SW6240905_Plansheet - Grading/Drainage Plan_20241016

SR 1237 4Dsite
LEGEND: GRADING NOTES GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION
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® ECM-EXISTING CONCRETE MONUMENT —-—-—-— LANDSCAPING BUFFER BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR FORM: solutionsEIP 0EIP-EXISTING IRON PIPE X 302.72'SPOT ELEVATION 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE STRUCTURES CAUSED BY HIS OPERATION.
EPK BENCHMARK AND MUST BE VERIFIED BY THE GENERAL 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 civil en land surveying
O EPK-EXISTING PK NAIL BENCHMARK CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED DURING AND AFTER GRADING BY THE CONTRACTOR TO TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING engineering y 9
ERGO ERB-EXISTING REBAR a SIGN GRADE OF THE CURB, UNLESS OTHERWISE NOTED. DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
ERS 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION o�S office1910-426-6777 fax[phone] license number I C-2354
0ERS-EXISTING RAILROAD SPIKE ©MAILBOX \ www.4Dsitesotutions.com
SR �238 HAVE A CROSS SLOPE NO STEEPER THAN 2% AND ENGINEER OF RECORD SHOULD BE NOTIFIED. CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE Al
o COMPUTED POINT LIGHT POLE LONGITUDINAL SLOPE NO STEEPER THAN 5%. 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, J -
N/F - NOW OR FORMERLY PP• UTILITY POLE 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. 2010. o (1,606 s8 OVN albs ON
SITE y R/W - RIGHT OF WAY GUY WIRE LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL cn
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND
PVC - POLYVINYL CHLORIDE ❑T TELEPHONE PEDESTAL THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION PROGRESS. NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A
RCP - REINFORCED CONCRETE PIPE WV N WATER VALVE CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM
PROPERTY LINE AFIRE HYDRANT 4. �XISTING NEIGHBORING
GROUND UPON WHICH FILL OR BASE IS TO BE PLACED NAMURALAIN NDRA DRAINAGE SUCH
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ADJACENT PROPERTY LINE ❑o WATER METER SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF `� O:• FESS/0•.•�i��
SR 122g — TIE LINE C SANITARY SEWER MANHOLE OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE
UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN DRAINAGE PATTERNS. APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER SEA
RIGHT-OF-WAY ASPHALT COMPLETED 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT 02 4 _
ss SANITARY SEWER LINE GRAVEL 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE IMPLEMENTATION OF THE CHANGE. HTTPS://WWW.DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MIN ERAL-AND-
8� 0 PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE LAND-RESOURCES/STORMWATER/STORMWATER-PROGRAM/NPDES-
so STORM DRAINAGE BUILDINGS •.�G I NE .•' ��
S �2 w WATER LINE WETLANDS CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND SHALL BE LINED WITH NORTH AMERICAN GREEN S75 CONSTRUCTION-PROGRAM _�Ij S'L+
OVERHEAD UTILITY UNSUITABLE SOIL UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. ''� 011l NOT ON THE PLAN 13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE
SR 9 NORTH X FENCE LINE — LIMITS OF CONSTRUCTION 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE o
24 WETLANDS —sF —sF — SILT FENCE LINE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW 14. ALL RCP STORM PIPE SHALL BE CLASS III UNLESS OTHERWISE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT [phone].
UNSUITABLE SOIL —iN —iN — JUTE NETTING NOTED. GRADING AND DRAINAGE INFORMATION SHOWN HERON IS
VICINITY MAP FOR THE CONSTRUCTION OF THE NEW STREET ONLY.
TREE LINE OINLET PROTECTION N/F ES- 1/2„ 0 N/F DRAINAGE OF THE LOTS AND PLANNED NEW HOMES IS NOT
290 MAJOR CONTOUR LGI HOMES-NC, LLC LGI HOMES-NC, LLC EIP L. FRANK STEWART & WIFE, A PART OF THIS PLAN AND SHOULD BE DESIGNED BY
TRACT 2 OF TRACT 1 & 2 OF JANE S. STEWART HEIRS OTHERS AT THE TIME OF HOME CONSTRUCTION. REVISIONS
NOT TO SCALE 291 MINOR CONTOUR DB 4144, PG 878 DB 3290, PG 659 DB 832, PG 321
PB 2022, PG 29 PB 2007, PG 814 ESTATE 97E, PG 461
PB 2023, PG 384 PB 2002, PG 1211
N 596,003.128
E 2,016,073.347
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r— +' :/" I-- OC LOC N/F DB 4172, PG 561 i N/F
S DIEGO F. GARCIA & WIFE,
o�; 10C O� � `y 00 / I PB 2012, PG 553 � � EPK � JAMES H. BULLARD, JR. & WIFE,
_ _ PP SHIRLEY P. BULLARD CLIENT
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10, PG 58ARCIA
k l f+; I I PARCEL B OF., r- _ ✓ f / O PB 2012, PG 553 I �� DB 1007, PG 237
I 001 �o�— o - �-� _ _ - I / BS LAND LLC
/ N 597,931.878 ,J� — �0, 305 — CD 1/2"
E 2,015,087.598 �' C: -- �Q� I
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- 7�i N/F DB 4199, PG 1662 ERB ERB N/F ERB ERB r�24�� 5/8 5/8" -- SR 1235 / JAMES H. BULLARD, JR. & WIFE, \ Angier, North Carolina 27501
_k / \�—�� ERB (ADCOCK ROAD)_ _ — SHIRLEY P. BULLARD Phone: [phone]
- r 2 BS LAND, LLC PB 2023, PG 266 / \ SIGNATURE HOME BUILDERS, INC ERB TBM
i N/F DB 4177, PG 2935 / Y 4e 60' PUBLIC -
/ / / DB 4200, PG 506 N/F 5/8" 4D DISK #1 R/W PARCEL A OF
BS LAND, LLC I PB 2023, PG 266 5/8 LV v /� PB 2023, PG 266 MATTHEW RAY LASATER ERB
N 596,512.785 �--\ DB 1007, PG 237 \
N/F DB 4177, PG 2935 ERB m DB 3886, PG 551 / E 2,015,008.314 r 1
KENNETH L. CUMMINGS PB 2023, PG 266 / U a PB 2007, PG 371 / Z / ELEV 310.82
JERRY 8 CUMMINGS \ \ 5/8„ NC GRID NAD 83 N
DB 3188, PG 988 I �/ o � / � /F I
GROUND STABILIZATION CHART
PB 2004, PG 464 Z s/8" ERB (2011) GARY R. LUTZ, SR. & WIFE, SITE AREA STABILIZATION STABILIZATION TIME PROJECT INFORMATION
r \ O ERB J NAVD 88 WANDA R. LUTZ
EROSION CONTROL NOTES FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE ACTIVITIES. / 2 j / DB 2564, PG 532 DESCRIPTION TIME FRAME FRAME EXCEPTIONS
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, 13. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE \ PB 2007, PG 371 * PERIMETER DIKES,
h ALL DRIVEWAY PIPES
1. ALL EROSION CONTROL MEASURES REQUIRED FOR THIS SITE STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES [(i o SWALES, DITHCES 7 DAYS NONE
CONSTRUCTION SEQUENCE TO BE CLASS IV DESIGNED BY: CALEB
ARE TEMPORARY UNLESS OTHERWISE SPECIFIED. RIP RAP OR OTHER MEANS. CONTROL EROSION FROM ALL PERFORMING WORK ON THIS PROJECT. � � AND SLOPES
APRONS ARE PERMANENT. STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. 14. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE UNLESS OTHERWISE HIGH QUALITY WATER
. 7 DAYS NONE DRAWN BY: CALEB
1 OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND NOTED.
2. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY HOLD PRE CONSTRUCTION CONFERENCE. (HQW) ZONES
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. MUST BE NO LESS THAN FIVE FEET FROM THE RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT DRIVEWAY PIPES SHALL BE 15" RCP IF SLOPES ARE 10' OR CHECKED BY: SCOTT
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE FENCE, AND CHECK DAMS WHERE SPECIFIED. EXCEPT FOR THE FOLLOWING: SLOPES STEEPER LESS IN LENGTH AND ARE
AND INLET PROTECTION DEVICES WHEN THE STORAGE MORE THAN 24 HOURS. IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. NOT STEEPER THAN 2:1,7 DAYS PROJECT NUMBER: 2084
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL 8. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT 15. PURSUANT TO G.S. 113A-57 2 , THE ANGLE FOR GRADED 3. CONSTRUCT TEMPORARY SKIMMER BASINS. THAN 3:1
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING SLOPES AND FILLS SHALL BE NO GREATER THAN THE / 4. CLEAR AND GRUB THE SITE AS NEEDED. LOT 14 DAYS ARE ALLOWED
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING 7-DAYS FOR SLOPES
N NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE DRAINAGE AREA HAS BEEN STABILIZED. INSPECT ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR TO AREAS TO REMAIN GRASSED. 15" RCP IF ON ROAD B SLOPES 3:1 OR
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON OTHER ADEQUATE EROSION CONTROL DEVICES OR
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. 30" DRAWING SCALE
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, RCP IF ON ROAD A FLATTER IN LENGTH
w 7. INSTALL UTILITIES.
Uj FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A ROTTED EROSION CONTROL DEVICES IMMEDIATELY. WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY 8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER 15 18" RCP IF ON BOONE HILL CT NONE
(D PROPER BARRIER. 9. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED / ALL OTHER AREAS
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES INLETS. WITH SLOPES FLATTER 14 DAYS (EXCEPT FOR HORIZONTAL: 1"=100'
L) 3. TEMPORARY EROSION CONTROL FACILITIES AND/OR 9. PERFORM FINE GRADING. 39 18" RCP THAN 4:1 PERIMETERS AND
• PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF DENUDED AREAS IN WHICH GRADING OR SITE BUILDING OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 10. INSTALL AND PREPARE BASE COURSE. HQW ZONES)
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR • 11. PAVE ROADWAYS. 40 24" RCP
z BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
U) OR AT THE EARLIEST POSSIBLE POINT DURING WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN , AREAS. 41 24" RCP DATE RELEASED
CONSTRUCTION. CONTROL MATTING, AND/OR SODDING AND STAKING IN 90 CALENDAR DAYS FOLLOWING COMPLETION OF ® 13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
4. TEMPORARY & PERMANENT EROSION CONTROL MEASURES GREEN SPACE AREAS AND OTHERWISE APPROPRIATE CONSTRUCTION OR DEVELOPMENT. REMOVE ALL TEMPORARY MEASURES. 42 18" RCP GRAPHIC SCALE
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON 16. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED 18" RCP IF ON ROAD B AUGUST 22, 2024
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH AREAS TO BE PAVED. CONTROL MEASURES SHOWN AND ANY ADDITIONAL AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND 47 100 0 50 100 200 400
s CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND 10. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. 15" RCP IF ON FOXHILL CT
DESIGN MANUAL. DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE THE COURSE OF CONSTRUCTION. 15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
> 5. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ FINAL STABILIZATION AND PERMANENT VEGETATION HAS 17. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS ' 48 24" RCP
Know what s e OW. STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ NECESSARY, AND MULCHED ACCORDING TO THE DETAILS BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF SHEET NUMBER
LAND DISTURBING ACTIVITIES. 910-433-3300 APPROVE THE ACTION PRIOR TO REMOVAL. HEREIN. Call before you dig. 24" RCP IF ON ROAD B IN FEET
LL TERMINATION (NOT). THE NOT IS AVAILABLE AT: 49 ( )
6. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR 11. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED 18. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT 15" RCP IF ON ROAD A
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ARISE ON SITE IS SETH THOMPSON. CONTACT HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. 1 inch = 100 ft.
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS ACTIVITY. 919-868-1733. PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT
WHEN TRACKING OCCURS. 12. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE
07 OF TERMINATION PROCESS.
7. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
m
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 '