SW6200402_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: [e-mail]
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: [e-mail]
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: [e-mail]
�•��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 [phone] 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: [phone]
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 [phone] 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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone]n 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone], (800)
858-0368 or [phone].
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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 [phone] 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: [phone]
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