SW6230602_Plansheet - Grading/Drainage Plan_20230831

RD AD _SR 1406 _ __
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6 ��So 'e TBM� ♦ �♦ NOTIFICATION OF COMBINED SELF MONITORING AND ■
4D NAIL #8 ~�`�� SELF-INSPECTION FORM:N 451,932.346 Solutions
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I E 1,957,749.589 �/ THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
ELEV 174.70 civil engineering I land surveying
NC GRID NAD 83 r / 1 1 1 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR 409 Chica o Fayetteville,NC 28306
GRADING NOTES EROSION CONTROL NOTES CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY I I (2011) I LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH 9 Drive,Suite 112,
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER '\ `i `I `I 1 office 910-426-6777 faxj910-426-5777 license number I C-2354
1 `NAVD 88 PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED wwwADsitesolutions.com
1. ALL DRAINAGE OUTSIDE OF THE NCDOTDEVELOPMENT
RIGHT-OF-WAY 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION \` I II, EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
SHALL BE MAINTAINED BY THE DEVELOPMENT HOA. MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. CONTROL MATTING, AND/OR SODDING AND STAKING IN FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
2. DI 17 & DI 11 ARE IN THE BOTTOM OF A SWALE AND SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP GREEN SPACE AREAS AND OTHERWISE APPROPRIATE I ' , ` ,-10 .l .l INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
SHALL BE 2GI'S WITH NARROW SLOT GRATES. SEE SHT. AND INLET PROTECTION DEVICES WHEN THE STORAGE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
C-6.8 FOR NCDOT STANDARD DRAWINGS 840.19 & 840.24 CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL AREAS TO BE PAVED. 11 �� \\ \ \�s +�� `l TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS
3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL I I N, AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE \ \ \ ` DEVELOPED A COMBINED FORM. THE SELF-INSPECTION
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT FINAL STABILIZATION AND PERMANENT VEGETATION HAS PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
GRADE OF THE CURB, UNLESS OTHERWISE NOTED. BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ \� I &o - _ PROGRAM OF THE NPDES STORMWATER PERMIT FOR ���Q�•.••••"••• �/ j
4. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A APPROVE THE ACTION PRIOR TO REMOVAL. CONSTRUCTION ACTIVITIES. THE FOCUS OF THE ���0,�FESS/O"•. �i
SR 14p6 SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND PROPER BARRIER. 10. THE CONSTRUCTION ENTRANCES SHALL BE INSTALLED \\ SELF-INSPECTION REPORT IS THE INSTALLATION AND :Q�.
+ RD ROADB�,C) LONGITUDINAL SLOPE NO STEEPER THAN 5%. CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION \ \ MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
CKFISH 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR � '( � 8� � \ � _ SEA •
R/W ( 5. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF ACTIVITY. I I� \ \ \ MEASURES ACCORDING TO THE APPROVED PLAN. THE 0274. '
P 60' LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL �, o Ir� INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
WITH THE APPROVED EROSION AND SEDIMENTATION BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION 1 ( \ \ _ THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
_ L 203.34 __ CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND OR AT THE EARLIEST POSSIBLE POINT DURING ACTIVITIES. P� \ COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
OCR OC MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY CONSTRUCTION. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE I W` \ \ \ \ \ HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION //I SL'OTT••g� �```
EPM DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES - r
203.52 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES 9 o O�' 1 I \ \\ \ //////111'1111
TEMPORARY =205.15 J �o R3 I 6. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR PERFORMING WORK ON THIS PROJECT. 1 O > \ \ IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
CONSTRUCTION 20447� N 3/4 � �� PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 1 ��� 00r \ \ \ PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) U"7'� �3
ENTRANCE +� AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY -P 0 \ v z/�
_�► 3 4„ _10x70 SIGHT DISTANCE EASEMENT BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND DESIGN A EROSION AND SEDIMENT CONTROL PLANNING AND RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN 433-3300.
_ - - El 203.77STOP SIGN I HAS BEEN COMPLETED DESIGN MANUAL. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
+ 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
10x70 SIGHT 203.78 N o X/ 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 1 j 11 �� co
DISTANCE EASEMENT 4 I i� CONTRACTOR AND THE OWNER TO PROTECT ADJACENT LAND DISTURBING ACTIVITIES. 910-433-3300 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED \ P \ I \ I ' / / / CONSTRUCTION SEQUENCE REVISIONS
I I PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR SLOPES AND FILLS SHALL BE NO GREATER THAN THE �'
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR / / / 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
I I THE UNDERGROUND UTILITY PIPES, CONDUITS, OR PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS OTHER ADEQUATE EROSION CONTROL DEVICES OR / / /
1 ' STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN / / / HOLD PRE CONSTRUCTION CONFERENCE.
WHEN TRACKING OCCURS. STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, 1 � / / /
1 � � \ \ / / / °� 2. INSTALL STONE CONSTRUCTION ENTRANCE, AND DIVERSION
8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY BERMS WHERE SPECIFIED.
3
\ I THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED 1 \ / / / / / / . CONSTRUCT TEMPORARY SKIMMER BASIN.
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES I I / / / 1 4. CLEAR AND GRUB THE SITE AS NEEDED.
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. .M / / / / 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
N II 1 i I TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OR OTHER MEANS. CONTROL EROSION FROM ALL PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR / TO AREAS TO REMAIN GRASSED.
f I OPERATION. STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION 6. INSTALL EROSION CONTROL MATTING IMMEDIATELY UPON
I I N/F 9. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN r r / / /
DURING AND AFTER GRADING BY THE CONTRACTOR TO / / CONSTRUCTION OF DITCHES.
AMY J. KULAC & HUSBAND, l I / / / ./ 7. INSTALL TEMPORARY CHECK DAMS IN DITCHES AS SHOWN.
, \ I I MUST BE NO LESS THAN FIVE FEET FROM THE 90 CALENDAR DAYS FOLLOWING COMPLETION OF r /
03 OZCAN KULAC DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT CONSTRUCTION OR DEVELOPMENT. } i
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT / 8. INSTALL INLET PROTECTION ON THE NEW STORM CROSS
DB 1406 PG 3 IS DETERMINED THAT THERE IS A SLOPE STABILITY 1 /
MORE THAN 24 HOURS. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION � / � PIPES.
PB 4069, PG 3 PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. CONTROL MEASURES SHOWN AND ANY ADDITIONAL 5o CALIBER►� (' I / /
N/F � o� � I I 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT BARREL � � / / / / : 9. PERFORM FINE GRADING.
PATRICK R. D'AMICO & WIFE, C�. O N09'48'47"W 324.81' 10. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING EXISTING / / / / / 10. INSTALL AND PREPARE BASE COURSE.
JANICE T. D'AMICO N O (CENTERLINE) I SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED DRAINAGE AREA HAS BEEN STABILIZED. INSPECT THE COURSE OF CONSTRUCTION. AXLE 1 / 11. PAVE ROADWAYS.
DB 312, PG 874 0 I BY SILT FENCE. TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS 1 I\ / / /' 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
11. APPROVED COPIES OF THE GRADING AND EROSION CONTROL A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR NECESSARY, AND MULCHED ACCORDING TO THE DETAILS 1 / / i AREAS.
X I PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS ROTTED EROSION CONTROL DEVICES IMMEDIATELY. HEREIN. \ / / / / : 13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
o m IN PROGRESS. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ( / / REMOVE ALL TEMPORARY MEASURES.
COh- Z I 12. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL ARISE ON SITE IS JAMAL SHAHBAIN. CONTACT I I (^ // / / I 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
P� U) SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN DENUDED AREAS IN WHICH GRADING OR SITE BUILDING 910-777-7778. 1 _ AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
0 I TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO 1 / ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
Z HANDLE THE STORM WATER ARE CONSTRUCTED. THE
/ 15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
I I DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. I I :I �/ / STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST
/ t 13. ANY DEVIATION FROM THE APPROVED GRADING PLAN �^ ^� BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR I I' I / TERMINATION (NOT). THE NOT IS AVAILABLE AT:
o- II TO IMPLEMENTATION OF THE CHANGE. I I I " / / PLEASE NOTE THAT HEGCOLOSEOR OUT IINSPEC ION REPORT-TERMINATION.
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O I 14. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
r\ MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 I I MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE
ITEMPORARY EROSION CONTROL BLANKET OR EQUAL I OF TERMINATION PROCESS.
I• SUBSTITUTE. r 1
1/2" ERB ` 15. EXISTING UTILITIES WERE NOT LOCATED WITHIN THE RIGHT- (f�I /
(BENT) • i OF-WAY TO BENEFIT THE EXISTING CONDITIONS SURVEY. '• I PROJECT NAME
PROPER INVESTIGATIONS SHOULD BE MADE TO DETERMINE '` I
\� I 'ERB IF UTILITIES EXIST WITHIN THE RIGHT-OF-WAY AND MUST
195 3/4° BE RELOCATED. Ei ��
_ _ B&B LOOP &
I EIP � // I
INV 190.60
I
r _3, NOTE: ALL ROADWAY WORK SHALL ADHERE TO � _ BLUEBERRY
TIE DRIVEWAY TO NEW SHOULDER__ ; CZ N/F 0111 N(;l�OT STANDARD DRAWINGS � I� 10\� ((�
�``, 3.4
41T COF CONSTRUCTION JEREM TARYNSH& SPOUSE, , LANE ROADWAY
ICKS PO 10 DB 1352, PG 660
16.19 LF @ 6.80% 15" RCP NGE C /
INV 189.50 S ` : I J & K GENERAL / IMPROVEMENTS
-r +\`, 2d I PB 4069, PG 3 � CONTRACTORS, INC. � r f � /
ECM DB o ���� 190 DB 1374, PG 252 )� /
® ECM-EXISTING CONCRETE MONUMENT j a> I PB 4162, PG 6 EiR 0EIP-EXISTING IRON PIPE �` I
(0 EIR-EXISTING IRON ROD 1/2"
EPK0 EPK-EXISTING PK NAIL !Il`;`, ERB x �`
ERB i 1 �^ SQUARE METAL PLATE ERB
O ERB-EXISTING REBAR 1/2"
/
' ` WITH 'Y' ON TOP
sR60 SRB-SET REBAR �;� ��� �,
CHECK DAM \ /
a COMPUTED POINT WITH WEIR �. . `,` `; v 9
( ) �,` `:`,? 3/4" 'ERa I TO THISOP ROAD POINT UNDILL BE ER THEADJACENT CONSTRUCTED . /
N/F - NOW OR FORMERLY TYP�� a'; 1a5 -
i `. EIP i'-� / N/F ' .`
R/W - RIGHT OF WAY L r� �```` � - 4 J & K GENERAL ---SUBDIVISION
PROPERTY LINE `1 �, 1/2" i PROJECT
/ ^ , 184 / CONTRACTORS, INC.
ADJACENT PROPERTY LINE 1 1/2" +'�•�`.`. `.�`;` N/F / ERB \ DB 1374, PG 252 / / �. / �-
EIP \` `��` `. J & K GENERAL \ \ PB 4162, PG 6 < ; '' SITE, GRADING &
-- RIGHT-OF-WAY / CONTRACTORS, INC.
- SETBACK LINE
.�`�``, \ DB 1374, PG 252 I
�° � �; .. .
PB 4166, PG 8 - EROSION
OVERHEAD UTILITY `,�, l.%/ _
WETLANDS :`� 182
\ \ Jj CONTROL PLAN
X FENCE LINE �`.`;; ��` `:S� 1 2" '';' ° r
TREE LINE I`�:�`: �� `.`Vm� 1/2„ / / �__� �f ERB �X
I ,
x- ``1 ERB(BENT i'-� f $ %%! t) / \ COURT
Loc LIMITS OF CONSTRUCTION ., AINSDALE WARREN
DRIVEWAYS FOR HOMES ON THIS SIDE OF THE 174.17 ( / / PUBLIC)
SF SILT FENCE LINE •` cs`. \ � / ROAD HAVE NOT YET BEEN CONSTRUCTED. A N/F /o �
JN JUTE NETTING `,, 1B�< . �;`,� `, � - N/F R=480.40' 15" PIPE SHALL BE LAID IN THE NEW DITCH AT J & K GENERAL
�, L .�.�`;,., NAG SC250 J & K GENERAL ;; _ �� /
DIV DIVERSION BERM l L=1251.15' THE DRIVEWAY LOCATIONS FOR EACH LOT. CONTRACTORS, INC. '' " _
V v. A`e STP.PAT.E CONTRACTORS, INC. CHORD DB 1374, PG 252 %%% 173.78
SKIMMER / • °`` DITCH #2 DB 1374, PG 252
_ PB 4162, PG 6 ;; % R30 JAR ^�
Ns4°4513"w ;' ^ .� - / _ . . . _I. . - CLIENT
PPS UTILITY POLE .�.�;`.- PB 4166, PG 8 g26.34' I �� %�
7 / ( �^ n. S54°44'37"E 143.09' (CENTERLINE)
GUY WIRE
i, r /(CENTERLINE) �- - 173.63
�s � .;%'�'
❑❑ WATER METER \ \
ASPHALT NAG SC250 15, J & K GENERAL / $ 173.54 /
00 7 N/F CONTRACTORS, INC. "�\; x R=500.40' J&K GENERAL
CONCRETE STP.PAT.E Al J & K GENERAL I DB 1374, PG 252
�,
/ C.��::- L=417.62'
CONTRACTORS, INC. PB 4162, PG 6 I %� CONTRACTOR INC
0 WETLANDS DITCH #1 �2„ 1" EIP �,�. S78'29'45"E
ERe DB 1374, PG 252 NAG SC250 �' wirH ;,
CHORD
BUILDINGS / PB 4166, PG 8 STP.PAT.E 1" ERB >,
•` USE NCDOT HW �. o. PO 5r- `;: ��� 405.60'
EROSION CONTROL MATTING 176 \^ \ INV 171.10 RIP RAP DISSIPATER
-- 11+63.2 2018 STD 838.01 PO --DITCH #6 8+36.8 DRIVEWAY (CENTERLINE)
CHECK DAM WITH WIER • ERB /
\ _
TWO 8" CONDUITS FOR FUTURE 167.60D 25.29 LF C� 0.55%
0+01.5 PIPE 2 - C � \gyp �PO 6 15 1j3 `' Dso=4" DwAx=6"
r� 1 ��
0INLET PROTECTION � 7¢X PRIVATE 1" FORCE MAINS 51.62 LF @ 0.77% 36" RCP. G _ gk INV 170.96 ``y; �`., / 7j CLASS A 9" THICK
"0 1`
REMOVE & REPLACE oo TIE THE ROADWAY DITCH
EXISTING ROAD WILL BE UPGRADED TO NCDOT STANDARDS UNDER THIS �. 2„ NAG S75 DITCH 4 - - �.`�;:� TO THE EXISTING DITCH
zs� - /�� CONCRETE DRIVE +_. � •' � � 1184 Fayetteville Road
PROJECT. EXISTING B & B LOOP ROADWAY SHALL BE PETITIONED �� . :;�� / _ , - B STP.PAT.D # _ _- ', ^� ti�^.r:;;, - y
ACCORDINGLY, IN THE SAME MANNER AS OTHER PROPOSED INTERNAL DITCH #8
�P,
SUBDIVISION STREETS, PRIOR TO ROAD ADDITION BY NCDOT ; _,, , j __,____-_______ _ _ ______:___.__a___ - LIMITS OF CONSTRUCTION `" OF _ _ _ _ - Raeford, North Carolina 28376
N80'10'30' Raef
- 175 B g� B _----_ _ __ __ ----------- o �' 3.4 AC >> 60, eF\ NAG S75 INV 16 90-APO 2 14.82' TIE Phone: [phone]
GROUND STABILIZATION CHART , _ '3+0p Loop E\ --- -- ----- - - I R,w RYA - ( )
6 XTE -/ DITCH 5 �I _ 'STP.PAT.D ..�-
�� 0 R/W p NSION - 15' �� # &;`�:. .A 44S (pie NF� - - - - t
Og 14 ( UBLIC _ �% 16LF LANDSCAPE ti P /C�
SITE AREA STABILIZATION STABILIZATION TIME - 45 FG 844 Fo 4 11+00 ,,-_' �„ '� PO 4 TIMBER WALL 3' HIGH INV 169.84� �' ��844 - 172 =� - -- ----------- ---
DESCRIPTION TIME FRAME FRAME EXCEPTIONS NAG S75 _ -___-__ �7 INV 167.20 I --- -------�-- 169 -- ------ -
STP.PAT.D ��� • , - _ _ --------------------
�� 43
----- _____-- .--- -- - -'���� „ �., RIP RAP DISSIPATER REMOVE & REPLACE�� �' ``v 14+00
PERIMETER DIKES, N/F 3/4' -_ -- ------'" _ ��`� 1' �� L=18' W=9/21 CONCRETE DRIVE PO 8 _ 15+00 1„ PROJECT INFORMATION
SWALES, DITHCES 7 DAYS NONE RAEFORD DEVELOPMENT, LLC ERB - _ -_ _ - - _ Nr �� i i ,! t`��`, p INV 169.72`
AND SLOPES I __ __ - - __ DITCH #3 �, � Deo=8" DMAx-12" 12+62.2 (DRIVEWAY) _ �T� ERB-
TRACT 1 OF c� N� �,.;
TEMPORARY SKIMMER BASIN #1 O V�<� y„\�\ CLASS B 18" THICK N/F 18.34 LF C� 0.65% 15" RCP ;'��'_- , - /
HIGH QUALITY DB 1462, PG 681 `� ` __.___ __-__ _ `,, DESIGNED BY: SEAN/CHRIS
L=220', W=62', D=2' �`,` �:`,`. GLORY GUTIERREZ �o_ -
WATER (HQW) 7 DAYS NONE SIDE SLOPES= 2:1 `172 l __ ,\ , ;���\`;� DB 477, PG 797 _ ;_ - --169_ __ : 5/8"
a ZONES TOP OF BASIN: 171.00' ti :�`� ��,` DITCH #9 �- "`" � tERB DRAWN BY: SEAN/CHRIS
BOTTOM OF BASIN: 167.00' I ' �� o / / / t �`�` PIPE 2 WILL OUTLET INTO TSB#1 PO 1
DITCH #7� INV 168.10
v 17 't f *;�v \� * I N/F NAG S75�
a IF SLOPES ARE 10' OR 8' EMERGENCY SPILLWAY: 170.00' o `� 7~_ ���`; ;;;`�\ UNTIL TSB#1 IS CLOSED. DAVID T. MASON & WIFE, \ CHECKED BY: SCOTT
s NAG SC250 STP.PAT.D
SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE INVERT OF SKIMMER: 168.00' a �,\ ��:` KELLY C. MASON PIPE 1
STP.PAT.E DB 1159, PG 844 PROJECT NUMBER: 1649
N THAN 3:1 NOT STEEPER THAN 2:1, • SIDE SLOPES OF BASIN ARE TO \ RIP RAP DISSIPATER `'` 41.00 LF C� 0.49% 18" CLASS V RCP
14 DAYS ARE ALLOWED BE SEEDED WITHIN SEVEN DAYS. �`��,`�.,
� L=2' W=2 4' �
"ATTACH A 4.0" FAIRCLOTH SKIMMER (OR EQUAL) toovR .�, ,
7-DAYS FOR SLOPES WITH 2.8" ORIFICE FOR DEWATERING THE 001 CLASS B 9" THICK �`;`,���
SLOPES 3:1 OR ® 0On DRAWING SCALE
FLATTER 14 DAYS GREATER THAN 50 FEET SEDIMENT BASIN DURING CONSTRUCTION. o /• . _ - r OOl OOl OOl 001 �,�.' `� I
IN LENGTH ' � •` 00rR Fio y,�\;` 30' PERMANENT DRAINAGE EASEMENT
NONE ,� �� ■ ■�100YR 10" ■ ' "'�• `;,`` HORIZONTAL: 1"=50'
> ALL OTHER AREAS (EXCEPT FOR `• `
o WITH SLOPES FLATTER 14 DAYS PERIMETERS AND Know what's below. N/F ` � /oo \ ♦ �,\ WETLAND DELINEATION PROVIDED I SITE DATA
o THAN 4:1 HQW ZONES) I RAEFORD DEVELOPMENT, LLC F� BY SOIL & ENVIRONMENTAL CONSULTANTS, PA
z Call before you dig. `� I TRACT 2 OF �� NOVEMBER 18, 2022 I DEVELOPER J&K GENERAL CONTRACTORS DATE RELEASED
0 ♦ •• I DB 1462, PG 681 ` MAILING ADRESS 645 LAURINBURG ROAD
Cn
LU
GRAPHIC SCALE •• I CITY, STATE RAEFORD, NORTH CAROLINA 28376
NUMBERPIN
o so o zs so 1oa zoo I TOTALSITE AREA N0 I JULY 24, 2023
17 O59 SF (2.69 AC)
I AREA TO BE DEVELOPED 117,059 SF (2.69 AC)
EXISTING USE UNIMPROVED ROAD
8 �.t I PROPOSED USE IMPROVED ROAD SHEET NUMBER
( IN FEET ) \ born FLo ,�
m 1 inch = 50 ft. Igo I
C -200
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
Y