SW6210503_Plansheet C-3.0 - Grading Plan_20211222

♦ ♦ � Ap p eM CONSTRUCTION SEQUENCE GRADING NOTES EROSION CONTROL NOTES
7 `ISQ IS�
Z S NO F<F SS j927 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
�00<FeR ♦ ♦ 7 44 : `37 HOLD PRE CONSTRUCTION CONFERENCE. BENCHMARK AND MUST BE VERIFIED BY THE GENERAL MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
Fp ♦ ♦ 0 02)s0 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
«SITE w �NF �q �077� 9D 83 FENCE, CHECK DAM, SEDIMENT BASIN, WHERE SPECIFIED. GRADE OF THE CURB, UNLESS OTHERWISE NOTED. AND INLET PROTECTION DEVICES WHEN THE STORAGE
""""° �♦ 88 3. CLEAR AND GRUB THE SITE AS NEEDED. 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
_ ♦ ♦♦ TO AREAS REMAIN GRASSED. LONGITUDINAL SLOPE NO STEEPER THAN 5%. NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
�ro 5. INSTALL UTILITIES. 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
0 0 0 \ 6. INSTALL ALL RIP RAP DISSIPATERS AND INLET PROTECTION LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
2 > ♦ \ ON ALL NEW STORM WATER INLETS. WITH THE APPROVED EROSION AND SEDIMENTATION FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
J ♦ 7. PERFORM FINE GRADING. CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND PROPER BARRIER.
a \ PERMANENT WET POND#1 \♦ 8. INSTALL AND PREPARE BASE COURSE. MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY 2• TEMPORARY EROSION CONTROL FACILITIES AND/OR
WATER SURFACE: 205.50' 9. PAVE ROADWAYS AND PARKING LOTS. DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
a HIGH WATER (1 YR): 207.44' 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
> \ AREAS. PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
••...., HIGH WATER (10 YR): 210.23' \ ; BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
11. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
TOP OF POND: 212.20' \ - •• �• OR AT THE EARLIEST POSSIBLE POINT DURING
REMOVE ALL TEMPORARY MEASURES. BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
\ ... ,..".." CONSTRUCTION.
EMERGENCY SPILLWAY: 211.00' 12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE HAS BEEN COMPLETED
INVERT OF POND: 200.00' \ TEMPORARY CHECK DAMS. 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE 3. TEMPORARY &PERMANENT EROSION CONTROL MEASURES
> \ SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
\ 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED CONTRACTOR AND THE OWNER TO PROTECT ADJACENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
ROCKFISH RO \ AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
PERMANENT POND IS TO BE
USED AS A TEMPORARY SEDIMENT \ � ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR DESIGN MANUAL.
BASIN THROUGH CONSTRUCTION
14. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL THE UNDERGROUND UTILITY PIPES, CONDUITS, OR 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
THEN CONVERTED TO A WET POND \ STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
\, BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
NORTH UPON STABILIZATION OF THE SITE. LAND DISTURBING ACTIVITIES. 910-433-3300
w r"" \ TERMINATION (NOT). THE NOT IS AVAILABLE AT: THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
- AND BELOW GROUND SHOWN OR NOT SHOWN ON THESE
SILT FENCE INSIDE LIMITS ' �.f HTTPS. //EDOCS.DEQ.NC.GOV/FORMS/NCG01 TERMINATION. � OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
30' VEGETATED ' „r TEMPORARY SKIMMER BASIN #1 PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
> OF CONSTRUCTION RIP RAP DISSIPATER , \
BUFFER - / NAG S75 L=18' W=11 32' \ \ L=264', W=98', D=12' MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS WHEN TRACKING OCCURS.
VICINITY MAP - CA ter` STP.PAT.D = „ / _ „ \ SIDE SLOPES= 3:1 OF TERMINATION PROCESS. OPERATION.
2oa D50 10 DMAX-15 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
JT ,y� CLASS B 23' THICK_ l ",, TOP OF BASIN: 212.20 FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
DURING AND AFTER GRADING BY THE CONTRACTOR TO
NOT TO SCALE /� pp 2 BOTTOM OF BASIN: 200.00 DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
, 15' EMERGENCY SPILLWAY: 211.00' STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
IS DETERMINED THAT THERE IS A SLOPE STABILITY
LEGEND:21- ,, � OR OTHER MEANS. CONTROL EROSION FROM ALL
48.86 LF @ SILT FENCE 2 3.07% 36" RCP INVERT OF SKIMMER: 20 .50' PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
ECM® ECM -EXISTING CONCRETE MONUMENT ` -� - � STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
OUTLET 12 SIDE SLOPES OF BASIN ARE TO 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
EiP 00 EIP-EXISTING IRON PIPE '' � A BE SEEDED WITHIN SEVEN DAYS. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
/� - ZN.. °" POND SHELF AREA IS 3,784 SF & _ SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED MUST BE NO LESS THAN FIVE FEET FROM THE
EIR 00 EIR-EXISTING IRON ROD CE - "ATTACH A 5.0' FAIRCLOTH SKIMMER OR EQUAL
05 a Mp1N�ENAN PP. 205 206 REQUIRES 946 PLANTS MINIMUM ( ) BY SILT FENCE. DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
EPK 2 WITH 4.0" ORIFICE FOR DEWATERING THE 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
O EPK-EXISTING PK NAIL/ �p /(DETAIL C6.1#5) CONSTRUCTION. PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS MORE THAN 24 HOURS.
ERB R\\\ `7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
O ERB-EXISTING REBAR RIP RAP DISSIPATER \ \ "`"
O SRB-SET REBAR r / - 15' WEIR VEGETATED BUFFER \ SEDIMENTBASIN DURING IN PROGRESS. CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
sRe L-18' W=9/21'
� oo. � � ��30'
•,,, 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
TOP VEG. SHELF SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN BOT VEG. SHELF SKIMMER,
a COMPUTED POINT 7 D50=8" 18" THICK'
j205.00/ D50=8' ' ° 212.00 I TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
CLASS B 18 THICK r / ! 20 EMERGENCY SPILLWAY \ TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
CHECK DAM/ 199.70%200.00" ; "M DMAX=12" \211.00 A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
N/F - NOW OR FORMERLY '` �� WITH CENTIPEDE SOD \ HANDLE THE STORM WATER ARE CONSTRUCTED. THE ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
WITH WEIR 205.5of''11",1 CLASS B \\\\
R/W -RIGHT OF WAY \211.00 \ '1 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE 8• TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
18' THICK , DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
PROPERTY LINE 7 FES 18 200. 0 212.00 POTENTIALLY JURISDICTIONAL STREAD, TEMPORARY SKIMMER BASIN #2 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
o (T) 199.70 i DO NOT DISTURB EXCEPT AS CALLE L=80' W=46' D=2.5'
- oP� - - - OLD PROPERTY LINE NAG S75 21 I SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
STP.PAT.D 206 J J FOR WITHIN THIS PLAN.., , RIP RAP DISSIPATER SIDE SLOPES= 2:1 TO IMPLEMENTATION OF THE CHANGE. AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
ADJACENT PROPERTY LINE 29 \ O "' �
��O - _ .. - • • - • • - .. _ L=3' W=1/3' TOP OF BASIN: 217.5' 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
RIGHT-OF-WAY SILT FENCE _ _ I 1r BOTTOM OF BASIN: 214.00' MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
OUTLET(- ,r' � • ' _ _ 72.40 LF C� 1.67% 24' RCP I �D50=4' DMAX=6" TEMPORARY EROSION CONTROL BLANKET OR EQUAL CONTROL MATTING AND/OR SODDING AND STAKING IN
-SETBACK LINE / CI CI 44_ 55 LF C� 1.64% 24 RCP CLASS A 12" THICK 15' EMERGENCY SPILLWAY: 216.50' GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
"'� SUBSTITUTE.
ss SANITARY SEWER LINE � ^`� JB 47 �� �""'� , � � INVERT OF SKIMMER: 214.50' MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
`� f 13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF
SIDE SLOPES OF BASIN ARE TO AREAS TO BE PAVED.
SD STORM DRAINAGE "f �� THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED.
� BE SEEDED WITHIN SEVEN DAYS. 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
w WATER LINE ry N ` L13 14. ROOF GUTTER DOWNSPOUTS SHALL BE TIED TO THE YARD
Op *#ATTACH A 2.0" FAIRCLOTH SKIMMER (OR EQUAL) DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
OVERHEAD UTILITY I /' / �� �� 36R. CI 16 CI 22 .._ INLETS ON LOTS 19 &20.
WITH 1.7" ORIFICE FOR DEWATERING THE FINAL STABILIZATION AND PERMANENT VEGETATION HAS
i JJJ 0�% 71.53 LF C� 1.65% 24' RCP 15. STORM PIPE IS CLASS III RCP UNLESS SPECIFIED
(b 26.00 LF @ 1.00% 15" RCP ®� :: i7i� SEDIMENT BASIN DURING CONSTRUCTION. BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
OF WATER - CI 24 LF INV 211.32 OTHERWISE.
28 N i 936i ,DI 23 - 31 \ 16. THE VEGETATED SHELF MUST BE PLANTED WITH A MINIMUM APPROVE THE ACTION PRIOR TO REMOVAL.
\ 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
WETLANDS F "'` / NCDOT STD. 15 17.0 CI 42 CI 43 O�J N "' OF THREE DIFFERENT SPECIES AT A MINIMUM DENSITY OF CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
PERMANENT EASEMENT I� / 0 LF @ 7.65% -1 50 PLANTS PER 200 SF OF SHELF AREA. THIS SITE
X FENCE LINE ' �e CI 15 , 84840.24 15 RCP • . ° RCP \ REQUIRES A MINIMUM OF 946 PLANTS ON THE SHELF ACTIVITY
0 71.45 LF 1.64% 24" 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
WOODEN FENCE _ 17. THE RI DOES NOT MAINTAIN STORM SYSTEMS OUTSIDE OF
� ° //' 1 � \ TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
•1•� / �26.00 LF @ 1.00% 15" RCP \ THE RIGHT-OF-WAY. THE HOA WILL BE RESPONSIBLE FOR
TREE LINE / �`.:� /� 216 STORM OUTSIDE OF THE RIGHT-OF-WAY ACTIVITIES.
PP ` t 26.00 LF @ 1.00% 15" RCP W 73.18 LF @ 3.39% 18" RCP \ \ 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
• UTILITY POLE f ® / ,< ;7 / ' • �� NOTIFICATION OF COMBINED SELF -MONITORING AND ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
D4 WATER VALVE v r ^� r r O 1� o / ."•j 1.00% 15" RCP \ \ SELF -INSPECTION FORM: PERFORMING WORK ON THIS PROJECT.
/ F
C GUY WIRE 50 51 26.00 LF ° 32 CHECK DAM \
� � .� \ e WITH WEIR \ 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
27 2 CI 21 THE SEDIMENTATION POLLUTION CONTROL ACT WAS CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
FIRE HYDRANT ./ 30' VEGETATED BUFFER CI 41 \ (TYP) AMENDED IN 2006 TO REQUIRE THAT PERSONS RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
SANITARY SEWER MANHOLE / CI 25 \\\ RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
GRAVEL CI 14 218 52 ` / ti \ SURE THAT THE APPROVED EROSION AND SEDIMENTATION 14. PURSUANT TO G.S. 113A-57 2 , THE ANGLE FOR GRADED
/ a / N NV 213.90 \ ( )
4 \ CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ASPHALT N - DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
49 .. f
WATER / � 7 ( , 219 \ , ti •3 OCTOBER 1, 2010. OTHER ADEQUATE EROSION CONTROL DEVICES OR
0 WETLANDS 1 ,., / \ V Ati STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
LOC LIMITS OF CONSTRUCTION ` r \ TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
1 5% 18" RCP \ REPORTS AND NPDES SELF -MONITORING REPORTS, DWQ PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
SF SILT FENCE 1� 1 ® \ 223.99 LF C� 2.3 \ AND DEMLR DEVELOPED A COMBINED FORM. THE WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
DIV DIVERSION BERM / 2g `` 220 / /� \ \ r s SELF -INSPECTION PROGRAM IS SEPARATE FROM THE OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
® EXCAVATED INLET PROTECTION I ^ ? 53 <� \ WEEKLY SELF -MONITORING PROGRAM OF THE NPDES PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
/ / 1 y \ i / \ STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
O EROSION PROTECTION
CONTROL MATTING PROTEINLETCTION 1 / \ / FOCUS OF THE SELF -INSPECTION REPORT IS THE MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
INLET m ;
r--�� ^ � ,'`-• `so. y '. A INSTALLATION AND MAINTENANCE OF EROSION AND
• ���••, A 90 CALENDAR DAYS FOLLOWING COMPLETION OF
(TYP) 48 ®`"° 221 221.48 a C� LIMITS OF CONSTRUCTION SEDIMENTATION CONTROL MEASURES ACCORDING TO THE
G \ \ j QD
CONSTRUCTION OR DEVELOPMENT.
CHECK DAM ° \ CI 26 ',,A O I m �� 22.8 AC APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
SILT
OUTLET, 26.00 LF @ 1.00% 15" RCP CI 13 54 221 80 \ ^'f \ \\ AFTER EACH PHASE OF THE PROJECT, AND CONTINUED CONTROL MEASURES SHOWN AND ANY ADDITIONAL
1 170 ro UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
: / Q F ry FORM CAN BE ACCESSED AT:
1 .28 LF @ 0.70% 30' RCP 55 222 / CI 40 \ ti ` THE COURSE OF CONSTRUCTION.
26.00 LF C� 0.92% 15" RCP iG \ HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
\/ / 222 52 \ '� ��� \ NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
77
o ISOLATED NON -JURISDICTIONAL / \ IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, HEREIN.
NAG S75 25 WETLAND TO BE FILLED 36.77 LF C� 0.76% 18" RCP
23 / \/ / PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
STP.PAT.D i \ \ 56 2 / CI 38 CI 20\ \ ��� 35 ��s [phone]. ARISE ON SITE IS STEVE PHILLIPS. CONTACT
/ ' V 910-638-6102.
CI 12 z / CI 39
30' VEGETATED BUFFER ( ! \ / �� CI 37 43.40 LF @01 \♦
o \ 47 / /.� �P�'��E 51.92 LF 0.99% 18" RCP 26.00 LF C� 0.81% 18" RCP GROUND STABILIZATION CHART
SILT FENCE �G CI 36
t ! \\ O. �� �(\A�� �.(�� 1.00% 15" RCP V V
OUTLET G;b� ®o \ / . / 1j Q�! / ' / \.
s
24 \ \ �� og 36.77 LF @�Ft 36 ♦♦
0.71% 30" / �� 5� /'' 59 0
RCP /� / . • <� \
j 26.00 LF @ 1 00% 15" RCP CI 35 / . • / �� V \ ��
\' CIS 27 CI 10 yI% 58
23 \ 220.07 37
\ 220.47 CI 9 / •
\ N 5b
\ 36.77 LF @ 0.71 % 30' RCP
22 69% 30' RCP M \
26.00 LF @ 0
o � � CI 8 46 F 38
N / r ` EXCAVATED INLET
GRAPHIC SCALE ���� •• •.
CI 19 10' UTILITY EASEMENT G PROTECTION
C
60 0 30 60 120 �� � 1„ �' / ,�26
61 �.
` 65.32 LF @ 0.70% 30" RCP 7`TEMPORARY
/ 1 Oc CONSTRUCTION,
SILT FENCE \\. ♦ \ ENTRANCE
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
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
HOW ZONES)
( IN FEET) OUTLET / I 22 / 1 i 52.84 LF @ 6.04% 24 RCP
45 I o, DISOTANCOE EIGHT, �C' INV IN: 225.42
1 inch = 60 ft. - < � CI 7 •88.57 LF C� 0.70% 30' RCP / I 40
o INV OUT:222.23
1� o..,,,, 21 �I 1 I L 2a 1 titi SMT "�c CHECK DAM
NAG S75 2 N ter, 43 l 1 I i••, WITH WEIR
STP.PAT.D w 44 42 ��1 1
�.. ,
LIMITS OF CONSTRUCTION I 41
�„ /
SF. <� SILT FENCE
20' STORM DRAIN EASEME 8 AC / 2 36.77 LF @ 2.88% 15" RCP 2 OUTLET
20 / I , • , I / CI 3 26.00 LF C� 0.70% 15" RCP
G / 20 222.15 52.00 LF C� 0�69% 24' RCP.. - .. - .. - .. - .. - .. - . - . - .. - .. - . - 229.50 229.50 +IET \
CONNECT ROOF DRAINS FOR LOTS O 220.65 1 i J� 1O'X70' SIGHT"
°j / 222.32 CI 6 _ _ 10' UTILITY EASEMENT 229.65 230.23 - ' ' - ' '"" v
19 & 20 TO YI 46 ti^ CI 30 _ PROTECTION DISTANCE ESMT
NCDOT DOES NOT MAINTAIN 55.49 L C� 0.99% 15" RCP 222.20 222.76 - -*, - - - - - - - - 229.78� 230.95
. (TYP)
STORM SYSTEMS OUTSIDE OF THE • • - . • 1 / - � .... .... .
RIGHT-OF-WAY. THE HOA WILL le"106.61 LF 0 2.18% 8" HDPE 89.35 CI 31 BURNSIDE DRIVE p
BE RESPONSIBLE FOR STORM is ® 0'�09 50' PUBLIC R/W 181.46 LF 0.90% 15" RCP CI 45
wm„UTSIDE OF THE RIGHT-OF-WAY- .. .. YI 46 _ .. - .. - .. CI 28 RCp ° ° 1S" RCP / 59.93 LF C� 0.92% 15" RCP
.�„ v INV 217.00r 116 61 LF @ 0.70%
oNs CI 5 CI 4 140.00 LF C� 0.93% 18 RCP CI 3 140.00 LF C� 0.93% 18" RCP CI 2-133.24 LF 0 0.94% 15" RCP CI 1 CI 34 61.91 LF C� 0.89% 15"RCPg1
220.65 CI 29 2
w ) ..-..-. 10' UTILITY EASEMENT ..-.. ..-..-. .-..-..- ..-..-..- ..-..-.. .._••
19 66.39 LF @ 0.71 % 24" RCP \ \
�� � ;, II I / /\ � .. • • � ., / /` � / � (( h 11 / 233 O C - S4TJG�_
eo
Call before you dig. e�
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
iiii
D t " zf�:
0ivil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
TOWNSEND
ESTATES
SUBDIVISION
GRADING AND
EROSION
CONTROL PLAN
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1651
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
OCTOBER 5, 2021
SHEET NUMBER
C-3mO