SW6220201_Plansheet C3.0 - Grading_Drainage Plan_20220510

VICINITY MAP
NOT TO SCALE
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.
LEGEND:
PK PK-PK NAIL
EIP Oo EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ENLO ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
CI - CURB INLET
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
ss SANITARY SEWER LINE
Fm FORCE MAIN LINE
sD STORM DRAINAGE
- - WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
x 208.47' SPOT ELEVATION
BENCHMARK
N WATER VALVE
ry 11 FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
TREE
GRAVEL
0 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
C3.1 C3.2
C3.3
C3.4
SHEET KEY
GRADING NOTES
1. ALL 15" AND 18" RCP IS CLASS IV RCP. LARGER PIPES ARE CLASS III
RCP UNLESS OTHERWISE NOTED ON THE PLAN.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND
MUST BE VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS
ARE TO THE FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
3. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A
CROSS SLOPE NO STEEPER THAN 2% AND LONGITUDINAL SLOPE NO
STEEPER THAN 5%.
4. 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.
5. 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
6. 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
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW
I
INV INV ■
311.21 312.22 \ ■
INV
-_�275.04 INV 24" RCP INV INV I
NURSERY ROAD SR 1117 - A A .,,1 �A
- - - r 310.05s� -- 313.84�c 3� 24"
(PUBLIC) ��// i j ��ii ■
ECS -�� _ ■
LOC LOC LOC LOC LOC LOC LOC- - _ LOC LOC LOC L C LOC LOC _LOC LOC L C L LOC LO
■
- -
!��
LOC
Un - - -
��\111 lll�llll I - - • - - - - - I \ - - - - - - - - - - - -
�c� \�\\\ \1\\\ \ \\ \ I I �� 11 � � � / � �l �.�� , - I\ I ` � I � ♦ � \ 1525 � � I 592 I �
\\\ \ \\\\\ \1 I I /�//i / l l! l l i \ \ \ ♦ \\ \ l W z l _ ! ■ 561)
\\\� \\\\\\\\\)IIIIII� h " // / I ♦ \\ \\\ I - - - - -� n y 562 \ j �
,..
\\ \\ \\ 1 I I I I I I I I I I \\ t;526 l 591 ! / _ �\ 0
\\\\\\ III III ♦- \\ • CA
\IIII I III I ter" • ° ���
> •. / 563,- �
\111 II 11111111111111111 ` •\\\\\1 m �_ - `0 ► _-
111 I I I , I Iv/F \ \\ */ I ) 1 1 �527 1 I 59 ` �\
I I I I I WOODSHIRE PARTNERS, LLC �. �_ i I - 1 _ J �� ♦ ,, r
I I I I I I DB 3446, PG 969 // ♦ _ _ - - -
1I 1328 000,00
1 - 5s9 • ♦ �
\ \ \ \ III 1 \ \ . \ �► I I �' �....�
\ 1 1 \\\\\\\ \\ \ \\\\\\ \\\\\\ \\\\ \ \\III(529/ ♦ ,�
\ \III 1 i / \\ l� QC51,8�8,)), I • -
'
587
i / / I I ►III III \ I \ 11 \ \ \ \ \h\ �` \ \\ \ \� � ` � /� � `J ♦' �r--1
\\ ` I, \ � 58nt -58
5851
C
41
_
--- �/,�/ / / ///�/ --mot-- � A\ • �32
El IIII III\ 1 \ , \ •� \ ., �P�
L 53J
N 567,403.47
E 2,008,481.37 / \
/ /l • ♦ / NC GRID NAD 83 �Q 7 /
Wawa(2011) i \\ �F\ 534 j(\
10 __00
ERB
ERB5/8"
, 1\
ERB -. 53�
ERB ERB ERB fi �, ') 4�i� - ♦ `� `� ` ��%�
�19
418, ik_imp
06,
CONSTRUCTION SEQUENCE
417 ;t,53- �\
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. ` , \) I 53_8
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED. PROPOSED SEWER LINE II
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO I
AREAS REMAIN GRASSED. / �■ y ■
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. ■ ■ I I I I
10. INSTALL AND PREPARE BASE COURSE. - ■ ■ ■ I I • 0 ✓'
11. PAVE ROADWAYS. n
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. .I I 540
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE '
58i
-
�•
j \
80
1\
- 79)
m
I I 578�
z
Ij 1
� \ 576 �
A \,
ALL TEMPORARY MEASURES. N/F \ -
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS WOODSHIRE PARTNERS, LLC.
OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING DB 2668, PG 901
TO THE NCDEQ EROSION CONTROL MANUAL.
15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL 11
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST BE G
REQUESTED BY THE PERMITTEE VIA A NOTICE OF TERMINATION 11 o �541
(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 I �\ \ �•
TERMINATION PROCESS.
CA •
EROSION CONTROL NOTES 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.
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY 1/2„ \\
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ERB
INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS COVERED IF LEFT MORE THAN 24 HOURS.
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
r-
Q
I
TBM
4D ECS #181
N 568,836.892
E 2,008,250.099
ELEV 339.17
NC GRID NAD 83
(2011)
ECS NAVD 88
I
N 568,828.20
E 2,008,278.20
NC GRID NAD 83
(2011)
553 I
0
X
9,51
I o
550
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)
0
0
0
N/F
HARNETT FORWARD TOGETHER COMMITTEE
DB 2193, PG 653
�•�-
GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
\ a
RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES
PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE
HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND
SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE
\
CAUSED BY HIS OPERATION.
SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE
FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO
SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE
DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL
THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY
8. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND
AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE
MAINTAIN A PROPER BARRIER.
DEVICES IMMEDIATELY.
EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR
/
STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A
2.
TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS
DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED
�\
SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE
FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH
DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY
WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN
WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS
OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO
below.
NOTIFIED.
Know what's
9. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED
EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE
EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN,
WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND
RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS
FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN
\
WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE.
\ 111 before you dig.
10. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS
3.
TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL
MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS
o
�
SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE
STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
WITHIN 90 CALENDAR DAYS FOLLOWING COMPLETION OF
\
O \ ♦'
11. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN
CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
CONSTRUCTION OR DEVELOPMENT.
1 2
o I ERB
A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
AREAS TO BE PAVED.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
2�� \\
DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE
MANUAL.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES
CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
4.
THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL
REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF
` \\ N/F
DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
STABILIZATION AND PERMANENT VEGETATION HAS BEEN
CONSTRUCTION.
- WOODSHIRE PROPERTIES,IINC. GRAPHIC SCALE
12. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE
LAND DISTURBING ACTIVITIES. 910-433-3300
ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ APPROVE THE
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
♦ \\ DB 1899, PG 868
\
REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF
5.
REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE
ACTION PRIOR TO REMOVAL.
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN.
� � � 100 0 50 100 200 400
THE CHANGE.
DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
♦ \\ I„
13. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL
REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
ARISE ON SITE IS WATSON CAVINESS. CONTACT 910-481-0503.
`
♦ r✓
BE LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION
OCCURS.
ACTIVITY.
♦ \ �/
0000
CONTROL BLANKET OR EQUAL SUBSTITUTE.
6.
LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET FROM
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
II
14. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE BOX FOR
ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES.
�, ( IN FEET )
ALL STRUCTURES UNLESS OTHERWISE NOTED.
REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS
1 inch = 100 ft.
15. ALL STORM PIPE TO BE CLASS III RCP UNLESS OTHERWISE NOTED.
\\
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
`r,1CARO,���''
SEA
02
•• G IN ••: ja�`�
U3-30-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
GRADING AND
EROSION
CONTROL PLAN
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-3nO
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