SW6220101_Plansheet C-3.0 - Grading_Drainage Plan_20220614

KRAMER
„»
y"I
SITE 11
� OP
NORTH
VICINITY MAP
NOT TO SCALE
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD
PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, SILT FENCE OUTLETS, AND DIVERSION BERMS WHERE
SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO
AREAS REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
7. INSTALL UTILITIES.
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.
9. PERFORM FINE GRADING.
10. INSTALL AND PREPARE BASE COURSE.
11. PAVE ROADWAYS.
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE
ALL TEMPORARY MEASURES.
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS
OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING
TO THE NCDEQ EROSION CONTROL MANUAL.
15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST BE
REQUESTED BY THE PERMITTEE VIA A NOTICE OF TERMINATION
(NOT). THE NOT IS AVAILABLE AT:
HTTPS: //EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT MUST
BE UPLOADED AS PART OF COMPLETING THE NOTICE OF
TERMINATION PROCESS.
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
N/F
FLORENCE C. WELLONS
DB 1594, PG 382
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)
\ - \ INV
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_ __ __
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\ \ \ \
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INV IN 362.19 358 / 1 O 3 5 340 330 325 321 �� \
CI - CURB INLET / 351 I O
PROPERTY LINE 355 � �O 335 325 AG '� g % w O
1/2' -- o fr G
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RIGHT-OF-WAY 484 I M 481 M 480 d U 479 478 477 476 M 475 M 474 M 473 M 472-
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\` 357.03/ I v 5 \ 32g 25
WETLANDS �151 / / 3 = -- 33 - - op
-PERMANENT
PERMANENT EASEMENT
65) Q/ s� ss s w, w w WOODPINE WAY
X FENCE LINE �G s a t o w h N o w■ o w
TREE LINE tx _ 50' R/W (PUBLIC &UTILITY ACCESS) 3° �k
x 208.47' SPOT ELEVATION ` �150
BENCHMARK ❑ \-/
CI #8609 \//
N WATER VALVE HOOD 361 39
11 \
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
TREE
0 GRAVEL
SOIL
0 WETLANDS
330 MAJOR CONTOUR
337 MINOR CONTOUR
- Loc- Loc- LIMITS OF CONSTRUCTION
- SF - SF - SILT FENCE LINE
- JN - JN - JUTE NETTING
0INLET PROTECTION
WOODSHIRE PHASE FOUR
INV OUT 357.62 \ PB 2006, PG 316 INV
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5/8„ '•
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�II,IIIIIMI11Iw(r(
`\ 5/8 ERE
I \183;
GRADING NOTES \
184 , 5/8'
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND ERB ERB
MUST BE VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS WOODSHIRE PHASE FIVE /
ARE TO THE FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED. PB 2007, PG 948
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A 5/8„
CROSS SLOPE NO STEEPER THAN 2% AND LONGITUDINAL SLOPE NO ERB /
STEEPER THAN 5%.
3. 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 5/8„
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. ERB
4. 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
5. 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
6. 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.
7. 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.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED
WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS
SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
10. 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.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE
REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF
THE CHANGE.
12. 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.
13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE BOX FOR
ALL STRUCTURES UNLESS OTHERWISE NOTED.
14. ALL STORM PIPE TO BE CLASS III RCP UNLESS OTHERWISE NOTED.
12. MAINTENANCE OF DRAINAGE EASEMENTS AND DRAINAGE STRUCTURES
OUTSIDE OF NCDOT R/W TO BE MAINTAINED BY OTHERS (NOT NCDOT).
MAIL KIOSK AND SIDEWALK MAINTENANCE ALSO TO BE PERFORMED BY
OTHERS (NOT NCDOT).
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 FIFTY (50) FEET FROM
ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF
REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE
CD
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WOODSHIRE PHASE SIX
PB 2013, PG 5
436 \~� \\ ✓ / / //� \ \ y'1�� i 1 '-� / \c \\\\'\ N/F \� ��\ \ \\ \ \ \ WOODSHIRE PARTNERS, LLC.
If 438 ; /\ \ \ \\� _ j �`� �" \\ \� \\ \\ \\ 417 \ I DB 2668, PG 901
C\ _ Ooo I \I \I I-
-�_
/III�`NI 11
STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK \
CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT ON THIS PROJECT. \ / III
BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
COVERED IF LEFT MORE THAN 24 HOURS. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED L\ IIII I
HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER / 1 _ IIIII /f,
DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY /
DEVICES IMMEDIATELY. EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR \�\\\\I`-11`II I
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED �\
WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO / 1 1 \ IF /
ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS 1 (�
WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN
MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS
STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE WITHIN 90 CALENDAR DAYS FOLLOWING COMPLETION OF
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON CONSTRUCTION OR DEVELOPMENT.
AREAS TO BE PAVED. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION •
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF
STABILIZATION AND PERMANENT VEGETATION HAS BEEN CONSTRUCTION. GRAPHIC SCALE
ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ APPROVE THE 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
ACTION PRIOR TO REMOVAL. NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. 100 0 50 100 200
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT Know what's below.
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ARISE ON SITE IS PJ GAY. CONTACT 910-237-0572.
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
5/8
ERB
Call before you dig.
( IN FEET )
1 inch = 100 ft.
1
400
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
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U3-10-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
MARCH 10, 2022
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