SW6220902_Plansheet - Grading_Drainage Plan_20221102

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SITE Y
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ROCKF�S
NORTI-1
VICINITY MAP
NOT TO SCALE
LEGEND:
ECM® ECM —EXISTING CONCRETE MONUMENT
EIP Oo EIP—EXISTING IRON PIPE
EIR Oo EIR—EXISTING IRON ROD
EPK0 EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
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
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
- CREEK
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
WOODEN FENCE
— roc— roc— LIMITS OF CONSTRUCTION
— sF — sF — SILT FENCE LINE
TREE LINE
PPS UTILITY POLE
C• GUY WIRE
WV
N WATER VALVE
xFIRE HYDRANT
(J SANITARY SEWER MANHOLE
GRAVEL HACKNEY LANE `
ASPHALT 60' PUBLIC R/W
OWATER
0 WETLANDS
0INLET PROTECTION /
'vCHECK DAM -7
GROUND STABILIZATION CHART
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)
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B 785, PG 287
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TRACT A OF
DB 976, PG 674
PC 3, SLIDE 3-47, MAP 007
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DB 1310, PG 972 1
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/ DB 769, PB 532 1
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63 �� Call before you dig.
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LIDE 2-51, MAP 001 LEIA DAWNE BRUNNER Qo / O�\J� N F
DB 300, PG 905
I PC 2, SLIDE 2-51, MAP 001 0 �QVV- ) CA4 75 74 73 72 p1V - �� STUART VALEVIS & WIFE
N� �P`N QR\ o D 76 -- ((;A
,/ /�� RHON33 VELEVIS
I Na � FLRI / � - p1V �� - CA � � DB 333, PG CONSTRUCTION SEQUENCE
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cJO g0 , 7 \-�?7��SF�D1 � DIV � � / � 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
79 /'sue i ��- plV p1V S� — / _ —_ J% 69 - \ - HOLD PRE CONSTRUCTION CONFERENCE.
// 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
\- FENCE, CHECK DAMS, SKIMMER BASIN, SEDIMENT TRAPS
AND DISSIPATERS WHERE SPECIFIED.
50' BRIDAL PATH EASEMENT
3. CLEAR AND GRUB THE SITE AS NEEDED.
PC 2, SLIDE 2-51, MAP 001 / 11 I I I _ - 111 4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
i / '-^ j TO AREAS REMAIN GRASSED.
`` ice% - 68 \ I N 5. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
` _sue0n a _� _�� , � 67 66 I CLAUDE THOI ` INSTALL UTILITIES.
4
DB 224, 7. INSTALL ALL RIP RAP DISSIPATERS AND INLET PROTECTION
/ ON ALL NEW STORM WATER INLETS.
/ _ 8. PERFORM FINE GRADING.
CD CA 3� o° _ — J ` - W W W I -I 9. INSTALL AND PREPARE BASE COURSE.
I / '� r- ! W W W W �� AND PARKING LOTS.
3000UTN ITYTY OEASEMENT / II 11F HOKE . FERTILIZ. PAVE E, SEED SAND MULCH ALL REMAINING DISTURBED
W DB 885, PG 710 _ AREAS.
PC 3, SLIDE 3-99, MAP 001 12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
COUNTY OF HOKE ( REMOVE ALL TEMPORARY MEASURES.
30' UTILITY EASEMENT I - J \ 13. AFTER THE SITE HAS BEEN STABILIZED, REMOVE
\ DB 885 PG 710 TEMPORARY CHECK DAMS AND FINAL GRADE THE
% PC 3, SLIDE 3-99, MAP 003 PERMANENT SWALES FOR THE SITE.
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\ 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
o / I AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
PO S G S / ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
\ INV219.000 �� ^ / / ` I Cq N/F N/F 15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
© \ JAMES WOOD &WIFE, I LUMBEE QUALITY BUILDERS INCORPORATED - STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST
11� BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF
\ MARGA, PG 114 B. WOOD I DB 1228, PG 714
DB 11212TERMINATION (NOT). THE NOT IS AVAILABLE AT:
14 EROSION CONTROL NOTES BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE �� / / ll) HTTPS: //EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
/ � \
9'n , ��,p'� �P�\J� 1� O BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT
�
�9� \\ �(�►� �� I / / �` 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE
/ / a FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND \ OF TERMINATION PROCESS.
SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
I / `�\\\�\\ ❑ HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
PHASE 1
I / / . WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE GRADING NOTES PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
/j / DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ APPROVE 1. ALL SPOT ELEVATIONS ARE TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE 7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH
/ / COUNTY OF HOKE � MAINTAIN A PROPER BARRIER. THE ACTION PRIOR TO REMOVAL. NOTED. 3:1 SLOPES AND SURROUNDED BY SILT FENCE.
30' UTILITY EASEMENT 2. TEMPORARY EROSION CONTROL FACILITIES AND/ OR PERMANENT FACILITIES 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE
/ / �j ��� /• / DB 885, PG 710 INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL \ INITIATION OF CONSTRUCTION ACTIVITY. 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
PC 3, SLIDE 3-99, MAP 001
BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A
PO 14 / AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. \ OVER ALL OTHER CONSTRUCTION ACTIVITIES. ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL
INV 21&70
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND NEIGHBORING ROADS. FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR
CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL
\ \ 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL \ CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; DRAINAGE PATTERNS.
PLANNING AND DESIGN MANUAL. STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE BEEN COMPLETED THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE.
48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. , MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED
910-433-3300 - 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND EQUAL SUBSTITUTE.
PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE 12. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE BOX FOR ALL
WHEN TRACKING OCCURS. STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 PLAN STRUCTURES UNLESS OTHERWISE NOTED.
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF 13. ALL STORM PIPE IS CLASS IV RCP UNLESS OTHERWISE NOTED.
1 i _
PUBLIC, OR PRIVATE ROADWAY OR FIFTY (50) FEET FROM A DRAINAGE OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION.
EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER 3 TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY GRAPHIC SCALE
FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT COMPLETION OF CONSTRUCTION DEVELOPMENT. 100 0 50 100 200
N/F MORE THAN 24 HOURS. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES
/ PC 4, SLIDE 4-108, MAP 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT
/ UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT DURING THE COURSE OF CONSTRUCTION.
_ TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES MULCHED ACCORDING TO THE DETAILS HEREIN. ( IN FEET )
IMMEDIATELY. 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS 1 inch = 100 ft.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE STEVE PHILLIPS. CONTACT 910-638-6102.
W 11
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
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409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
APRIL 5, 2022
SHEET NUMBER