP j \ \ l ll N/F 3/ , ♦ I v �\ v - �- -� /f /S�� f .= / ( �-- \1 11 v\ jv�� W Y Y Y Y Y Y Y Y JOHNNIE J. CHALMERS Ell ° \ �, W w� ! ) / � �� -/ // v� DB 752, PG 328 / �/ 1 -.r f/ i ��� l / 1" EIP W �Y �Y �Y / ' �Y �Y �Y �Y �Y �Y �Y �Y Y Y Y Y Y PINCHED 0 (PINCHED) `\ ` j w w w w v w w w w 1 1 /2 ■ .4. �Y �Y �Y W W W 1v v W W W W L EIP /J 100 rw 41 .1 .1 1v 1v 1v O PL'—W 55— -,- ) OPL`� —� — L \ �/ 1 EIP2 ❑ 100 0 OPL JOHNNIE CHALMERS & WIFE, EIP PARTHUNIA CHALMERS \ \ \ 1 \ `� \ v v j 100 v v TRACT 1 OF i I �� J S i / / �- w �- \ \-�� �. ♦- �� DB 338, PG 283 N/F 1" EIP \ JOHNNIE J. CHALMERS I �! \ ✓ -^��� `ti 100 yF TRACT 1 OF I -_ \ \ ��\'� N/F -\ v~ DB 891, PG 33 JUSTIN EDWARD MASSA N/F �` DB 3659, PG 23 . I CATH 2153E CALLA AN I PB 2019, PG 21 DB 0 Know what's below. Call before you dig. L/2" 2 EXISTING EIP 0 0 GRAPHIC SCALE 150 0 75 150 300 600 ( IN FEET ) 1 inch = 150 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com IkCARO �Z// 2:pF SS0- SEA 02 .G I NE .•: ja��� z �O I I111a 0y01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS DETALED UTILITY PLAN PIN# 9566-87-5399 9566-88-5648 9566-99-0966 CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=150' DATE RELEASED APRIL 1, 2020 SHEET NUMBER THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED C-400 NO2°05'59"E r \\\ \ l I I //I `�\\ \ /� ■ SEE SHEET G1.0 FOR HARNETT COUNTY UTILITY NOTES / 30.72' / \� ( �� ) / �� l- ■ SHEET KEY C4.4 1 m / ✓\---/ . NC GRID NAD 83 (2011) p EIP-' y C4,1h4.2 T■ - NO2'05'59"E 927.53' SSG\ \ \ - E E E %� E 2" / / \ \ \ / �- \ / ♦ E r /o Mo, // I E E E �E ♦ - UTILITY NOTES / / / \ l / 85 E E E -' E'/ � 4+94.6� 4+94. 23,695 SF 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE / / / / E E E E 2" BO 2" GV \ AS-BUILTS DURING THE CONSTRUCTION OF THE WATER LINE. / PP ♦ r �� / / ♦ E (0.54 AC) ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE CDE �E �E ' AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION `E E E E E I OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF / 28,281 SF / / / ♦� E E TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR , �/ (0.65 AC) \ E E E E E E /� I J / / WILL PROVIDE THE AS -BUILT DRAWINGS TO THE OWNER TO BE r cLO O WM4+61.7 USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION / / a i ♦ E E I E E E E/ E I to OF THE PROJECT. // \ / E E E E E I I N WM4+51.7 E E 2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES / I I / I\ I I \ ARE APPROXIMATE UNLESS OTHERWISE NOTED. / / / / E E E E'- E E E E� I \ I 2" SDR 21 PVC WATER LINE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL / ^o I /,� / l LE E E E E E E ■ UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK. CD 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY oo PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL , 27716 SF > \ E E E E E E \ \ I 84 COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS Q / / �\` \ ,E (0.64 AC) 5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS Q' / POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO 4O / / \ �, �\ \\ \ moo° o / ♦/E E E E E E E ` I I I (0.460SF AC) LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED,! / 6"X6" TS&V 6" X6" TEE x , OS7 l I AND WITH A SMOOTH INVERT AT THE JOINT. O i/ 0+19.8 0+54.0 \ -A E 6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED GAO �� / _ �\` �� 88 1 / E E 83,920 SF of xoo E E E E E l I IN ACCORDANCE WITH HCDPU AND NCDEQ TECHNICAL 0+54.0 �c / E E (1.93 AC) E E E E j E / I I w SPECIFICATIONS. v� �\ / / / FHA \ 33,042 SF / / I'E E E E E E E • LU � cn 7. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE ��, w / \ \ \ (0.76 AC) % I Z 1n w INSTALLATION. / / i /E� E/ � � I a v v 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD p� J0 / \ 6 \ o J AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION , Q / / o, ♦ //�- r o / N53'36'42"W \ \ `' /� E J I I , r OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO ,r o / x / / E E E E E E E E-E E E Ems♦ o NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN O / 98.61' \ �� f r • 2x y� J �/ E E E E E E E E -E� E • I ADVANCE OF ALL TESTING. / I / \ oo / / / •��� W ~ 9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY Off' / 6"X6" TEE oo \ E E E E E E E % �� - �N I I 83 MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN '�� // //s�° \\ \ 1+92.3 � Sp• S ��\ \ / x / �♦ E - 7 - E` - E� ■ PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A �Q- 1" \ R/��O / • • / I o 20,000 SF / 6"X2" REDUCER !y E E E E E �_ Ln I LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT / EIP 0+18.5 6" GV � � M0� � / / � �� /- � (0.46 AC) ENGINEER PRIOR TO DEMOLITION. / opt 2+02.3 Tj�� A� /VQ\ \ / E�- 10. ALL ELEVATIONS ARE IN NAVD 88 DATUM. / / O 2" GV wy ���C 11. WATER METERS SHALL BE PLACED 1.5' INSIDE OF THE UTILITY /1> / \\ opt \ 0+28.0 EASEMENT / �` / - 23,738 SF / / \S FFT o \ E ( E E� E E E J N35'43'00"W 46.39' 5/8" ERB / �rl �� (0.54 AC)pt \ / 6"X6" TEE, �� E f� E ♦� ~ WM2+61.7 �D� N�0' \ op \�E 2+6\>,,,, \\� .tom' ,\ E WM2+52.3 87 2+63.0 \ / 3 I I FH ` \ \` ` 23,676 SF 1 , TBM / �� /� \ / oo \ \ \ \ 4 / (0.54 AC) I 4D DISK #1 i ( S18'19'20' % I N 566,614.827 Of/ ■ ■1 32.4 \ / / /< \� o / \ \ \\� \ E 1,968,747.382 / EWA, \ / o EL 296.74/ E E f E �E EI E \ �4j.6 / / / / \ \ �\ \ NC GRID D NAD83 i N / C / (2011) E E E \E \ \ E E� (, / / J l �/\ \ ` \ \ \ \�` \ 86 / / 24,510 SF NAVD 88 tK E =/ E t E E E E E .\ / / / / ♦ E E op�E� \ � � \ / 3cv (0.56 AC) E E E \ E \E Y E E / / / ♦ E I E(� E� E N \ \\ 6 \ \\ `` \ 20,956 SF opt 8°7 \ /oo \ (0.48 AC) N40'30'54"W E E E ■ E E E� / ,••E E E E �r ` 92p,e' �`6„ \ \cb E / 110.08' OS1 E \ E\ ♦�♦ E E / / /E � E\E E E 1 /E� �op3,36`iQ2 \\ \ `�` \ xo� "�y < �♦ E / E E E E E E \E EC E \ �7A PP ♦♦ E E \ 40,093 SF E E\ E ♦ ♦ 1 �/ ♦' f \ \ E E (0.92 AC), E C \ \ Ci E C E E E E \ E 1 E / ``1 ■ i ■ E E E \ E \E ■ tN E ( E E \ E E / E E E\ i� I \ E\ E E\ E \■ I I E E sX I) \ `♦ \ E ♦� E \ I I I �E \ E E >IN a � ■ ■E E \1 E E E L f opt 3/4 \ l \ � \ Ik I ♦ IOPL ERB � \ � ♦� I I I � �• _ ♦i E E 1I E E I 19326 \ \ \ ■ I - I II\ \ E E I EI E I \ / 8 g8»w � \ � -- � � � \ �\ �1► E \ C �\ \ E E\ \ �xo / 26,392 SF WM2+76.1 1102,979 SF, \ \ o 0.61 AC 3/4" O I I 2" SDRI 21 PVC WATER LINE \ ♦ EE\ \ ` o / op� ( ) ERB I c / \ \ \ (2.36 AC)' E ) E ♦I 1 o0 1 r 6"X2" REDUCER 1 opt O I It E /E / \ -0+7.5 GV \7+83.3 S16°38'58"W I �� -1 1 i\ O 6 \ �\ a\ E !� / E E IE� 1 / Q� 6"` � 0\02.0 �{x FH \ \ \ opt \ 38 56' I n n \ \ I 6 X6 X6" TEE rn O E I 7+44.2 \ ♦ \ pt ,28,494 SF y�� ^x -05 AC 80 (.6E 1 E E E I � 6" GV 9x \ op 1 N \ j \ )� \ I E E ( O 7+54.3\TEE oo ` 21,693 SF, \ '- e �E E E l / • 6 X6+83 3 `� \ 5`L (0.50 AC) opt / 6 \\ 1\ _� \ .� E\I E� �■ 20,323 SF \� \ ��x� (0.54 AC) \ �� 4+06.5 -J ( E) E r (0.47 AC) \ `0 NSF ( , 2" GV 1 s opt / ■ � Opp EIP ANN L. DIGIORGIO I I ^' N� / I E E 31,738 SF \ ` xoo • DB 1633, PG 520 wM4+3/,8 % / E\ E E E (0.73 AC) \ ♦ �� \ _ 79 ` PB 2002, PG 567 / wM41-463 ♦ �E E / \ \ \ 20,435 SF- / / E E E E I \ �� (0.47 AC) \ x 0 ...... ...... ®R, N 4M' I E E E E E l \ 4F ox \ ip x o' E E E E \ 1 33,233 SF �� \ ��,)EIPEGEND: o ��� a� E E E E E (0.76 AC) \�` 'oxol ERB EIP-EXISTING IRON PIPE z �� k o \ ✓ 5 E ERs0 ERB-EXISTING REBAR E E E E� I �\ \ �k EJ OO ERS-EXISTING RAILROAD SPIKE � E ,/ E �\ � � - - CD \ ` s � � - E �� \ ■ y ♦ \ \ \ ♦ " E �E E M� o COMPUTED POINT 22,173 SF N/F NOW OR FORMERLY . (0.51 AC) 1 \ \ E E E EJ _ \ ' 24,808 SF i I �� 1 R W -RIGHT OF WAY 1\ ` E E E E \ / (0.57 AC) _ �� E E E N / PROPERTY LINE 31,042 SF \ l \ E E E E \ 1 J - ox� \ \ \ 1�E E E E3 - OPT - - - OLD PROPERTY LINE (OJl AC) E E E E E E )�_ \ y�er^ \\ \ \, I♦ E ADJACENT PROPERTY LINE 058 AC \ l I E E E E E 1 �` s\ oo ■ E ■ ■E �E♦♦ 'r - - RIGHT-OF-WAY � 5,131 S) % r / E �1E E E E * �- \- O \ -SETBACK LINE I / J / E E l E E \ \ SD STORM DRAINAGE l / / 1 J E ° E JE EE�-� �� 29,108 SF IN, w WATER LINE / / l / l� E E E E � \ / -� \ - f (0.67 AC) OVERHEAD UTILITY / / �/ /1E E E ♦ / �� �' \ \ - , WETLANDS N79'58'13"W / / E E E TREE LINE 10.84' / / /� E E IE E -*j�/ SUITABLE SOILS - 1oo YF 100 YEAR FLOOD ZONE 3/4„ E E♦�� r / 290 MAJOR CONTOUR ERB / % ♦� E rE E E E 287 MINOR CONTOUR ♦ 1 C E E E E Know what's b@IOW. - O 1 X PP 47'SPOTBENC ELEVATION 1" / / Call before you dig. I BENCHMARK EIP � S01 °25'32"W 1139.21' • UTILITY POLE C GUY WIRE 0 ASPHALT _1z WETLANDS i SUITABLE SEPTIC SOILS 50 N /F PROPOSED FIRE HYDRANT 0 PROPOSED WATER METER JOHNNIE J. CHALMERS * PROPOSED GATE VALVE DB 752, PG 328 H PROPOSED WATER VALVE • PROPOSED BLOW OFF FTA PROPOSED TEE ► PROPOSED PLUG 3/4"■ PIP GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com • 4� r`:9 SEA 02 .G I NE .•: ja��� �O 0y01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS DETALED UTILITY PLAN PIN# 9566-87-5399 9566-88-5648 9566-99-0966 CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-401 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED LEGEND: EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR ERSO ERS-EXISTING RAILROAD SPIKE o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - oPL - - -OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY -SETBACK LINE sD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS TREE LINE SUITABLE SOILS +oo Y 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR X 278.47' SPOT ELEVATION BENCHMARK PP • UTILITY POLE C• GUY WIRE 0 ASPHALT 0 WETLANDS = SUITABLE SEPTIC SOILS PROPOSED FIRE HYDRANT ❑■ PROPOSED WATER METER 4 PROPOSED GATE VALVE H PROPOSED WATER VALVE • PROPOSED BLOW OFF FTA PROPOSED TEE ► PROPOSED PLUG SEE SHEET G1.0 FOR HARNETT COUNTY UTILITY NOTES UTILITY NOTES 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS-BUILTS DURING THE CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION OF THE PROJECT. 2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK. 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS 5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT. 6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH HCDPU AND NCDEQ TECHNICAL SPECIFICATIONS. 7. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE INSTALLATION. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN ADVANCE OF ALL TESTING. 9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION. 10. ALL ELEVATIONS ARE IN NAVD 88 DATUM. 11. WATER METERS SHALL BE PLACED 1.5' INSIDE OF THE UTILITY EASEMENT 50 0 NONE" ■ I I I �►♦ MATCH LINE SEE SHEET C-4.4 �■�_ �■■_■r_ I 0- I 71 I �+, Cq 22,211 SF 70 (0.51 AC) • I 3 I I 33 020,866 SF I (0.48 AC) I 1 20,478 SF 23,065 SF II (0.47 AC) / (0.53 AC) SDR 21 PVC WATER LINE I I / Q, _ ■ I I 0 o Mo o o I + 3 1 - ■ S2 / N 6„ GV 2 W 284.61 N09 26, 09„ ■ 2" ■ FLAT BAR I ■ 72 ■ I 30,288 SF (0.70 AC) I I I 4� s m NC GRID NAD 83 (2011) O y O� , 2 �� 21+81.9 - - _/- - `N 2" SDR 21 PVC WATER LINE _1W 73 % \V-� - - - - - 2+43.0 2+73.0_♦v E F E � `� I +W2 W2 2W2 V 2 GV � fir♦ 28,020 SF W2 W2 _� \� ♦ ,�- -� F \� \ 0.64 AC 1 0+0oHANCOCK COURT 2+0o BREWSTER COURT iE E E E t OS5 �7� E Mr ( ) I R/W - PUBLIC STREET & O6"X2" REDUCER 6"X2" REDUCER t+00 4+45 n� I � ♦ E E �♦ I-0+35.1/ 2+51.3 2+64.7 50' R/W PUBLIC STREET & I 1 r♦E �� E E E E E E �� F 2" GVUTILITY ACCESS 6"X6" CROSS UTILITY ACCESS E \� E 60,243 SF E E �_ _\ E E ♦ 2" B0.1 3 21+71.9 4+63.3 ♦ ■ ��� (1.38 AC) \• �� • •� • ♦�♦ E ♦ \ \ - - - - - - ---6"X6" ITEE / - - - - - 4+58.9 21+09.4 I� 21 +09 4 111 ■ �_ \ ♦ / 20' DRAINAGE + I i cl I FH - ��' k 15' DRAINAGE 4 E EASEMENT 0 k� �o � E � I � 75 i I � •s 31 EASEMENT •21,190 SF F • 20,730 SF I 3 (0.49 AC) �� ■ E E�� \ ) (0.48 AC) o74 ■ \ \ ♦�E � F ♦ � 23,991 SF I I 20,331 SF ti � / \ �♦� (0.55 AC) I I I (0.47 AC) i,/ (� 30 / • •'E �E \ 1 f V 20,729 SF / V� �� E E ' U \• E E E E WM20+ 1 \ (0.48 AC) > E ■ • \E E E E OQ2 I I ■ tttttttttttt�■ ■ •E E E l E OS5 W \ E E E E WM1g+8g 6 N 3 I Y / ■ E E /E E E( E 60,243 SF ■ w \ E� E E E E / / / E E E �� E E (1.38 AC) ' \ E� E E E CDWM19+93.9 u E /E E E E ELLJ / ' l WM19+ / • 1 ■ w ■ `�\ E E E 20,237 SF 84.4 / ■ E � E E E�• 0 (0.46 AC / LLJ 1 _Z k k Imo- y�, E e / / / ♦ E E E F E < � � c / / oo / / 111 � 28 / /� ♦ E E A ♦� \ / C' 21,347 SF / E 4 E (0.49 AC) ♦ E E �� OS6 22,219 SF 165,664 SF E �• � 20' DRAINAGE / / � � / / _ `♦ ■ ", / EASEMENT �E E ■ / / / / / ♦ E E �\ / o ■ � E E � "� � / ^fix �O E E E ♦ O 27 0x' 20,124 SF • 00 E E ♦ \ ��x� 6"X6" TEE \ ■ i :k E ♦ 28,945 SF u8 / 17+54.6 �` \ (0.66 AC) / 17+44 9 0+ 22.9' ` I E \ E O / E E ■ / �� 6"i6+22..11 \ *1 s0• 71 25 ^ 22,671 SF / E E I E ^^x ��/L OFs \ X (0.52 AC) 20,083 SF E >; E I <-4 • / i� / 17+2.1� \ �T/�7To� COG `` \ ��� x� (0.46 AC) �♦ E E� E (E �' / ♦ `tie \ CFSS.T'QFFT \ / /E E E E�[ �.♦ E E E � E E E E E E E E �E E E Ey / ; �/" �1 J �6 ♦ / 13 -I 21,214 SF E E (0.49 AC) / ,,00000 3+00 4+00 �- ' - W6 1 � ws yI' --I / ,5 ■ SHEET KEY C4.4 C4.1 I C4.2 A� C4.3 / OR CD 22,989 SF / ♦ E E L L L E E 17 Z 1 E E E E E : 28,232 SF Know what's below. 3/4" �E E E E E E E (0.65 AC) Z EIP 12 E E os3 E\ F� �� C111 before you dig. 32,070 SF ♦ I E E 49,379 SF F E E EJ ♦ 15 CD (0.74 AC) \ ` E E (1.13 AC) F _F E E E /� 48,566 SF ■ ERB \ �I E E E E (1.11 AC) 38,829 �S (0.89 AC) �♦�� ♦E E E E E E E E♦ I E E// 1" EIP \ E E E E E (PINCHED) E� E E` E E GRAPHIC SCALE ■ \ E E E E♦ / ♦� E E E 25 50 100 200 ■ S14-472guWE E ♦ \ \ / • E �♦ _' /� ♦ E E E E / E 4g6.67' \ / �' / / 'F �E //;\�� •���E E E E E JE E ( IN FEET ) / / /E E E E E E E �E --E�F E E 1 inch = 50 ft. / ■�'c�♦ E E E E E E E E EE E EC E E E E E E E E ■ E E L E �E E E ` ■ THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR ♦ TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED III,, 1 - - - oPL - - - oPL - - - oPL - - oPL - - - N01'26'20"E 954., 21,639 SF 0) (0.50 AC)44 + + s W6 ♦ E /E E E E E E 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com �CARO �Z// ss /0% L SEA • 02 •• G I NE ••: ja��� '�� �O I I111a ``` 0y01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED UTILITY PLAN PIN# 9566-87-5399 9566-88-5648 9566-99-0966 CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-402 • oo �E �� P LEGEND: E \� O EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR 40 • • ff ERSO S 1♦' E O ERS-EXISTING RAILROAD SPIKE I S \�♦�E rr m �� \A o COMPUTED POINT . \ E 100 \\ \\ N/F -NOW OR FORMERLY NC GRID NAD 83 (2011) 0 '-- , �,2 000 E R/W - RIGHT OF WAY` ♦� PROPERTY LINE y � SN • • \ o - oPL - - - OLD PROPERTY LINE sl, �N� S: • �, \\ \\ I 8 OVERLAP `O ADJACENT PROPERTY LINE RCN • �� \\ \ \ 1 AREA w RIGHT-OF-WAY ' • \ \\ I I I I E E E N - -SETBACK LINE SD STORM DRAINAGE • • 00 Do 00 - �\ OS4 I ` E w WATER LINE ••' 1,854,208 SF % ) I \• E E N OVERHEAD / E WETLANDS UTILITY 00 ♦ � �` (42.57 AC) E' TREE LINE • • ' ■E � � SUITABLE SOILS SEE �• \ ) III III ■ �E F F I 'o° too YF 100 YEAR FLOOD ZONE • E' E , 290 MAJOR CONTOUR E E � / \\ \\\ I I 111 I I I \ I E E 287 MINOR CONTOUR \ E E 1 I I \ I I x 278.47'SPOT ELEVATION E I BENCHMARK PP• UTILITY POLE E �E \E IE \ C• GUY WIRE 20,336 SF tk EE E E S05°24'58W(0.47 AC) 383.5ASPHALT E�E E IE k 9' WETLANDS EE SUITABLE SEPTIC SOILS EE E E E E E EE E E E\PROPOSED FIRE HYDRANT ��E\E E E E �EiPROPOSED WATER METER I E E E E E t E y * PROPOSED GATE VALVE \ I N PROPOSED WATER VALVE $ \ 06 42 \ 11 I \\ \1 \�\ \♦ f� E E E E ) E E E E E 1 E ��E E E E E • PROPOSED BLOW OFF 38 M�k0 \` WM�k� 20,340 SF \ \ \\ \ i \E\ EE � \ E �E % E /E E E E E E E E E E E� E GS' E E FTAPROPOSED TEE 20,654 SF W WM�k1� �� (0.47 AC) ' 1 1 , %�\ \\ \\ \ E E E E l E E E E E E E E E I E' E I E E (0.47 AC) / ( ` \ ♦ E E� E E E E E E F E E E E E{ E E E E E I E ► PROPOSED PLUG \ \ I I I 1 1� \ " E11 IN- �` \ \\ / I E E \\E E� I1 E �' ■ E� EE E �_ E/ E E\ E E` E E E E E E E E E �QL - =� ■ 1 E E E E E E E-E E E E E E E � I f �- �� -- E� E E E E E E E� E E E E E ( I ft , \ \ \ / / ♦♦ E IE I ~\\�- l _ 1 \ E E E E '� E E E E E E SHEET KEY C4.4 �,y / / E / E ��\�E `� \ � �- \ - = _�� - 10 l�E E� E E\ E E \ E � E 20,096 SF k \ \ \ \ -�_� Mk 22 11 SF / J� E E E E E E E E� E / C4.1 (0.46 AC) W g02 ■ ■ _� 'I<- _\ I_ � \ I 1 1 l�k (0.52 AC) / ♦ �� E E E E E \ \ \ �� \ • \ \ ` \ E E E E E \E E E E �1 k � E � \ E E E E E • \ I` --1 � � ~ \ � l ���({ E 'E E E l E E p E / \ / �)•EI _� E\ E E E � 1 � � � I I \ % 7 • � ■E iiiiiiiii� � 1�- \\ � \ \ \ � � � F^ E E E E < k N + 1_� \ I o0 YF E �E E E C43 � 1 11 � � � ��� 1�\� � C4.� ' / 1 \'� / \ \ \ \ \ I \ E \E E i } I �� I �< \ 1 \ 1 E E E E E 'E \ I I/ ♦ E E E E I 1 ( \ I s$ E E ♦k E E� E�`•�2/ / ■ �■ E E ■\ / ' �■ E E� E E�- fir' `♦•■�E E E� E E E' E �•• \ / 1 I / I I ■■1� E E E 1 ♦ E E E E 'i / / \\ E E E E E E f� E E E E E E E E E �\ / l / ♦1 E SEE SHEET G1.0 FOR HARNETT COUNTY UTILITY NOTES U E �� E E_ \E E� E E E E E E E E E E \ E I E E E1 E E `E♦• I f / /E E F goo �, JN 1,//// UTILITY NOTES Ld ■ E E E E E E E E E E E E E E E E E E E E E E� • fE E E f _ ■ E E /// �� 3rO E E E E E E E E� E • ■ ■ ■ ■ • �� ■ E7 ■ ■ ■ ■ •/*IS • • / ♦ E E E /� % E�♦♦// V / l \ E E1 E E E 'E E E■■ ■( J I E E �•■ / EI E �E E l E E E W' 7 .. ■ / Iy E E r"� i t♦ \ / I / I I / E E E E E E E / E E / E 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE \ ■ 4T ,/ • / ■ 0 _ / / ` ■ IE E E E E E E c E E E E E E AS-BUILTS DURING THE CONSTRUCTION OF THE WATER LINE. ■ //� E�� / �` I l ) I I l / f 1 ♦ > y I \ ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE W J t��`' \ ` / / / / / E / E E ( E E E E ( E E E E i� moo AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION z' / O��C, �`o�'� / OS4 ■ ■ I / \ ` E f E �i E E 1 E `E E (E (E E E OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF ■ / / 0� GG y� /♦ / O / / ■ ■ S ) / ) / / �i / E E / r j E E E E E E E( E E TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR / Q" J Q- ■ ■ • ♦ / \ \ WILL PROVIDE THE AS -BUILT DRAWINGS TO THE OWNER TO BE U ■ / ��P�Q\t / 1,854,208 SF rE �E E r E E• l / l I1 / j ♦ ( E E Eo E/ E \ ry E E IE� E E E FOR THE LINE CERTIFICATION AT THE COMPLETION �\y\J�\� / (42.57 AC) / E� E E l\ I E E I / / /I I I E El , E E E/ E E E \ E E �E E E E 2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES / O E E E E -E / / / ( • E %E �\ E ` E E E E E o� ARE APPROXIMATE UNLESS OTHERWISE NOTED. / / / / ♦ /' E E E EG E l / ( ` I / i E � E E E E E E �3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL , E E E E J1 \ / E E E E EE E EUTILITY COMPANIES AFFECTED BY THE PROPOSED WORK. `� �� E E l E E E E E E E 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY J E E E E E E r E E PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL / / E E E E E E ♦ ♦/ E E �E� E 1 E E ♦ �♦ E E E (E E E E E COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS ♦ ♦/ 1 / 5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS / f ♦ / r I ♦ E E E E E E E / / E E Ei E ♦E♦ ♦ 7E E: `�I H E\ E 1 E E E E� E POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO 40 / �jE♦ ( E E E E �LL ♦ �E E E j E ♦ ♦ • E� J� E E E0 LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED, / / / / ♦�/ ♦�� ` T■ I ■ E / E E E E E IE E f AND WITH A SMOOTH INVERT AT THE JOINT. 20,052 SF / ♦ E E ■/ � E E E E E E E E E IE E \ \ I �\ I :I \ \_/ r 6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED (0.46 AC) / / E E ■- ■ ■ ■ ■ E E E E E E E� E E� E E \` E E�� ` 1 ( E \ \ E E( E /E E/ E E IN ACCORDANCE WITH HCDPU AND NCDEQ TECHNICAL SPECIFICATIONS. / 3 // / E E E `E E E E E Er E E E E E E� E E E E E E �E to \ I� \ I I I I ♦E `� �, \\ �� ♦ E \E� E E/ E E 7. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE I E E\ E E \\ E E E E/ E E E E E E E E E E E� E E E E �1 I 1 I l / ^/ \- \ `1 E) INSTALLATION. I / ♦>�E E E E E) E E I E E /E E E E E E E \ E \E E E� E 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 1' ♦ \ / \ ■ ■ ■ ■ \ �� / �� AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION 1■ �_ I E E E E E E E E E E E E E E �E E� E & E■ �■ t• I \,� E` / \\ E \ OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO ■ I I I + E E E E E E E ~ E E E E■■ �� I ♦E_/ E ____ NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN I I r I 1 ■ ■ I ) I / / ADVANCE OF ALL TESTING. I I / E E \ E E E �/ E EL E E ♦0 � ■ E ' / �j \� \ \ �� ` E\� E E E 9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY I I I E\ E E E E ♦ ■'■ � ■ of1 �\ \ I 1 ( / E fA r \ \ P MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN I ♦� \ o PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A ■ I 1 I*� E \ E ♦' _� �` c \ I �E / / �// \� �\\�\\ \ E E LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT I 3 I *Wft IE• \♦ \ \ ( w I I El ~ \ ♦ E I l\ \ E E ENGINEER PRIOR TO DEMOLITION. -! 10. ALL ELEVATIONS ARE IN NAVD 88 DATUM. ) i ` I 1 ■ ■ I I I \ \ ` E 1E E E 11. WATER METERS SHALL BE PLACED 1.5' INSIDE OF THE UTILITY \ / / \ (` EASEMENT r 1 I a I _ �� koo 9k2po \ \ \ \ I\ N I ` E J ' \ I \ . / / \ 2" Bo 9+58.0 1 ¢ ! 1 E 1AC) , / I 2"1 GVI 23 I I ♦ E 1 I \ \\ \ \ ( E\ E ` E (0.46 \ \ LO i �� �� 29,322 SF \ E51_ zi \ (0.67 AC) 1 1 ♦E E E I / } I I ( I / \ �► �� GV 0 6"X6" TEE/ .u2 � i � � _ / �k 7+051 7.+20.6� i / �E E �� 6/ % J / l 1 \ E E / 10+00 2 GV i _ E -�E / I �• \ E E E � i / / '( &` 6"X2" REDUCER ++ / 5 C �R -0 � 7+10.6 � 2" SDR 21 PVC WATER LINE � r, � �� / � I E J E � / / I 1 I ) , I (' E `E E ♦ \ \ / / P�gLGG�SS W 7+05.1 %s c� / 1 / E E / / ( l l / ( 1 \♦\♦ P/ 6 'X6" TEE / J / E� E✓ / \ I 1 r J/ \ E E E 7 6+.2 FH 22 / 1 6' GV 20,303 SF r / ♦/- i \ It aJ�=6 1 v� /6+67.3 0 0 (0.47 AC) E E /\ E E E E ♦ 1 ® � o � � E,r E♦♦ r I 20,962 SF / / / / / `J/ ♦ �1 E ) E /� J I I \ 1 1 (0.48 AC)♦101 1 I 1 I \- E �1 E Know what's below. 20 �, ,� .� / E . %�, ( I 1 1\ E �.* f 1 �► / �� 20,000 SF � E ■ I � \ ACall before you dig. 19 (0.46 AC)Y �4* I \ 50 0 20,000 SF �- // /E E E E1 ♦ _, -� (0.46 AC) 1 C I \ GRAPHIC SCALE �� �_� �� E E •. f J 25 50 100 200 � / � ( / ♦� E\ E` E' J - ,-� r /� �J E E E C E v \ I I E E i �I�� E k E E I r ` 1 77 l ( IN FEET ) n J E E F E E , I 1 I E 1 inch = 50 ft. / �♦ \ 1 \ $ E E I E E E �� � •e�� E E E �E J E � 1 \ 1 � \ ( � \ I E % E E E E I \ ♦\ \E E E\E E ♦♦�/ �E�E E ♦ o \ � E E E \� E E EI I E THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED AEI F �F E F1E F E 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CARO �Z// �2:pF SS0..�L SEA 02 .G I NE .•: ja��� V//;, COTT 0y01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS DETAILED UTILITY PLAN PIN# 9566-87-5399 9566-88-5648 9566-99-0966 CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-4n3 LEGEND: EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR ERSO ERS-EXISTING RAILROAD SPIKE o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - oPL - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE - - RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS TREE LINE SUITABLE SOILS +� 100 YEAR FLOOD ZONE 290 MAJOR CONTOUR 287 MINOR CONTOUR X 27e.47' SPOT ELEVATION BENCHMARK PP UTILITY POLE C GUY WIRE 0 ASPHALT WETLANDS = SUITABLE SEPTIC SOILS PROPOSED FIRE HYDRANT 11 0 PROPOSED WATER METER * PROPOSED GATE VALVE H PROPOSED WATER VALVE • PROPOSED BLOW OFF F2-I PROPOSED TEE 00- PROPOSED PLUG 0 0 0 0 0 00 00 z CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C60 39.27 25.00 S44°36'48"E 35.36 C61 100.09 675.00 NO3°51'40"W 100.00 C62 77.47 675.00 N11°23'50"W 77.43 C63 37.48 25.00 S28.16'01 "W 34.07 C77 37.48 25.00 S65°49'45"E 34.07 C78 76.84 675.00 N26°08'19"W 76.80 C79 100.09 675.00 N33°38'52"W 100.00 C80 40.00 50.00 N60.48'51 "W 38.94 C81 78.54 50.00 S51.16'03"W 70.71 C82 97.23 50.00 S49°26'26"E 82.62 C83 32.23 25.00 S68°12'45"E 30.05 C84 80.77 625.00 S27°34'26"E 80.72 C85 120.19 625.00 S18.21'45"E 120.00 C86 144.43 625.00 S06°14'00"E 144.11 C87 39.27 25.00 N45°23'12"E 35.36 C88 39.27 25.00 S44°36'48"E 35.36 C89 21.03 25.00 S24.28'54"W 20.41 C90 110.41 50.00 N14.40'54"W 89.30 C91 40.00 50.00 S79°08'30"W 38.94 C92 44.36 50.00 S30°48'18"W 42.92 C93 46.42 50.00 S21 °12'29"E 44.77 C94 21.03 25.00 N23.42'29"W 20.41 C95 39.27 25.00 S45.23'12"W 35.36 Know what's below. � \ Call before you dig. \ I _ SEE SHEET G1.0 FOR HARNETT COUNTY UTILITY NOTES �\ V SHEET KEY NA q�) UTILITY NOTES 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE I AS-BUILTS DURING THE CONSTRUCTION OF THE WATER LINE. N282 INO, tr ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE o 1p oA9F \\ J �,00 NC GRID NAD 83 (2011) p AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION I �% ■ y 3� rF OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF C4 3 TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR EIP W W W W y�� \ C4.1 C4.2 ! 0 ` l \ WILL PROVIDE THE AS -BUILT DRAWINGS TO THE OWNER TO BE ♦� �„ �� / o S� - USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION I OF THE PROJECT. ,00 I �� �1p28'4g E / C / /� �\ \ , moo rF� \ 2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES 16� ARE APPROXIMATE UNLESS OTHERWISE NOTED. I • ` y \ OS s� L I > l l 7 / ✓ ��� �\ �� 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL • \� �y �/ w w w W W -a-- �� ,..G N� 2'01 "E UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK. I v00% ( l�\\ 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY w w w w w �.v + \� � 149.53' �� \ ��♦ \ \ \ 13'p8"E ✓ / \\\ \ \ / --\ \\� \ PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL �Y �Y �Y W W �-S W . l- I �♦ \ /\ _ COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS -� W W W W W W W W 116.54' �L /- \ v J/ `J 5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO ,l� t t t `t �` t t l( y �� _11°42'17" \ � LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED, I 1(854,208 SF W � �■ �_ W W W` 12� \ I / -\ \ '� AND WITH A SMOOTH INVERT AT THE JOINT. \ ��■ - 10o YF ■ ■� 42.57 AC _ ^ 0' 6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED ■ 100 yF �� \7`i 1 ■ ��` t �`k �� " �� \\\ / , IN ACCORDANCE WITH HCDPU AND NCDEQ TECHNICAL I ( ( f foo yF�� -� �w �♦ �� w w w� v �0. I ` 1 \ /� �- \ \ \ SPECIFICATIONS. 100 100 YF �V J� \� / I \� / � 7. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE -- _" 100 \ N-2 ' / / J / �� INSTALLATION. I �\ \ \ W ♦ �i _ - j y' / ♦ �� \, `- 100 vF \ ` h� �� �� y \.5141.. v I �, 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD \ : / -, L l ♦/ ���� 1689's�F� AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN q, \ �/ i 1� ADVANCE OF ALL TESTING. 9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY I • \ /- \ ` - " �► \ MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN I •v /w/ -� /�► _� y PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A 3/4" ♦ LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT I ERB W Wr ♦ �\ ENGINEER PRIOR TO DEMOLITION. �/ ♦ � 10. ALL ELEVATIONS ARE IN NAVD 88 DATUM. • /� 10o vE \ ` 11. WATER METERS SHALL BE PLACED 1.5 INSIDE OF THE UTILITY I 1p W / 58 �S6 ��� Qx A EASEMENT \ ♦ 62 61 60 A \ '��,� OAF 8 27,900ACF \ \ O O 5g 20,497 SF ,o I ( ) 20,299 SF 20,000 SF 20,000 SF (0.47 AC) °� �\ (0.47 AC) (0.46 AC) (0.46 AC) 20 425ACF 20,338 SF / is, I 10' DRAINAGE EASEMENT----.,(0.46 ) (0.47 AC) �j ♦ �9��TtiF � I0 o 100 O o 0 0 3 / ■ 4i I 0 0 V) o o - / I l I r-" ��• M N M I I \ X � 3 3 2"BO \� O \ . � I 6+34.2\ 10' DRAINAGE \ Lo '1/ 2" GV r, \ EASEMENT 25,425 C) 1+00 2+00 - -- SAM ADAMS DRIVE a+oo Lo-�s+oo 6+30.90 6"X2" REDUCER - +oo - 6" GV - -1 o o- T50' R W -PUBLIC STREET &�- - 0+29.9 0 + 2+63.0 / I o - - - - + o UTILITY ACCESS 1 ' \ W - W6 6 W6 M wo W2 W2 W2 W2 WM6+89.0 1 1 1 \ \ \ 6" SDR 21 PVC WATER LINE 2' GV / 6' PLUG _ _ _L _ _ _ _ 6' GV 6"X6" TEE�2+73,p_ _ _ 2" SDR 21 PVC WATER LINE WM6+ \ I I ■ / y W W W 0+05.0 - - 2+47.9 - - - - - - - - - \ 87.2 --= - - - � 2+58.0 I l w y w w w w w w w w w 6" GV �- - - - - - - - - - O o- � I 29+80.9 O O oI l 0 0 O a. + + I I 6"X6" TEE 29+57.7 r n ao i / ` \ ■ \ ma`s o 29+57.7 FH + + +9�� o I RO\(`, � I I I ) �J ♦� w y \� W W W 27,814 SF o I I / / / (0.64 AC) / \ /� �Y O64 65 I I 3 I I r... 52 53 54 ! ■I• 23,000 SF 20,866 SF I I J (0.53 AC) (0.48 AC) 20,866 SF 20,000 SF 20,000 SF � //i _ ♦ `� 1 � \�' \ �'- ♦� \ ,/� /�j/ '� \ �'�" `�' ) `�' `�' �`�' `�' `�' �� I I (0.48 AC) (0.46 AC) (0.46 AC) / . ,/ ��� J ♦ � W W \w�♦•l�\\ \ �\ \� w I I - z I I V •� w wl \ w w -� \\ \ I` w .� y - v� v w \ l •� \ % \ 1 I 1 1 ) \ \ // \ /�\� 1 I Q I I y . y `Y Y\ \ I .100 Y Y Y Y �i Y Y .y\\\\ Y\ `Y \ `�'1 / �j� M � Y \?l / \ v \ v v Y W �/ °o W �� v /.v 1v v \ ` I EIP I I 3> I I 1 �■ Mike `� /� � �- �✓ / / W .� I W\\ I I I I l 25,447 SF l S \ (0.58 AC) C\ \ / IIIIIIIV 22,000 SF I (0.51 AC)oaf w I I%�f\ o I o � �y�, I 20,870 SF ' 6k� �� \w WM26+88.9 a I 51 50 4g (0.48 AC) 2" SDR 21 PVC WATER LINE 1 6"/� \ 6+56.9 y W 41 W W Z W I W W WM26+78.9 1_/ 2" BO / l� w w\ w w p p 20,866 SF 20,000 SF 23,885 SF T I (0.48 AC) (0.46 AC) (0.55 AC) / /� 2" GV /y �` ♦ ♦♦W W W 20' DRAINAGE � �\ 3/4° x6 EASEMENT \ \ W �� ERB - - 9p �\ \ �♦ �- \ I 22,000 SF I I I w 2" GV / 23,114 SF X\ \\ • I w / 4 � (0.51 AC) o o co i 4+76.0(0.53 AC) \ 100 I 6"X6" TEE ri ri -' tr 6"X6" TEE / \ vF 26++08.9 Y 26+08.9 + + • � 4+60.7 5k � � \ \ \ \ � 001 I + FH 2 6"X2" REDUCER / / N - - - - _ _ _ - W6 / 6" GV 4+65.9 / �X x� 1 \ I • W W I -0+2.9 i X I \ 6" GV 6" GV -- -- - -- -- - 6 4+00 0 /� �� 25+81.9 0+23.0 W� \ \ \ W6 6 SDR 21 PVC WATER LINE W6 o / • ' W6 I 0+00 6"X6" TEE RUSH LANE 2+00 s+oo •� ♦ f •' • 25+71.9 + 50' R/W - PUBLIC STREET & � - - �- - �- , OGV H50.0 22,453 SF �j •� 100 vF'I �• I 3 UTILITY ACCESS � 0+'50.0 (0.52 AC) �'♦y�' ■ i 040 \\ `�` 22,000 SF i _ \ •- (0.51 AC) I I �- - - - - o O - - - - - - - - - W \ 21,700 SFLA r��♦� \ �� - �� WM24+88.9 � � � �_ /• `•" I WM24+78.9 3 I I o �N3 \ \ l♦ >/S I I ` �It i 69 I j I 35 37 \ �tn�3 34 20,000 SF 23,807 SF \ �� \ /♦ 20,000 SF I I I (0.46 AC) (0.55 AC) \ t� \ 0 I (0.46 AC) I I 20,866 SF � (0.48 AC) CD 3 I 23,404 SF \ \\�� \\ o (0.54 AC) \ ♦ ♦' Al .,0!1!� 3 GRAPHIC SCALE 1 1/ I I I �, i�\, \ \ \ SC `�� 50 0 25 50 100 200 ■■�■■�■■� N ■ ■■�■■�■■�■■�■■�■■�■♦ I I SEE C` MATCH LINE SEE SHEET C-4.3�\ ♦ I I 's MF�c V ( IN FEET ) f♦�, 1 inch = 50 ft. 000 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED ■ sl e solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CARO 2 : 0 SS 0r�,.:�L SEA 02 G I NE .•: ja�`� �O I I111'a REVISIONS PROJECT NAME LIBERTY MEADOWS OVERALL UTILITY PLAN PIN# 9566-87-5399 9566-88-5648 9566-99-0966 CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-404 310 305 300 295 290 285 280 275 270 265 E + 0 " 1+00 \ \ y I I W as 1 \ W W y I 1 I Gl0I S 4000� L W W 0, no s�rF 1. s 116 PGl �� �6 P w w w- 2� 6 PG 9c06 PGi I I I Z 0 (O t,0 v w w w l w I r / LOB LO' NO- N I � � � I W III \ ( � �O • 3 I � / I _ 0PL �1 1 J •IW YY.. / I cb / /♦ � � � � I � 1� o SF � oPt- I + I 6 S61 PGl �� SF °pL C+T �Y \ �Y / �Y� /�Y / -I- tp O W ,,/ 'k + 09, SF // \ I -f - - - - - ��/-\� - - - - - - - - 3 3� - / 3 IoPL� / Op55 PGl _ y N o' 2+00 0 SOLOMON LOMON DRIVE 0 4 ♦LL:i/- 5+00 I °p - _ o- 50' R W -PUBLIC STREET &- - - I -} � +oo , op _ II \� o UTILITY ACCESS ��- -- W6 - - - - - - - - - - opL 7+00 / ro� w6 ws F G�_6" SDR 21_PVC WATER LINE W6 W6 E�GX� O� - 8+00 ` �XpL� ` 3 ✓ ��� 9+00OWL N d �- N53°36'42"W h . - y I J r7 0 - - - 98.61' A0 i I I \ 0) O ,� y / �Q I /� 7 NCGaO ♦w w v v 41 00 I /* / ♦ i 1 �ZkpO / / d I W W y y t0 "VV 04 I 1 � / .y � W W W W y W W W .I� \ � ` � �� `7• � � _ I � +2 W W\ \ O + / 1 u!r�♦ll w ^ w v OS 0 c,F v 1W \I \ 04 $ -56 PGl N \ r' � \ \ 1 w � � w ♦ ♦ %� ♦\_ � .� ,o`z'9y0 PGi w I w 1�\\ ,LO'S� PGl �`0'I�-�;L'�� PG1 `L�6cOj'I PGl � `�F � � l Q� 1+41.6 I ♦� 1 w w �1' • � `2• � w 4wl �0• � 0�6 `p / gN0 PG% � _ F, SOLOMON DRIVE 501 R/W (PUBLIC STREET) ROADWAY PROFILE -0+50 TO 14+00 M HIGH POINT ELEV = 294.25 HIGH POINT ELEV = 293.03 HIGH POINT STA = 10+72.15 PVI STA = 10+22.15 PVI ELEV = 292.76 _ K A.D. = 89.59 -1.12% 100' VC HIGH POINT STA = 13+14.47 PVI STA = 13+22.57 PVI ELEV = 294.41 A.D. _ -1.31% K = 76.19 100' VC LOW POINT ELEV = 290.07 LOW POINT STA = 8+48.96PVI STA = 8+66.45 PVI ELEV = 290.16 A.D. = 1.17% K = 30.00 35' VC HIGH POINT ELEV = 29 HIGH POINT STA = 0+98.98.94 PVI STA = 0+83.28 PVI ELEV = 291.92 A.D. = -9.76% K = 14.00 137' VC HIGH POINT ELEV = 289.19 HIGH POINT STA = 6+72.38 PVI STA = 6+08.98 PVI ELEV = 288.87 A.D. _ -4.23% K = 30.00 127' VC Dow- 0 II N II LOW POINT ELEV = 282.22 LOW POINT STA = 3+97.34 PVI STA = 4+11.79 PVI ELEV = 279.55 A.D. = 8.49% K = 30.00 255' VC _ _ - 0.55% _ - - - - - - - 1.67q� _ ---- -�� - -- --- - ----- Et ° i 42" MIN COVER 21 PVC WATER ° 6" SDR LINE 18" RCP \ 0+27.8 I 2.62' I / I 22LF DI CENTERED UNDER STORM N� Q� tLr / w iDn-fir _ w Q� �- � ao � �Qj W + < zo(0o \ �� M +-° + (0N (n <Ki N / DOUBLE 48 RCP 4+01.1 2.00' 25LF DI CENTERED UNDER STORM - - - EXISTING GRADE FINISHED GRADE (D ON ao (0 ao N 7 00 00 00 N to O O00 CD 0) N N O 00 V N N 10 to 00 0000 N N (O l) co N O O 00 r6 O � 00 N N O to (V 00 00 r N N N O N (V 00 00 N N 00 (D O (V 00 00 N N 00 O 0) M 00 00 N N 00 r7 O (6 00 00 N N (nD 0) O rn N N O N 0) O 00 0) N N to N 0i O 00 0) N N 00 r7 to 0i O 00 0) N N 00 M 0i OO 00 0) N N 00 O OO On 0-)0) N N N r O rn N N r 0) On N N i7 N Orn 0) N NN 00 rn00 00 N � N rM N N 0)N N N O (Mo 0) N NN r 'i � 0)� NN N 0) N N 47 0)d O N N rN 0-) 04 N 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 310 305 300 295 290 285 275 270 265 260 N 00 14+00 200 4 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com IICARO 4V''' `�=Q SS /0 •°•V." • � SEA �� t 02 GINS OTT 711 1111�� Uy01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS SOLOMON PROFILE CLIENT GALT LAND DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' VERTICAL: 1 "=5' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-5nO -�'w �♦ F Ir F aN F � F �F \ F� �♦� sNo�ln�ny F ■ ■ . i y♦♦ 310 305 300 295 290 285 280 275 270 265 N �p O,4-A ro%,�� 9J , 'C/' ��A J \ \ \ ro* A �� \ \ (5 is �2p 9 2 to 00 ham• \ � � _ _ h w6 y- K'6 16+00 f - 2�F 0 6 _ SDR 21 P W6 LINE SDR F C� DN Z r z 1 I 01 WM1+10.0 m _ O �no �� O < C n ci WM1+20.0 Cn D t ,os 1 C 1 m 0 o I I -p� 00 > O O ? 0 I I I N I I �� J + O N z♦ � \ 0 / N C a \ 20 00 21+00 p o' + m C N W 22+00 23+00 / W6 -cow-gy0� -P'm ......... _ W W6 W6 rn �n o+i �+ v� O W I _ I I Ln v j I I C m 00 n\ I I < l NI I I C I Dim DN I J I I wu) o f g CN I M I SOLOMON DRIVE 501 R/W (PUBLIC STREET) ROADWAY PROFILE 14+00 TO 28+50 I � � W 00 / I N N _ 0) N N X 2� 25+00 0 + 0) 26+00 + C + -� -i0-4 - �- \ 0 io < co m prF W6 W6 -W6 6 46 - N Ov cn s - - - - - - - - - - \71 � wit - - - - - \ m o< I t I + O 00 00 I D� I I 0) I I I N 00 0)0n DO0 I I �_9 I O I I 7 I WM1+25.0 F I C kt� WM1+25.0 WM1+35.0 > co = WM1+35.0 I C) r y cr I I mn Z I <n vi m o I \ 1(n D N 00 28 }00 + 0 W6 6" SDR 21 PVC WATER M m � � I Z N 1 / _ z HIGH POINT ELEV = 295.31 HIGH POINT STA = 23+64.65- PVI STA = 23+13.92 PVI ELEV = 295.67 A.D. _ -4.58% K = 30.00 137' VC HIGH POINT ELEV = 294.73 HIGH POINT STA = 18+98.23 PVI STA = 19+12.78 PVI ELEV = 296.30 A.D. _ -6.54% K = 30.00 196' VC HIGH POINT ELEV = 293.09 HIGH POINT STA = 27+43.34 1.05 PVI STA = 28+2PVI ELEV = .62 A.D. - _ K = 30.0000 155' VC LOW POINT ELEV = 291.60 LOW POINT STA = 17+02.20 PVI STA = 17+32.51 PVI ELEV = 291.28 A.D. = 3.55% K = 30.00 106' VC LOW POINT ELEV = 290.48 LOW POINT STA = 21+24.03 PVI STA = 21+27.47 PVI ELEV = 288.24 A.D. = 7.74% K = 30.00 232' VC O _ _ \ - ---- --- ---- -0.60%-- -- -- -- 42" MIN COVER 6" SDR 21 PVC 42" MIN COVER WATER LINE 6" SDR 21 PVC WATER LINE W 0) coo �- e (0 N c0 NV) rm a+ L=i r LV)N �C14U 0i i + ^ �� (0 LdIt L �+ (nl co V) corn x++_ rn + (n V)0) QO U- - - - EXISTING GRADE FINISHED GRADE 00 o) r7 0) N N M 0 N O ON O r7 NN O M N r c0 0) 0) N N 0) N N N 0) N N 0) rn O_ N) 0)_ N N 00 cD N N O ) 't� 00) N N L) N M 0 � N NN rr�0) n � U)0) 0) 0) N N N r7 0)0, N N O N n 0O co N 00 0 0 OO 00 0) N N O 00 0 0) 0) N N 7 0) N NN ) � 00) N LnSr 0) 0) N i- 0`1NN 0) 0) N NN � N 00 � ON 0 N � O 0) N N N � 'tM 0) N N Ln 0) 0 N NN Ln c0 M 0) N 00 r7 � 0) N N O cD 0) 0) N N N N 0) N 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 310 305 300 295 290 285 275 270 265 260 4 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com ``y\ CARO ���'' SEA 02 GINS Uy U1-2U REVISIONS PROJECT NAME LIBERTY MEADOWS SOLOMON PROFILE CLIENT GALT LAND DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' VERTICAL: 1 "=5' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-5n 1 o O O / / / ?'* WM1+10.0 I WM1+10.0 WM1+20.0 I / / / �♦ yw w/ w yj� / / _ TaII IIII rno_ O' 1 IIII II WM1+30.0 M?xs/ //// �J��/�� �/o 9/Sl ;/X//°/'//�co / // /t"t/+/ I \♦ \y\/♦yy y y� y\yy //y■■ J Oco N M O nrN U QO N U,� O O N00 ON n 00rn n � N O -I y N•1:11+P ? U /rn rn 300i °0 =om<oD Lij 14 U) z A h \ \ cn H CrI / o xo° \ 3 NM -/ 5 I O 29+00 '3 +00 N O \ I cnLO I ♦/ + W6 0+08.85 cr�I I S9 O °1 R E - T cn cr + rn I ? 0 _ X ° +°°��V REFS UwM4X 4 < - - - - - - +� - 00 rn �, N I I + - X . o N w�--_ _� W O�.G PUB\-\C SS / • 1�4x 6 �' — — — — — — m o / �'rn N coNo \ —I +oo _I — RAW \jY% WZ W2 331 W yY m o I I / w m o m 1 o< �_— i— 50' vj\\ Z = cNo + \ w2 �— rL + NN n--WL U o o J I WM3+15.0 < N WM3+25.0 / y ■ N D 0 II� / /^ y y + Q y Q I / 00 WM3+70.0 I � `n no 0 I I - o m '/ y / 0 to o O 0 iv \ � y� / � N � I I I I / N53°36'42"W I ' \ ■ ■ ■� ■ iiii�� i`/ ■ to r l D o l+ 98.61' o �C D I I 1 CP y y/y yr y 1 SOLOMON DRIVE 50' R/W (PUBLIC STREET) ROADWAY PROFILE 28+50 TO 30+50 1 310 1 305 1 300 1 295 1 290 1 285 1 280 1 275 1 270 1 265 \\LO LO LO \ Cd CO 0 LO LO \ + 0+- n IN COVER' \ N N \ O II II II — \ 0 < ~ < w 6 N N_ w SpR > > 2, A 2 p0 , _ 29+86.9 2.09' i 20LF DI CENTERED UNDER STORM — < Q + °' 0) > 0 W u� U- N 000 H O + 0, O N 0)CO N — — — — EXISTING GRADE FINISHED GRADE N 00 00 00 N N 00 310 310 305 305 300 300 295 295 290 290 285 285 280 280 275 275 270 270 265 265 260 260 WOLCOTT COURT. 50' R/W (PUBLIC STREET) ROADWAY PROFILE —0+50 TO 4+50 U) N O + c0 0 O 't II N O O I II N n ^ O N U) > o II >- W < II F- to > w J CL \ — —' — 30" 0.90% — — — \ RCP •009; / 42" MIN COVER 18" 0+45.0 2.00' w W U W O n L0 O (00 X+_C.�N c0 0 - + N 0 RCP I 20LF 4" STEEL CASING CENTERED UNDER STORM 1+93.6 2.00' 20LF 4" STEEL CASING CENTERED UNDER STORM 2" SDR 21 PVC WATER LINE 0 r! + N� 0 c0 + cV — EXISTING GRADE FINISHED GRADE — — — — 0 Cn N N n 0 O N N 00 0 Cn N N n r` 0) r N N� 00 r- n r N� n 00 r N 00 0) N 0 04 N n r 0 M N N 00 o0 0 M N N n c0 N y y y y / a xO �cnn w w v y U y y\ y c `� 1 / / / I \ \ I `Y `Y `Y _z+ `t Y ■ •A a, � 1 \ \• y\ y y y / � \ \ N Nm Crl \LO\ X W< l+- O O / / �i / N + UCo r� oo / w m / o <OO rn LQ E) T� \ _ / ? + 4+56.65 00 +o — ANTREET & 4+00 �� 2 /�50 R/ UTILIPUBLICYACCESS W2 / W2 N N + + N U to rn N O o M o � '' 86X83 I 0W rn� N W J rno W vo n O 1 x •2 -. -n o 0 n to 0 o 9 D / 30 I �r1 Al N ow /Lp L / z �Ln >I Na MELVILL LANE- 501 R/W (PUBLIC STREET) ROADWAY PROFILE —0+50 TO 5+00 310 310 305 305 300 300 295 295 290 290 285 285 280 280 275 275 270 270 265 265 260 260 O O + O � II N < U) N j II > W J W 0_ — — — LO co to n 00 N _ — — — — L -2.00q• \ \ a N > Uj ?� o � � 0 N + > tV XO OO O 1 N 0 2 SOR 21 42" MIN COVEROf PVC �y ATER ONE \ > w IO w `� ~ O+ C0 1 \ \ I v, oo � � - + 0] O N � + _ N � EXISTING GRADE FINISHED GRADE — — 0 m N 00 r7 a � N 00 n � 00 00 N co N 0 � 00 00 r N N 0 N N 00 r` N N 00 n N 00 N 00 0) N 0 N 00 �N 310 305 300 295 290 285 280 275 270 265 260 29+00 30+00 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 5+00 GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com \y\ CARO �'/'' 2:pF SS0- SEA 02 .G I NE .•: ja��� 0y01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS SOLOMON WOLCOTT & MELVILL PROFILE CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' VERTICAL: 1 "=5' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-502 22,219 SF (0.51 AC) 20' DRAINAGE \\ EASEMENT x \ 0X0\ \ \ 20,124 SIF -- � 6"X6" TEE ,71 17+54.6 \ 6" GV 6' GV \ / 17+44.9, 0+22.9' / / 6"X6" TEE 17+22.1 \ �X IN, / 17+22.1 \ \ � FH ` rye. x �6Xoo p / 21,214 SF (0.49 AC) / 310 305 300 295 290 285 280 275 270 265 260 14 21,639 SF (0.50 AC) / !IW W� W,�• I I I ♦♦ J W W W \ W I W �'•D— I ��Y / �Y �Y �Y �Y �Y + l Y W- ` �Y �L \�Y �Y �Y \ �Y \�Y � `: ��I■ ■ �'t- II � y y w w w .v� �■■ t_%■ � � � I - / � 1 GVl 23 20,051 SF 29,322 SF � 26 25 (0.46 AC) oo — 7 � \ (0.67 AC) 22,671 SF (0.52 AC) 20,083 SF gXeS k J (0.46 AC) 15 48,566 SF + `� (1.11 AC) 3 3 / 6"X6" TEE / 6" GV �k00 7+05.1� 7+20.6! 6"X2" REDUCER o�QV� ��E'� & : 7+10.6 2" SDR 21 PVC WATER LINE 7+05.1 6"X6" TEE / FH PEER �i 1 ■ � ..�F �G� 6 GV _ 4+00 rg W6 W6 22,989 SF 38,829 SF 28,232 SF o, w (0.53 AC) (0.89 AC) (0.65 AC) in EDES COURT 50' R/W (PUBLIC STREET) ROADWAY PROFILE -0+50 TO 10+00 19 20,000 SF (0.46 AC) 0 0 20 20,000 SF (0.46 AC) k 22 / 20,303 SF 21 (0.47 AC) 20,962 SF (0.48 AC) 0 + o II � N N HIGH POINT ELEV = 288.85 HIGH POINT STA = 5+26.88 PVI STA = 5+76.88 PVI ELEV = 288.50 A.D. _ —2.50% K = 39.94 100' VC Q II (onw > w 42" MIN COVER \ \ \ \ 6" SDR 21 \ °0 0 o N + 0) II N d ,n PVC WATER LINE — r II � \ \ \ \ rn X + > N co O � + coo �3 2Og• \ w 42" MIN COVER \ co co Q Sri w o_�o L=i� NO t0 x+->o t0� ON t + N � try SCR �7NF Wq Te 0 o� o >� �cn + N O) N 01 EXISTING GRADE FINISHED GRADE N N 0) N n � O N N N O O) � N N � O 00 N N 6) N N N O � N N O) r n O N 0)0)0) N N � � � O N 0) N N O) O O O N 0) � N N � 0)01 n m � O N N to O O � O N N � O) O � 0) N N N c0 00 co � co N N r O � � CO N N O � O �4 � CO N N c0 1!7 PO � co N N co!'l � 0) N N � � N N u7 O � CO� N N 1 0)coa0 r N N � � N 310 305 300 295 290 285 280 275 270 265 260 4 <G 7 s NC GRID NAD 83 (2011) L O s�o 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. to + do 000/ J 200 ■ 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 910-426-6777 fax 910-426-6777 license number G-2354 www.4Dsitesotutions.com CARO REVISIONS PROJECT NAME LIBERTY MEADOWS EDES PROFILE CLIENT GALT LAND DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' VERTICAL: 1 "=5' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-5n3 0 72 71 I I N 1 22,211 SF 1 30,288 SF I (0.51 AC) (0.70 AC) 20,866 SIF I 1 O I SIF (0.48 AC) 11 1 I 20,478 SF (0.5035AC) 1 (0.47 AC) 2" SDR 21 PVC WATER LINE I 1 1 I + + + o \ -� 2+43.0 2+73.0- 2" GV 2" GV W2 V_ W2 W2 1 0+00 / HANCOCK COURT 2+00 6"X2" REDUCER 6"X2" REDUCER BREWSTER COURT �+o0 4+45 N 28,020 SF I 1 50' R/W - PUBLIC STREET &- 2+51.3 2+64.7 50' R/W - PUBLIC STREET & I -0+35.1 UTILITY ACCESS UTILITY ACCESS I �, (0.64 AC) 6"X6" CROSS 2" GV -0+33.1 \ 21+71.9 4+63.3 ` 2„ BO -- -- -- --� -- -- -- 2" GV / 6"X6" TEE' 4+58.9 i . \ 21+09.4 / 2" BO + 21+09.4 o I 1 N FH \ k os �20' DRAINAGE + I I EASEMENT ,mow) 75 I I � I ' I 3 ry 20,730 SIF 1 / (0.48 AC) I / 74 I 29 I I 20,331 SF ti � 23,991 SF / (0AC) � � p (0.55 AC) I I - 0,729 SF / / J (0.48 AC) WM20+0p 2 o I W", �GRID Nm.,�1'��� HANCOCK-BREWSTER COURT. 50' R/W (PUBLIC STREET) ROADWAY PROFILE -0+50 TO 5+00 310 305 300 295 290 285 280 275 270 265 260 HIGH POINT ELEV = 291.60 HIGH POINT STA = 1+38.31 PVI STA = 1+36.60 PVI ELEV = 292.32 A.D. _ -3.82% K = 39.70 152' VC vi N + N II Q a_ + -N N II II-Q w- N w-a n O O + O II N II Nw II w w `c O 0)a. CIO Q II W Uj 42" MIN COVER - �2.32y 1 2" SDR 21 PVC WATER il LINE 42" MIN COVER I UI W 0' M o >pno s�+ + 0 CVN 2» SDR NTER I of o 0I U p O w � Lo X� CD N XCCD O + >Kj cDN-Ui- N + 21 PVC WA LI NE Lo- >to U+_OM O m+ N I iV rrj O I m � M - N > + CD a N + � - - EXISTING GRADE FINISHED GRADE - m 00 N O 0) N to r N 0)D) N N ro N O N N to N N N 0) 0) 00 N N � m O c 0)00 N N cD r 00 00 N N N o 00 00 CO N N 00 N 310 310 305 305 300 300 295 295 290 290 285 285 280 280 275 275 270 270 265 265 260 260 wM26 v / + 78.9 'c / / I 6"X6» TE / 26 E'cD \ \ \ ' • .v Z 4PI \\ \ \ \ \ 4g 4g ;> / o 08.9i 23,885 SF 20O \ �� ♦ \ \ / 26+0 \ (0.55 AC (0.,870 ) G' \ / ,/��y -� I N PH 8 9 / I ) 4g AC) / \ o o 0+ 01 9 0623.0 R 21 VC WATER LINE I / 6 X6" TE / - / 25 7j.9 E I ` 6» ` 1" w 6+5 6X9 / l \ RV I` OR 21 P r i o+o ' �2» Bo /\ / \ 50 R/W ,�p LANE C WATER \� / / _UTILI UBLIC S �W6 L/NE _ _ - _ _ - � - _ 6., - - 6kp0 i6+61.9 / ACC 1 REET 2+ _ _ _ X6 TE ! 2 GV W2 2 _ GV o ES_ �� W6 -- --- 4+60,j i4+760 4) CliI �� W6 W6 6 • 4+0 -0+2 9 4+65 9REOUCER_ o c: 6 GV to r 0 1 + 1 0+5p ° PH 5 ° % 34 36 3 37 1 I 4 SIF 20, O 23,404 SIF 3 / (0.48 AC) 20,000 SF (0.54 AC) (0.557AC) I o I I 44 (0.5 53 SF / (0.46 AC I 1 21, Too S 2 AC) ) II c II I (0.5o AC) qo NC GR/D NADgj f2011J sNo, v CC50 20, 0po (0.46 4( RUSH LANE 501 R/W (PUBLIC STREET) ROADWAY PROFILE -0+50 TO 7+50 HIGH POINT ELEV = 292.74 HIGH POINT STA = 2+19.94 PVI STA = 2+69.94 PVI ELEV = 292.44 A.D. _ -2.50% K = 39.92 100' VC O 0 o+ I o N N II Q II � > w HIGH POINT ELEV = 284.84 HIGH POINT STA = 5+14.49 PVI STA = 5+64.49 PVI ELEV = 283.29 A.D. _ -1.74% K = 57.50 100' VC w •00q - - - - \ -0.607, 42" MIN COVER o M V7 pVC WA T ER � O + c0 II W 00 N II W x +- N CD 0 O + 6» SQ _ \ UNE > w \ 4 849 0' LouU %h 2j w 0) ~� Nui x`o° x+->� 2 iD c9 r + N � p VC �ATFR 4 F 0 m 6 C - + o N + (0 - -EXISTING GRADE FINISHED GRADE rnN O 00 0) rn N N to n up rn N (D 00 't rn N 0) rn C14 cD U) 00 N 7 rn N N N N N LO OO rn N u7 0) CC6d 00 N O ^OLO 00 0o 00 N N 00 c0 L 00 00 N NPO N 00 00 N N ^07 D N 00 00 N N V) u) mCA r N N LIDN N 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 310 305 300 295 290 285 i () 275 270 265 260 200 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com REVISIONS PROJECT NAME LIBERTY MEADOWS HANCOCK BREWSTER & RUSH PROFILE CLIENT GALT LAND DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' VERTICAL: 1 "=5' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-504 305 300 295 290 285 280 275 270 265 260 255 1 WM5+70 23 1 WM5+63.2 I 1 1 I 1 I 1 I I I + o C9 (p rn iAll l°xl moo' o0) o SEARS DRIVE 2+00 o 0 0+00 50' R/W - PUBLIC STREET &�— I i o UTILITY ACCESS I + I 5 �+ I 1 I 1 ' I I � 1 3 1 (� 1 'l WM3+31.1 wM3+21.6 3kpp w — + 0 cn 00 w + zo ^� 01 iz W NO`p 4. N h� J + + N� :t o rn Ln 9M I 4+00 �o O NQ I N U-11 r 0 _ �\ N CQC d Nr . W W W is*16 C I I \ 00 1 A000Y y y W Ns++X r �✓ ` J N� �<OON \ o \ _ ♦ w w t .v w 1 \ D. n Ask N 9M \ + w / \ `� o'Inn O \ y /W ■ / \ (f \ + ■ X to ■--- 6'`DO \ ♦� y 4, t 11�1 --, � � � ♦ w / x 0 9M ' V o-tp 8+00 do y� ♦ i Q ♦ 0 00 OWN0,0 N N O 0 C' y I ■ y y f N� ♦ I v�MSh°1 0. SEARS DRIVE 501 R/W (PUBLIC STREET) ROADWAY PROFILE -0+50 TO 11 +00 0- 0 O r7 O I00 N II LOW POINT ELEV = 280.76 LOW POINT STA = 5+51.10 PVI STA = 5+51.03 PVI ELEV = 280.47 A.D.=2.31% K=43.93 102' VC + °' + II N o o II 00 a c~i> w w II N II cn w .009.E _ — \ 2 00 — — _ 1.15� 42" MIN COVER i 24" RCP — — �^ — — — — 42" MIN COVER 2+21.1 2.14' 6 - SE — _ DOUBLE 24" RCP 6" SDR 21 PVC WATER LINE Po >o U) r2 0+ a x o— o = 21 PVC WATER LINE o (0 0 o + 0 20LF CENTERED UNDER DI STORM i i 5+49.1 2.12 > 00 coo o 116 20LF DI CENTERED UNDER STORM EXISTING GRADE FINISHED GRADE — — 00 N00 M O I co N N r co m N CO 0)co CN CO ui 00 00 N N rNo rN 4 O 00 00 0) � UNl 'i 00 N 00 co N N OCN 00 N 0 N N co N 00 00 ON N To ^ 00 00 ON N CO N N 00 CO N N 00 co N N wN ^ 00 00 N00 00 00 N N00 N0)(0 ON co ON CO N rO 0 N 305 300 295 290 285 280 275 270 265 260 255 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com REVISIONS PROJECT NAME LIBERTY MEADOWS SEARS PROFILE CLIENT GALT LAND DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' VERTICAL: 1 "=5' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-505 300 295 290 285 280 275 270 265 260 255 250 I27,900 SF , ♦y (0.64 AC) 10' DRAINAGE --- EASEMENT + + o wo L- O o - - --_.- - - - - - ,4 _ I 1+00 FOo - 6" GV - 0+29.9 ]6 PLUG---- -�-- � 0+05.0 - - z I- + 0 I o I 64 23,000 SF (0.53 AC) 62 61 60 59 20,299 SF 20,000 SF 20,000 SF (0.47 AC) (0.46 AC) (0.46 AC). 20,125 SF (0.46 AC) 58 20,497 SF (0.47 AC) 57 \ 20,338 SF (0.47 AC) 0) C 3 + + + + / \ / cn � -o o _ 6+29.2 - - - - - - - - - - - - - - - - - - - - - - 2 BO \ \ _ 6+34.2 \ 10 -- -- -- - -- -- -- -- 2" GV \� \ \ EA 1 SAM ADAMS DRIVE s+oo s+oo s+so.so �50' R/W - PUBLIC STREET & _ UTILITY ACCESS I 6" SDR 21 PVC WATER LINE �_2" GV _ W2 W2 - W� WM6+89.0 6' GV 2" SDR 21 PVC WATER LINE - - l WM6+87.2 -- �2+47.9 6"X6" TEE�2+73.0 � 2+58.0 ♦ 6" GV - - - - - - - - - - - W2 29+80.9 / / 6' X6" TEE 29+57.7 w 41 _ + 29+5++7.7 FH + + 00 + 1-10 I/I` , o 0 0 / 65 20,866 SF (0.48 AC) 2+00 6"X2" REDUCER 2+63.0 52 20,866 SF (0.48 AC) 53 20,000 SF (0.46 AC) SAM ADAMS DRIVE 501 R/W (PUBLIC STREET) ROADWAY PROFILE -0+50 TO 7+00 2 ( 55 27,814 SF (0.64 AC) < J IA w HIGH POINT ELEV = 283.92 HIGH POINT STA = 4+22.42 PM STA = 4+52.95 PVI ELEV = 284.18 A.D. = -3.34% K = 29.91 100, VC HIGH POINT ELEV = 283.10 HIGH POINT STA = 2+87.24 PVI STA = 2+53.71 PVI ELEV = 282.89 A.D. _ -2.08% K = 32.20 67' VC LOW POINT ELEV = 280.34 LOW POINT STA = 1+19.49 PVI STA = 1+51.49 PVI ELEV = 280.09 A.D. = 3.33% K = 30.00 100, VC O + o N Q + � ai N W N > D_ w 0.65% _ _ II a 5 a II J w _ - _ -0.60% / 42" MIN COVER ` PVC WATER LINE 42" MIN COVER 2" SDR 21 24" RCP WATER LINE Q�G l '1+s '8 t 21 o: WI !720ILFD U I W w N" > O p x +- o � 0) co to N - + iC)j^ c0N-tpN O c� + LO o- > °' Q- 0 N s H + t0(n i00 I CENTERED UNDER STORM N 0]N>N s +Ot N t0 ro + N c0 - - EXISTING GRADE FINISHED GRADE O OcOND ON F N O ON O r 0) O ro 0 N N o N LO N w Nco 0prj1 00 c o c0o N N N N 00 N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 740 NC ORIN NHN 83 (211) Z SNO ~ 300 295 290 285 275 270 265 260 255 250 7+00 GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. w ■ sl e solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-57n license number I C-2354 www.4Dsitesotutions.com CARO �Z/, -:aF sso.• z • Q� �•� SEA 02 •• G IN ••: ja�`� 0y01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS SAM ADAMS PROFILE CLIENT GALT LAND DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE HORIZONTAL: 1 "=50' VERTICAL: 1 "=5' DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-506 50' R/W VARIES 6' 20' 6' (SWALE) (SHOULDER) U 0 8% N 3 �1 3 .5' CARRY BASE COURSE 6" BEYOND SURFACE COURSE COMPACTED SUBGRADE 2% 2% GEOTECHNICAL ENGINEER SHOULD BE CONSULTED TO DETERMINE DEPTH OF ABC NEEDED TO MEET NCDOT REQUIREMENTS OTHERWISE 8" SHALL BE USED. 1 ROADWAY TYPICAL SECTION (WITH DITCH) TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING) SEEDING MIXTURE: SPECIES RATE (LB./ACRE) RYE (GRAIN) 120 SWITCHGRASS 50 SEEDING DATES: JANUARY 1 - MAY 1 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB./ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER) SEEDING MIXTURE: SPECIES RATE (LB./ACRE) GERMAN MILLET 40 A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE. SEEDING DATES: MAY 1- AUGUST 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB./ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL) SEEDING MIXTURE: SPECIES RATE (LB./ACRE) RYE (GRAIN) 120 SEEDING DATES: AUGUST 15 - DECEMBER 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB./ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA IN LATE OR EARLY MARCH. SEEDING SPECIFICATIONS SEEDING MIXTURES SPECIES RATE (LBS./ACRE PENSACOLA BAHIAGRASS 50 INDIAN WOODOATS 2.5 VIRGINIA WILD RYE 6 EASTERN BOTTLEBRUSH GRASS 2.5 WHEAT 30 (SHOULDER) 8% THIS IS FOR FILL SECTION USE 3:1 CUT SLOPES IN CUT SECTIONS SEEDING NOTES: 1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED. 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE. 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE. NURSE PLANTS: BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN). SEEDING DATES: BEST POSSIBLE EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30 FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31 SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY SEEDING MIXTURE: SPECIES RATE (LB./ACRE LITTLE BLUESTEM 7 SWEET WOODREED 2.5 BROWNTOP MILLET 10 RICE CUTGRASS 6 SEEDING DATES: COASTAL PLAIN: APR. - JULY SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB./ACRE 10-10-10 FERTILIZER. MULCH: USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000 LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG DRAINAGE DEVICES. MAINTENANCE: A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY. REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN. NTS COMPACTED SUBGRADE CARRY BASE COURSE 6" BEYOND SURFACE COURSE AT LOCATIONS WITHOUT CURB AND GUTTER MAINTENANCE PIPE OUTLET TO o 1. INSPECT THE OUTLET PROTECTION WELL-DEFINED CHANNEL �((jj I AFTER EACH RAINFALL BUT IN NO Y� CASE LESS THAN ONCE PER WEEK. A o I A ANY STONES THAT THAT HAVE BEEN - - DISLODGED SHOULD BE REPLACED v " AND ANY EROSION AROUND THE OUTLET SHOULD BE REPAIRED. L - - *ww PLAN GRAVEL OR FABRIC L N � 00 D FILTER LAYER COMPACTED =III -III -III- -1 1 -1 GRAVEL OR FABRIC C SECTION A -A NOTES 1. LA IS THE LENGTH OF THE RIPRAP 3. IN A WELL-DEFINED CHANNEL EXTEND APRON.(SEE EC PLAN) THE APRON THE REQUIRED 4' WIDTH OR UP TO THE TOP OF THE CHANNEL 2. D = 1.5 TIMES THE MAXIMUM BANKS, WHICHEVER IS LESS. STONE DIAMETER BUT NOT LESS THAN 6". 4. A FILTER FABRIC OR BLANKET SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. NTS 2 ASPHALT PAVEMENT DESIGN CRITERIA GRAVEL ENTRANCE SHALL BE 50 FEET IN LENGTH AND 12 FEET IN WIDTH WITH 20 FOOT RADIUS AT EXISTING ROADWAY 36'-0" MIN 4'-1" IU-0" FILTER FABRIC 2-3" WASHED STONE GRAVEL CONSTRUCTION ENTRANCE AGGREGATE SIZE - USE 2-3 INCH WASHED STONE DIMENSION OF GRAVEL PAD THICKNESS - 6 INCHES MINIMUM WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS POINTS OF THE VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER LENGTH- 50 FT. MINIMUM. LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS REQUIRED FOR STAGING AND/OR BORROW AREAS AND MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL ACCEPTANCE. MAINTENANCE MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS. 3 TYPICAL RIP RAP APRON NOTES: 1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL. 2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER. STEEL FENCE POST 3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC. WIRE FENCE HARDWARE CLOTH - MAINTENANCE NOTES: FILTER OF 1" DIAMETER WASHED STONE 1. REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE & REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT. 2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. - TOP OF SILT FENCE MUST BE AT LEAST 1' SILT FENCE ABOVE THE TOP OF THE WASHED STONE 4' MIN. NTS 6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 7 1. 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. 2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. 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 NCDENR REGIONAL OFFICE 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. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR ORTHE ENGINEER. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND STABILIZED. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. 10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED. 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY. 4 TEMPORARY SEEDING SPECIFICATIONS 5 PERMANENT SEEDING SPECIFICATIONS 8 GENERAL EROSION AND SEDIMENT CONTROL NOTES DRIVE STEEL POSTS 18" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND NOTES: MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8" THE BOTTOM OF THE FENCE 8" INTO THE TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT POSTS. 4" IN THE TRENCH. 1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND TOP & BOTTOM STRAND SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING. MIN. 10 GA. WIRE p 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND LL LASS 1 RIP RAP STEEL POSTS STAY WIRES SHALL BE JFASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE MIN. 12-1/2 GA STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH (SEE SECTION THRU BASIN BELOW) GROUND STABILIZATION CHART LINE WIRES EXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BE REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. MIN. 12-1/2 GA. 3. STEEL POSTS SHALL BEA MIN. OF 5' SITE AREA STABILIZATION STABILIZATION TIME THE SELF FASTENER ANGLE STEEL TYPEEIGHTAND SHALL BE. _ CLASS 1 RIP RAP HEADWALL DESCRIPTION TIME FRAME FRAME EXCEPTIONS 4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK PERIMETER DIKES, BE AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY ...... REPAIRS OR CLEAN MAINTAIN THE EFFECTIVENESS OF i THE DEVICE SHALL BE MADE IMMEDIATELY. SWALES, DITHCES 7 DAYS NONE / #57 WASHED STONE AND SLOPES ` 7r.i 5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO T THICK X S HIGH MIN. �; SEDIMENT STORAGE AREA HIGH QUALITY ' - / PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE /`' ---__ PRESSURE ON THE FENCE AS NEEDED. STEP 1 STEP 2 WATER (HQW) 7 DAYS NONE 5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE PERSPECTIVE VIEW CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR ZONES ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE NOT TO SCALE EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT CONTRIBUTING DRAINAGE AREA IS STABLE. TRENCH AND TURNED OUT 4" IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. FLOO IF SLOPES ARE 10' OR STORAGE NATURAL GROUND ZONE �1'� RIP RAP HEADWALL - SLOPES STEEPER LESS IN LENGTH AND ARE POSTS MAX 8'0.C. THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, SEDIMENT 1' �, 14 DAYS ARE ALLOWED WIRE FENCE "HOG WIRE" STORAGE 1.5' FLOW A FILTER FABRIC FLOW ---PIPE INVERT Q #9 WIRE STAPLES 1-112" LONG 1 5 #57 FILTER FABRIC SLOPES 3:1 OR 7-DAYS FOR SLOPES WASHED LILTERFP-RAP 14 DAYS GREATER THAN 50 FEET � i,i__I J �j_�I MAX. SEDIMENT DEPT CONSTRUCTION SPECIFICATIONS: FLATTER r .� BOTTOM OF WIRE FENCE AND (CLEAN OUT POINT) STONE IN LENGTH , .� p FILTER FABRIC BURIED 8" IN w EXCAVATED TRENCH & TURNED 1. CLEAR THE AREA OF ALL DEBRIS. = OUT 4" IN THE TRENCH 2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND NONE _FLOW SECTION THRU BASIN, FILTER, & CULVERT PIPE THE PIPE INLET. ALL OTHER AREAS - (EXCEPT FOR NOT TO SCALE 3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE MAINTENANCE: PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP. WITH SLOPES FLATTER 14 DAYS PERIMETERS AND STEEL POST DRIVEN 4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE THAN 4:1 HQW ZONES) �(`- - ) 24" INTO GROUND INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE. A EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL STEP 3 STEP 4 SECTION A -A IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT, MAINTENANCE STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS AND STABILIZE WITH GROUND COVER. ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. NTS NTS THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. NTS 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL. 10 ROCK PIPE INLET PROTECTION 11 GROUND STABILIZATION CHART 12 SILT FENCE FRONT VIEW STEEL FENCE POST SET MAX 2' APART MIN. 18" INTO SOLID GROUND NTS 3' FILTER FABRIC ON GROUND URY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH SECTION VIEW 18" MINIMUM HEIGHT OF STONE I I 1=) I u BURY WIRE FENCE, FILTER FABRIC, AND HARDWARE CLOTH IN TRENCH SILT FENCE OUTLET L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CENTER OF THE DAM IS TO BE 9" LOWER THAN THE EDGES (MIN) TO FORM A WEIR A MIN. MIN. 9" MIN. FILTER FABRIC J ' CHANNEL OR DITCH CLASS A OR B EROS APPLICATION CONTROL STC A MAINTENANCE 1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO CASE LESS THAN ONCE PER WEEK 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE TO AVOID UNDERMINING THE DAM DURING CLEANOUT. 3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY 4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS 5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE HEIGHT OF THE WEIR. 9 CHECK DAM WITH WEIR NTS CFNTFR CIF THE nAM IS K. ER SECTION A -A NTS 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com ��i` JJ O^ '• O •�L SEA 02 k" ...G IN ••: ja�`� REVISIONS PROJECT NAME LIBERTY MEADOWS SITE & EROSION CONTROL DETAILS CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE NOT TO SCALE DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-600 it 0 DRIVE POSTS 24" INTO THE GROUND MAXIMUM 4' O.C. AND EXCAVATE A 4" X 8" TRENCH UPHILL ALONG THE LINE OF POSTS. STEP 1 ATTACH THE JUTE NETTING OR OTHER FABRIC APPROVED BY THE ENGINEER TO THE STAY WIRE AND POSTS, EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE TRENCH AND TURNED OUT 4" IN THE TRENCH OR USE 8" EROSION CONTROL MATTING STAPLES. STEP 3 ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE FENCE 8" INTO THE EXCAVATED TRENCH AND TURNED OUT 4" IN THE TRFAII'H BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. THE TOP OF THE FABRIC SHALL BE 6" HIGHER THAN THE WEIR. GRASSED OR RIP RAP LINED SWALE NOTE: THIS CROSS SECTION IS TO BE USED FOR THE ENTIRE LENGTH OF THE SWALE. I SEE PLAN FOR WIDTH STEP4 GRASS OR RIP RAP LINING �/- SEE PLAN SEE PLAN FOR 1� DEPTH SEE PLAN /EEP It,A '=IIlEii:i =-LI COMPACTED SEE PLAN SUBGRADE MAINTENANCE & CONSTRUCTION: NOTES: 1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL 2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN. BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN. 3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE ACCROSS THE BASIN OR TRAP. 4. POSTS FOR THE BAFFLES SHALL BE 4' OC. MAINTENANCE 1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE BAFFLES WHEN THE SEDIMENT IS REMOVED. 3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS STABLE. 4. PLACEMENT OF BAFFLES: INLET ZONE- 35% OF LENGTH FROM ENTRY POINT FIRST CELL - 25% OF LENGTH FROM INLET ZONE SECOND CELL - 25% OF LENGTH FROM FIRST CELL OUTLET ZONE - 15% OF LENGTH FROM SECOND CELL POSTS MAX 4' O.C. TOP STAY WIRE OR ROPE JUTE NETTING OR EQUIVILENT XBOTTOM OF FABRIC BURIED 8" ¢ g IN EXCAVATED TRENCH & TURNED OUT 4" IN THE (D TRENCH, OR PINNED WITH 8" w EROSION CONTROL MATTING FF= STAPLES. �Fy,QW STEEL POST DRIVEN 24" INTO GROUND SECTION A -A EXISTING GROUND BOTTOM ANCHORE POROUS BAFFLES CONSTRUCTION SPECIFICATIONS: 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. 2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED PREPARATIONS AND SOD BUILDUP. 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE CHANNEL FREELY. 4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY. 1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL. 2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS. 3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE. 4. KEEP THE GRASS IN A HEALTHY. VIGOROUS CONDITION AT ALL TIMES. TYPICAL SWALE CROSS SECTION NTS INLET ZONE 35% OF SURFACE AREA MBER JRFACE AREA A PERSPECTIVE VIEW PVC VENT PIPES NTS SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC. PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER, MAINTENANCE INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS. 5 FAIRCLOTH SKIMMER NTS INFLOW STRUCTURE NATURAL GROUND MAX. SLOPE (TYP) 1' � N. 1 NATURAL GROUND z / 2.5 COMPACTED SOIL *** WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGH SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6", ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME. TEMPORARY DIVERSION KEY NOTES: 1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS. 2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES. 3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE FOR LESS THAN 30 DAYS. MAINTENANCE: INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. NTS TEMPORARY DIVERSION BERM 1' THICK #57 FILTER STONE �21" MIN _- r1.5' CROSS SECTION 1 1.5' - �2:1 SIDE SLOPE MAX FILTER FABRIC EXIST. GRADE 1:1 SIDE SLOPE MAX CLASS B RIP RAP 3' MIN. MAINTENANCE STONE SECTION INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OF PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. 3 TEMPORARY SEDIMENT TRAP _. _..: ABRIC OVERFILL 6" FOR SETTLEMENT EMERGENCY BY-PASS 6" BELOW NOTES: 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES. 2. EARTH BERM SHALL BE STABILIZED W/ SEEDING ACCORDING TO SPECIFICATIONS. 3.FILTER STONE TO BE A DEPTH OF 1 FOOT ON THE DAM SIDE DESIGN OF SPILLWAYS DRAINAGE AREA WEIR LENGTH (ACRES) (FT.) 1 4.0 2 6.0 3 8.0 4 10.0 5 12.0 DIMENSIONS SHOWN ARE MINIMUM w 1/2 DIAMETER OF PIPE OR 12" WHICHEVER IS COARSE AGGREGATE EARTH FILL COVERED BY r6' DEEP LARGE ANGULAR ROCK - Y GREATER �p z W FILTER FABRICI I -I 15 I- o SKIMMER -- DEWATERING DEVICE EMERGENCY ON STONE BEDDING SPILLWAY CAPACITY OF PIPE CULVERTS =1 II- /�� MIN 8" TOGETHER = BANK FULL FLOW ELEVATION BAFFLES EMBANKMENT INFLOW 1' FREEBOARD STRUCTURE BAFFLES f/ 6" MIN. INVERT ELEVATION OF DEWATERING LEMERGENCY SPILLWAY ZONE EMERGENC SPILLWAY FILTER FABRIC/ STONE BEDDING SEDIMENT STORAGE ZONE CROSS-SECTION VIEW CONSTRUCTION SPECIFICATIONS 1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED. 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOOD VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER. 4. PLACE THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. PLACE A MINIMUM OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS 6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACHED THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. 7. INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTEND POSSIBLE. THE SPILLWAY SHOULD 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. 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. IF MULTIPLE SECTIONS AREA REQUIRED, THE UPPER SECTION SHOULD OVERLAP THE LOWER SECTION SO THAT WATER CANNOT FLOW UNDER THE FABRIC, 8. DISCHARGE WATER INTO THE BASIN TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY. 9. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. 10. INSTALL POROUS BAFFLES AS SPECIFIED. 11. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC. PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER. SKIMMER MAINTENANCE INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT CONTROLS. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. UNCLOGGED THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF THE SKIMMER IS NOT CLOGGED; IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY, CHECK THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE SKIMMER AND POOL AREAS. NTS COARSE AGGREGATE ?C 00 000 O° 00 00 OO 90 00O o°00 00 0 0 �0000 0 0° o ° O O O00 0 0000 ° 0 0 0 0 0 0 O 00 00000 0000 C 0 o°O g00 0, 25' - MINIMUM TOP OF BANK PLAN CONSTRUCTION SPECIFICATIONS EARTH FILL COVERED BY LARGE ANGULAR ROCK � coo OGt�O O 0 80O °O o ° 7° O O 0 0 O � °p 0 00 O p ° p O O O 000 ° O 0 0 0° 0 0 0 0° OO 00°O�000 0 °p o O00°00% �QQO o 0 0 op o0 0 0 O O °Q -25'- MINIMUM TOP OF BANK 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED TO A MINIMUM. 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STEAM. 3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW. 4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1 FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION FROM SURFACE RUNOFF AND TO ALLOW FLOOD FLOWS TO PASS AROUND THE STRUCTURE. 5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN -PLACE SOIL. 6. ENSURE THE BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE BEFORE DIVERTING THE STREAM. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, AND STABILIZE THE BYPASS CHANNEL APPROPRIATELY. 7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS. 8. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE AREA. MAINTENANCE INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE INSTALLATION. 6 TEMPORARY SKIMMER BASIN 1 1 7 TEMPORARY STREAM CROSSING NTS NTS 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-23S4 www.4Dsitesotutions.com • � SEA �k, 02 COTT Uy01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS EROSION CONTROL DETAILS CLIENT GALT LAND DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE NOT TO SCALE DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-601 1 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water 7 None (HOW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HOW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HOW Zones flatter than 4:1 14 -10 days for Falls Lake Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary Stabilization Permanent Stabilization • Temporary grass seed covered with straw or • Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers • Hydroseeding • Geotextile fabrics such as permanent soil • Rolled erosion control products with or reinforcement matting without temporary grass seed • Hydroseeding • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered • Plastic sheeting with mulch • Uniform and evenly distributed ground cover sufficient to restrain erosion • Structural methods such as concrete, asphalt or retaining walls • Rolled erosion control products with grass seed POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before discharging offsite. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site. 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. ';�, •• NORTH CAROLINA fi Environmental Quality ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER IeM 9 ' ewrx Lleevs ena 0 mra ar a srara 0 !� 0 j'� r6FAIL �'�i'•� I�u 01 �' �,rU1l ILMtOI L1YN0 a. � M m• �M E M r01L1[ VAf1OR iILCTeIO LIAR •[ IIMIrL10 • M �.lE VAe1LYf mecleo swa NOI M LIDef AILIa m.n ee IAvraeea NOI M lY0 AIL/Ot77 euLes rml O M sIItllCflee"s reel v M memo CArltlrr ro reeNL[ .emMR �� eeemL w/cm vllx . eeeLeL em�oca vAeart slLellec Ime m = ��{ e• sores IT nemna Lrwer eeem VIM mra eerteL save. BELOW GRADE WASHIXIT STRUCTURE ABOVE GRAB&,46MUT� STRUCTURE CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlets) closest to the washout which could receive spills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (during normal Inspection records must include: business hours) (1) Rain gauge Daily Daily rainfall amounts. maintained in It no daily rain gauge observations are made during weekend or good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (and this will determine it a site inspection is needed). Days on which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification of the measures inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3. Name of the person performing the inspection, hours of a rain 4. Indication of whether the measures were operating event > 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outtalls inspected, discharge 7 calendar days 2. Date and time of the inspection, outtalls (SDOs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of Stormwater pollution such as oil event > 1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record site 7 calendar days of the following shall be made: and within 24 1. Actions taken to clean up or stabilize the sediment that has left hours of a rain the site limits, event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future releases. (5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event 1.0 inch in 2. Records of the required reports to the appropriate Division 24 hours Regional Office per Part 111, Section C, Item (2)(a) of this permit of this permit. (6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timetrame or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. NORTH CAROLI NA Environmental Quality PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: Item to Document Documentation Requirements (a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy and does not significantly deviate from the of the approved E&SC Plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC Plan. This documentation is required upon the initial installation of the E&SC Measures or if the E&SC Measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC Plan or complete, date and sign an inspection report to indicate completion of the construction phase. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC Plan or complete, date and sign an inspection Plan. report to indicate compliance with approved ground cover specifications. (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC Measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC to E&SC Measures. Plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This general permit as well as the certificate of coverage, after it is received. (b) Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. (c) All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] EFFECTIVE: 04/01 / 19 SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that must be reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless of volume). (a) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b) Anticipated bypasses and unanticipated bypasses. (c) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment • Within 24 hours, an oral or electronic notification. deposition in a . Within 7 calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -case basis. • If the stream is named on the NC 303(d) list as impaired for sediment - related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) Oil spills and • Within 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item 1(b)-(c) above (c) Anticipated • A report at least ten days before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)] effect of the bypass. (d) Unanticipated . Within 24 hours, an oral or electronic notification. bypasses [40 CFR • Within 7calendar days, a report that includes an evaluation of the 122.41(m)(3)] quality and effect of the bypass. (e) Noncompliance a Within 24 hours, an oral or electronic notification. with the conditions • Within 7calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6). • Division staff may waive the requirement for a written report on a case -by -case basis. I, 4Dsite solutions Civil engineering I Land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com �y\ CARO �Z/'' �2:pFSS0% SEA 02 •G I NE .•:��� ••.....•• �N ''';/ ,O I1111��ja U4i01-20 REVISIONS PROJECT NAME LIBERTY MEADOWS EROSION CONTROL DETAILS CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE NOT TO SCALE DATE RELEASED APRIL 1, 2020 SHEET NUMBER E NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01 / 19 C-602 BRICK SUPPORT ON EACH SIDE OF PIPE STEAMER AS SHOWN PRECAST CONCRETE CONNECTION RECAST CONCRETE EDGE PROTECTION RING ING TO BE EXPOSED PROTECTION RING OF ON PLANS ROAD ° a 2" 2 1/2" HOSE � SE 1. v ° ° °d ° d ° `IAIM6" ° _ CONNECTION 11=1 11=1 11= ,III - I III III I —III —III- I —III —III III- �, W VALVE Box 6" G.V. & BACKFILL a / U C. I. BOX 24' MIN In THREADED 6" WATERV. N TAMPED BACKFILL COUPLING LINE 36" MAX STONE MIN.) a VALVE NUT ONLY r 0 DO in m I MECHANICAL JOINT n WITH GRIP RING !—1 N BRASS PIPE NIPPLE 2" DIA O CONIC. RICK TO OR LONGER TO BRING PIPE _ BLOCKING =NE� SUPPORT UP TO FINISHED GRADE 4-3/4" TIE RODS WITH BRACKETS(SEE NOTE) VALVE Box 6" HYDRANT TEE (SEE DETAIL) WEEP HOLE TO NOTE: REMAIN OPEN MIN 18" TIE HYDRANT TO MAIN LINE 2'-0" PIPE NIPPLE 2" DIA MIN. 1/3 C.Y. AT 3000 P.S.I. W/TIE RODS IN LIEW OF CONIC. BLOCKING IN SANDY SOIL. WITH 2" THREADED PORT NOTE: SEE TYPICAL VALVE BOX DETAIL NTS FOR BRICK INSTALLATION 1 PERMANENT BLOW -OFF ASSEMBLY 0 VALVE BC 6"-8" EXCESS LOOPED IN BOX TRACER WIRE NOTE: NO. 1 DRILL HOLE \J PLAN ELEVATION OA CAST IRON ++'++ ++ I� + + + + + A +++++1I 11" + + M T R + ++++ ++++ + + + + + + + + + + ISOMETRIC METER BOX DETAIL FOR 3/4" SERVICE NOTE: AT PIPE INTERSECTIONS, MULTIPLE VALVES, RUN WIRE UP AT ONLY ONE VALVE. SINGLE 12 AWG SOLID CORE WIR TRACER WIRE TO BE LAID UNDERNEATH WATER LINE PLACE EMPTY VALVE BOX AT INTERVALS WHERE VALVES DO NOT OCCUR & PLACE TRACER WIRE IN BC" PRECAST CONCRETE PROTECTI ,,FINISHED GRA[ III— .I I=TI=1 —VALVE BOX P.V.C. PIPELINE VALVE NOTES: 1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESS 2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL. 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A BRASS SCREW TO THE VALVE BOX. 13 TYPICAL TRACER WIRE INSTALLATION NTS NTS NTS 2 FIRE HYDRANT ASSEMBLY INSTALLATION LAYI N G CONDITIONS DESCRIPTION PROJECT USE TYPE 1 TYPE 2 TYPE 3 TYPE 4 + + + + \� +++++ +++ + ++++++ r r _ r +++ 1.1» EXISTING AS NOTED ON PLANS ROAD ROAD SHOULDER z BACKFILL AS INDICATED X o �Z a I NEW WATER LINE 45° BEND SERVICE LINE TO CORPORATION METER CONNECTION COCK-A.Y. MCDONALD OR EQUAL SERVICE SADDLE - A.Y. MCDONALD OR EQUAL STYLE HINGED 3891 FOR 3/4" SERVICE SADDLE - A.Y. MCDONALD OR EQUAL TRENCH WIDTH PIPE O.D. + 18" FOR PIPES UNDER 33" O.D. NOTE: PIPE O.D. + 24" FOR PIPES OVER 33" O.D. 1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, 45° BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN MAKING A COMPLETE SERVICE CONNECTION. 2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS) 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE NTS 3 TYPICAL WATER SERVICE CONNECTION FLAT BOTTOM UNDISTURBED NOT USED. EARTH TRENCH, LOOSE BACKFILL NOTES: 1. INSTALL METER AT R/W 2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED INSIDE A 2' SLEEVE. 3. "TWO (2)—l" SERVICE LINES MUST BE INSTALLED INSIDE A 3" SLEEVE.' 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE. 5. SEE DETAIL FOR SERVICE MATERIAL AND METER SETTING 6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE OF DITCHES. NOT USED. 7. CONDUIT MUST EXTEND PAST PROPOSED SIDEWALK. FLAT BOTTOMED UNDISTURBED EARTH TRENCH. BACKFILL LIGHTLY CONSOLIDATED TO CENTERLINE ~ � w OF PIPE. wZ C O J d' CL 1' R/W 6' PIPE BEDDED IN 4" MININUM ALL DUCTILE JOB EXCAVATED MATERIAL. IRON GRAVITY SIDEWALK BACKFILL LIGHTLY CONSOLIDATED SEWER LINE. TO TOP OF PIPE. 2" PVC SLEEVE W/ 3/4" CARRIER PIPE BEDDED IN SAND, GRANULAR MATERIAL OR GRADED GRAVEL TO THE DEPTH OF 1 /8 PIPE DIAMETER, 4" MIN. JOB EXCAVATED MATERIAL COMPACTED TO 4" ABOVE TOP OF PIPE. (APPROX. 95% STANDARD PROCTOR, AASHTO T-99) PIPE BEDDED TO ITS CENTERLINE IN COMPACTED GRANULAR MATERIAL 4" MIN. UNDER PIPE. COMPACTED GRANULAR OR SAND MATERIAL TO 4"ABOVE TOP OF PIPE. (APPROX. 95% STANDARD PROCTOR, AASHTO T-99) 10 TYPICAL LAYING CONDITIONS Uj 1' FROM EDGE OF ROW o D_ o_ i METER BOX LID, CAST IRON ALL PVC WATER LINE AND PVC FORCE MAIN. ALL PVC GRAVITY SEWER LINE. LJ STREET WATERMAIN 12" MIN =TERS SHOULD BE r H INSTALLED 3' OFF w w PROPERTY LINE CL z OJ Of CL 0� SINGLE 3/4" SERVICES NTS NTS 11 TYP. DOMESTIC WATER SERVICE DETAIL 9" Of w 0 U 3/4 Inch Gate Valve Z Required on Customer side g 3 X 18" Within 12 inches of SERVICE LINE BR SS NIPPLE the Meter Box FROM STREET m METER SETTER CENTERED IN BOX METER TO BE INSTALLED P.R.V. Location down stream of the cut-off valve BRICK SUPPORT 1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED METER SETTER WITH DOUBLE CHECK VALVE 2. INCLUDE STONE IN PRICE OF METER BOX. (BACKFLOW PREVENTER) 3. METER SETTER SIZE AS NOTED ON PLANS. 4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE. NTS 14 TYPICAL 3/4" METER BOX INSTALLATION ENCASEMENT DUCTIL TOBE STORMSEWER� PIPE PLUS O.D. PLUS 2'-0" OR AS SHOWN ON PLANS. NTS 15 TYPICAL STORM SEWER CROSSING DETAIL FINISHED GRADE ° 4 2" 4 d d d ° �— BACKFILL TO EDGE d ° d d III1 I I =III III -III - -III PRECAST CONCRETE PROTECTION RING J z Q Z W O N N Q VALVE BOX VALVE OPERATOR NUT NTS 4 TYPICAL VALVE BOX DETAIL NOTES: 1. CONCRETE SHALL BE 3,000 PSI MIN. 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE SHAPE MORE EASILY FORMED WITH THE WIDEST PART (BLOCKING AREA) AGAINST UNDISTURBED E 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLA 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED WITH 10 MIL. POLYETHYLENE PRIOR TO POURINC BLOCKING. 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHc ON THE THRUST BLOCKING SCHEDULE. 6" MIN. A X MIN.1 /3 C.Y. AT 3000 P.S.I. PLAN BENDS 0 OR LESS 24" MIN. — 12" 0 OR LESS X HYDRANT TEE PLAN TEES 18" MIN. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 License number I C-2354 www.4Dsitesotutions.com IICARO,��''' 2 : pFSS �r�,• •2 SEA 02 G I NE .•: ja�`� ••...... 0 I I111�� 0y0�-�0 REVISIONS PROJECT NAME LIBERTY MEADOWS i N WATER DETAILS ®000000000000 12 THRUST BLOCK DETAIL NTS CLIENT GALT LAN D DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE NOT TO SCALE DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-603 0 om 0 I -I Z =cn00 D 0 _n cn -Iz�=D =-,DDm Z = O O O V O O H nDyD cn Z n O � v M 7m= COr zU) D m v z D D m � r 0 RI 0 _n M (� D O Z U) < 0) 17 m H -7, M Z 0 N O r M 838.01 n O Z Z 0 z m r = v ~ C m = C W cn w r Z D - mv Z n D m M r 0 m 0 -n n D o r Z U) < CAO m" -n M �z No r M 838.01 I I I I I I I I I I PLAN G M G (DI II I I I II I L "- DOWEL OPTIONAL CONSTRUCTION JOINT (IF CONST. JOINT IS USED) 9 - T END ELEVATION / SLOPE AS INDICATED ON PLANS / 1 S N_ H4-BARS 12" DOWEL BAR -"X" DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE PIPE SINGLE PIPE DOUBLE PIPE LOC. DIA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 30' 36" 42" 48" BARS "X" "X" "X" rrXrr "X" rrXrr Y* "XII Y* rrXrr rrXrr "XII rrXrr rrXrr "XII Y* rrXrr Y* G QTY. 2 2 3 3 4 4 2 5 2 2 2 3 3 4 4 2 5 2 M QTY. - - - - - - _ 1 1 2 2 2 2 3 G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 TOTAL LBS. 1 9 9 1 14 1 14 1 19 55 65 12 12 19 19 23 77 92 DIMENSIONS AND CONCRETE QUANTITIES USING CONCRETE PIPE COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE D H B G T S L YD3 M L YD3 15" 3'-3" 1'-B" 2'-9" 21/4" 91-2" 5'-6" 0.7 2'-2" 7'-8" 1.0 1B" 3'-7" l'-10" 3'-2" 21/" 10" 6'-4" 1.0 2'-7" 8'-11" 1.3 24" 4'-2" 2'-1" 4'-0" 3" loll 8'-0" 1.5 3'-5" 1l'-5" 2.0 30" 5'-Orr 2'-6" 4'-7" 41/4" 111'2" 9'-2" 2.3 4'-3" 13'-5" 3.1 36" 5'-8" 2'-8rr 5'-6" 434 111/2" 1 l'-0"l 3.4 5'-0" 16'-0rr 4.5 42" 6'-2" 3'-1" 6'-4" 1 514" 111/2" 12'-8" 1 4.5 5'-10" 1 18'-6" 1 6.0 48" 6'-9" 3'-5" 7'-2" 1 5444° 1 111/2" 14'-4" 6.0 1 6'-B" 21'-0" 8.0 *SEE SHEET 3 GENERAL NOTES: CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42" AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN ENDWALL LENGTH. CONSTRUCT BOTTOM SLAB WITH FORMS. DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. USE CLASS "B" CONCRETE. z OO QQ CCU LL _j I-L OOcn= = Z LU LL < U F- O H ~ = ~ Z W CnHWOJ O O C0 Z I --I CL 1 H W 0 838.01 Z O cn QQ W J d I I Z O O cn = wQQw= QU=OHO-I �= zW cn�WOJ 0OU)Er z I -I 1 �~ w� 0 W J O N Hir LL CC N W cYi) c� > 0 O O rn Q ILL V 0 J a w CC J N �a-I < < CL z p W - U) W pJp U)W O W ~ CD = o w v Z Z Z T 0 c� 838.011 0 om I -I Z =cn00 F nMcn -Iz-=D =0DDm Z = EnO 0 • OOH nDyD cn O Z 838.01 PLAN G M G I I I I III � � III I_ / L"-DOWEL _I OPTIONAL CONSTRUCTION JOINT /✓/ SLOPE AS INDICATED ON PLANS 9 a" A10 H4-BARS B`�' 0 12 rr F- FOOTING (IF CONST. JOINT IS USED) DOWEL END ELEVATION BAR-"X" DOWELS IN ENDWALL WITH C. S. PIPE PIPE SINGLE PIPE DOUBLE PIPE LOC. DIA. 15" 18" 24" 30" 36" 42" 48" 15" 16" 24" 30" 36" 42" 48" BARS „X,r „X,r rrXrr llXrr lrX" rrXll Y. 'rX" Y* rrXrr rrXrr "XII "XI, rrXrr "X„ Y* rrXrr Y* G QTY. 2 2 3 3 4 4 2 5 2 2 2 3 3 4 4 2 5 2 M QTY. - - - - - - 1 1 1 2 2 2 2 G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 TOTAL LBS. 1 9 1 9 1 14 14 1 19 53 62 12 1 12 1 16 19 23 73 85 DIMENSIONS AND CONCRETE QUANTITIES USING CORRUGATED STEEL PIPE COMMON SINGLE PIPE DOUBLE PIPE D H B G L YD3 M L YD3 151r 3'-a" 1'-8" 2'-6" 5'-0" 0.7 l'-11" 6'-11" 1.0 1B" 3'-7" 1'-10" 2'-11" 5'-10" 1.0 2'-3° 8'-1" 1.2 24" 4'-1" 2'-1" 3'-B" 7'-4" 1.4 3'-0" 10'-4" 1.9 30" 4'-7" 2'-4" 4'-5" 8'-10" 2.0 3'-9" 12' 7" 2.7 36" 5'-1" 2'-7rr 5'-2" 10'-4" 2.8 4'-6" 14'-10" 3.8 42° 5'-7" 2'-10" 5'-11" 1l'-10" 3.8 5'-3" 17'-1" 5.0 48" 6'-1" 3'-1" 6'-B" 13'-4" 4.9 6'-0" 19 4" 7.5 *SEE SHEET 3 Z U, LL QQ LL _j 0- O O cn = cc: Z LL LU 1--U = O H �=~ZW CAHWOJ 0OWEr � 1 �H W � i Q W J O LU u) IZi Cr.= O Q 0 J W w a J a a o3aa z W Cl) m LLI W~ Cs oc o ; w V Z LO Z z T 0 c� 838.01 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com ���\ \A CAR04Z///i _ : 0 .S S 0 . •� i � SEA <' • 02 G I NE.•'��� Uri UI-�U REVISIONS PROJECT NAME LIBERTY MEADOWS STORM DETAILS CLIENT GALT LAND DEVELOPMENT, LLC 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1490 DRAWING SCALE NOT TO SCALE DATE RELEASED APRIL 1, 2020 SHEET NUMBER C-604