SW6230501_Plansheet - C3.0 Grading/Drainage Plan_20230721

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I I I I \ \ 1/2" EIP 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
SITE AREA STABILIZATION STABILIZATION TIME (PINCHED) office 910-426-6777 fax [phone] license number I C-2354
DESCRIPTION TIME FRAME FRAME EXCEPTIONS wwwADsitesolutions.com
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PERIMETER DIKES,
SF �z SWALES, DITHCES 7 DAYS NONE
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CHARLES CHRISTOPHER WILLIAMS
HIGH QUALITY
G v I DB 783, PG 954 \\1111111//
F I I *NO WETLANDS WERE DETERMINED TO BE PRESENT ON SITE. SOILS MAP WAS \ \ WATER (HQW) 7 DAYS NONE ������ CAR Z//
ERe I PROVIDED VIA SOUTHEASTERN SOIL & ENVIRONMENTAL ASSOCIATES, INC. ZONES �`ZQ9� ......
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SLOPES STEEPER LESS IF SLOPES
N LENGTH AND ARE C3.1 C3.2 .Q� SEA �<•:
Qua I I \ THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, 0274
14 DAYS ARE ALLOWED
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N 581,606.399
E 2,104 682 098 1 I 1 N/F \ N/F
ELEV 204.94 1 ROBERT A. SCANTLIN & WIFE, CHA LES G.
WILLIAMS
NC GRID N) 83 DIANA L. SCANTLIN \ PC F, SLIDE 137-B ❑ `� o
G 611
(2011) 1 I DB 4036, PG 313
NAVD 88 1 PB 2010, PG 240
\ PP 220 _
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O ECS-EXISTING COTTON SPINDLE 1 1/2 ERB ❑ O ��
EcnZ ECM-EXISTING CONCRETE MONUMENT I EPK ERB 21
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c COMPUTED POINT
I titi' 27 CONSTRUCTION SEQUENCE
N/F - NOW OR FORMERLY 1 42I 41 40 _ 30 /
R/W - RIGHT OF WAY 1 0 / c� / 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
PROPERTY LINE I _ o N CONSTRUCTION CONFERENCE.
2
N r, . INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE,
ADJACENT PROPERTY LINE I ) O O 33 O rn AND DIVERSION BERMS WHERE SPECIFIED.
TIE LINE I of 38 36 35 34 32 3. CONSTRUCT TEMPORARY SKIMMER BASINS.
RIGHT-OF-WAY
I 37 / O 4. CLEAR AND GRUB THE SITE AS NEEDED.
11i1 o n 26 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS
- - - - - SETBACK LINE I ;; / 31 TO REMAIN GRASSED.
o O 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
OVERHEAD UTILITY a' n�i c� n l
q � I p CT � 1 7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.
PERMANENT EASEMENT -- I � 214 I 8. PERFORM FINE GRADING.
X FENCE LINE C: 213 215ANDON DRIVE 216� LOC. LOC LOC. OC OC . LOC. LOC 9. INSTALL AND PREPARE BASE COURSE.
225 MAJOR CONTOUR o = I I 50' R/W (PUBLIC & UTILITY ACCL2>)Z - N 10. PAVE ROADWAYS. PROJECT NAME
n m 218 220 222 __ NN 11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
223 MINOR CONTOUR \ < 1 o I� 212 213 214 212 215 214 215 216 219 225 O1N 25 12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL
x 222.47'SPOT ELEVATION m 1 OOl Ol OOl p-j 22� I TEMPORARY MEASURES.
001 �c� 218�-t7 � 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED �
Z 218 220 221 222 223 224 ILA S W A Y
BENCHMARK C 1 _� zzo 221 222. 223 IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDEQ
PP. UTILITY POLE fn ;N F O O�� OOl Ol Ol Ol 224 .0 l EROSION CONTROL MANUAL.
r N 14. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL STORMWATER
GUY WIRE 1 H p N o PERMIT FOR CONSTRUCTION ACTIVITIES MUST BE REQUESTED BY THE
D4 WATER VALVE / 1O o \ 12 -0 24 PERMITTEE VIA A NOTICE OF TERMINATION (NOT). THE NOT IS SUBDIVISION
FIRE HYDRANT I II � O 1 AVAILABLE AT:
"' 3 ` HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. PLEASE
0 ASPHALT I 00 O O r 5 00 NOTE THAT THE CLOSE OUT INSPECTION REPORT MUST BE UPLOADED
UNSUITABLE SOILS I p O 6 7 \ I m AS PART OF COMPLETING THE NOTICE OF TERMINATION PROCESS.
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(PINCHED) ERB 1 X1" O BOLT POST I w Cf)
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1 1 N 581,142.323 2 STAKE EIP ERB
E 2,105,136.510 30' INGRESS/EGRESS EASEMENT - 1/2"
I I NC GRID NAD 83 - M O
(2011) N/F t"x1" PB 2002, PG 969 ERB IN N 22
NINA F. SHAYNE IRON .--., I-0 ,_ CONCRETE N
1 1 DB 1122, PG 338 STAKE \ ,q/7 UJ O \ B 14 I N w
1 1 PC F, SLIDE 137-B - No O
ECS _ N/F OVERALL
I - LUKE HOLDEN JACKSON & Io N N/F
1/2" f 6 \1 CHRISTOPHER DAVID JACKSON LAURA B. TYLER SMITH r
/ �m & HUSBAND, GRADING AND
1 1 ERB DB 3240, PG 416 z
1 PC F, SLIDE 584-A DANNY KAY SMITH
1 _ N/F I o DB 3719, PG 226 21
I I �1B�1 MICHAEL POPE & PB 2010, PG 260 �SONYA POPE GURKIN N/F EROSION
I
1 ECS 1 N/F DB 3700, PG LUKE HOLDEN JACKSON & WIFE, N
1 TANYA M. STANLEY PB 18, PG 16 MARIA G. CORIA JIMENEZ 15
DB 3461, PG 426 1/2" 1/2„ DB 3992, PG 79 I 1/2 C)I� CONTROL PLAN
E 1N
I I PB 2018, PG 347 ERB ERB CONCRETE N
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FENCE POST N CONCRETE I mDm 16 I SHARPE FAMILY
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NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION EROSION CONTROL NOTES CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY vz I A 19 INVESTMENTS LLC
FORM: AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER I
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1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION DBB RY 2743,
743 N/F 1/2"
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. CONTROL MATTING, AND/OR SODDING AND STAKING IN I , PGG 56 ERB
TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP GREEN SPACE AREAS AND OTHERWISE APPROPRIATE CO
ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT AND INLET PROTECTION DEVICES WHEN THE STORAGE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON PB 2010, PG 260 0
TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL AREAS TO BE PAVED.
CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE 17 J 218 18
2010. REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT FINAL STABILIZATION AND PERMANENT VEGETATION HAS of 1705 Page Road
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ I
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A APPROVE THE ACTION PRIOR TO REMOVAL. ` Godwin, North Carolina 28344
NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A PROPER BARRIER. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED Phone: [phone]
COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM 2, TEMPORARY EROSION CONTROL FACILITIES AND/OR CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION I PIP
THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER ACTIVITY. 4 218
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OFJL
PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL 1 2 218
SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED / ECM
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ERB
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE OR AT THE EARLIEST POSSIBLE POINT DURING ACTIVITIES. GRADING NOTES N 581.798.830
APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER CONSTRUCTION. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE E 2,106,819.705 PROJECT INFORMATION
EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES NC GRID NAD 83
GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES PERFORMING WORK ON THIS PROJECT. 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL (2011) t V S I TF
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND O
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY LONGITUDINAL SLOPE NO STEEPER THAN 5%. G DESIGNED BY: BRETT
N IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE DESIGN MANUAL. RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT [phone]. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN p DRAWN BY: BRETT
N OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 2
LAND DISTURBING ACTIVITIES. 910-433-3300 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, c" CHECKED BY: SCOTT
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR SLOPES AND FILLS SHALL BE NO GREATER THAN THE AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR HAS BEEN COMPLETED PROJECT NUMBER: 1924
05 PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS OTHER ADEQUATE EROSION CONTROL DEVICES OR 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, o^^,
WHEN TRACKING OCCURS. STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, THE PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN p�
• FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE �'P DRAWING SCALE
3 CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. v
U) OR OTHER MEANS. CONTROL EROSION FROM ALL PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO HORIZONTAL: 1"=100'
o / STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
MUST BE NO LESS THAN FIVE FEET FROM THE 90 CALENDAR DAYS FOLLOWING COMPLETION OF 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY
® DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT CONSTRUCTION OR DEVELOPMENT. SILT FENCE.
o MORE THAN 24 HOURS. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION g, APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK DATE RELEASED
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN AND ANY ADDITIONAL IS IN PROGRESS.
'- CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN GRAPHIC SCALE
THE COURSE OF CONSTRUCTION. DULY 18, 2OZ3
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 100 0 50 100 200 400
s Know what's below. A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR NECESSARY, AND MULCHED ACCORDING TO THE DETAILS 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO
ROTTED EROSION CONTROL DEVICES IMMEDIATELY. HEREIN. IMPLEMENTATION OF THE CHANGE.
Call before you dig. 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
8 AREAS WHICHOR
BEEN PERMANENTLY STABILIZE
AND ALL DENUDED ARISE ON SITE IS BRYAN SHARPE. CONTACT 910-985-1139. 12 TEMPORARY EROSION CONTROLTBLANKET OR EQUAL SUBSTIMUTE. SHALL BE LINED WITH NORTH AMERICAN GREEN S75 SHEET NUMBER
a DENUDED AREAS IN WHICH GRADING OR SITE BUILDING ( IN FEET )
E
1 inch = 100 ft.
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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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