SW6211001_Plansheet (C-3.0-4) - Grading/Drainage Plan_20220210

G1.
INDEPENDENCE
Q
OO�p�
GRADING NOTES
OPERATION.
WgysraE RQ
7.
ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
���
1.
ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
DURING AND AFTER GRADING BY THE CONTRACTOR TO
/
QPe�.
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED
IS DETERMINED THAT THERE IS A SLOPE STABILITY
GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
2.
ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
8.
STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SITE
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
BY SILT FENCE.
3.
THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
9.
APPROVED COPIES OF THE GRADING AND EROSION CONTROL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
WITH THE APPROVED EROSION AND SEDIMENTATION
I
IN PROGRESS.
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
10.
ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
Y
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
0
o
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. I
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
Q
m
4.
EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL I
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
U
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
11.
ANY DEVIATION FROM THE APPROVED GRADING PLAN
HAS BEEN COMPLETED
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
5.
PROTECTIVE MEASURES SHALL BE TAKEN BY THE I
TO IMPLEMENTATION OF THE CHANGE.
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
12.
ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR \
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FORT
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
FAYETTEVILLE RD. ��
WO ODB I
THE UNDERGROUND UTILITY PIPES CONDUITS OR
SUBSTITUTE.
J
m
STRUCTURES WHETHER SHOWN OR NOT ON THE PLAN
13
STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF
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,
NORTH 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED. BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE 14. CONTRACTOR SHALL VERIFY LOCATIONS OF DOWNSPOUTS ` TERMINATION (NOT). THE NOT IS AVAILABLE AT: 433-3300.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, AND DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SEDIMENT & SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS TO 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 AND PARKING LOTS.
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
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)
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE USING THE ARCHITECTURAL PLANS PRIOR TO HTTPS: //EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
VICINITY MAP PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CONSTRUCTION. \ PLEASE
BE OPLOADED THE CLOSE
PART OOU OMPLETICN6 THEENOT CE 1/2„ " 1/2
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS „ ERB i
OF TERMINATION PROCESS. ERB
NOT TO SCALE
N 468,258.762
1 11/2" 1/2 1 /2„ 1 /2„ E 1,96D N 7.819
O O EIR EIRO ERB ERB D 83
(2011)
1" X 1 /2" , 1„ X 1 /2„
IRON BAR ., ...,
�" IRON BAR
1
/
- -
,
D
1 L 2 264 �\ _� 265 r- 264 = SF r
O
1 v G/ ❑ �O
O V s
v 257 c6, o ✓N �7
rn ^� o
1/2„O 1u, zss N-..-..- -SOUTH POINTE DRIVE..-..-. -..-..-..-..-..-. -.._
ERB
U 250 ii/� hb 262 - 263�� �6S - O
�I , 247 ti � 2- ✓/V N
/o ID N 468,307.054
N N oN v N N E 1,967,712.709
1 ��
/ �I
JAI
NC GRID NAD 83
I
" O
5F o �
�h DIV
EXISTING
��,. �� �001 ANGLE
APARTMENT BUILDING A APARTMENT BUILDING B APARTMENT BUILDING C� ��O 5 RON
� APARTMENT BUILDING D n ,
24 UNITS 24 UNITS 3 STORY o 264
24 UNITS
3 STORY 3 STORY 3 STORY � ��
����� ✓� J �� / I FFE. 263.55 FFE: 264.65 FFE: 266.35' FFF �FF24 T���
ADJACLN I HKOHILK I Y LINL d 1 'r, G) . . - 111 13 11 ;W YA"XEIP
1? i
RIGHT-OF-WAY
-fin 1 N - - - - - - \ TB4 8.16 61
-- -- --- -SETBACK LINE �! --- - 2s ! „�, �67,409.464
t, 26� "; 2s3 26 J © /% AEV 263.76
SO STORM DRAINAGE 1 s 2� _ s L i
o s
r C GRID NAD 83
-UFO UNDERGROUND FIBER OPTIC \� �o SOUTH POINTE DRIVE- r r , �O j'' �J /f 4111 • (2011)
OVERHEAD UTILITY c �i9 L 26� �,' ��,�� NAVD 88
X FENCE LINE
❑ ❑ WOODEN FENCE/�' e 8;
TREE LINE �.,,�,
. o-
x 208.47'SPOT ELEVATION58
BENCHMARK
� I" X 1 /2 /
s SIGN , - �� ASS 4g S� '%
�, �.; .,,.. � �co �co'� IRON BAR' � �
a� BOLLARD N �S
FF
M� MAILBOX
/2
ECM EI Fj� �tS�
EB ELECTRICAL BOX
LIGHT POLE \ "
260 J
RR• UTILITY POLE N 262 z6a - �,, EIP
C LOC --z63 i
C GUY WIRE %,.� �� ZS�2S6 ��� 262 263 265 ���� �� 265 263
JJ ,� 001
❑T TELEPHONE PEDESTAL " �� 2 �a 266 EROSION CONTROL NOTES CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
© CABLE PEDESTAL 3EIP ..� 257 SF ss 6� ��� / �65 �OOI OOl OOl 001 AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
N WATER VALVE / _ 64 �701 1 MAINTENANCALL OE TLET AND FAIOLUERE IOEACHILL ACB VE DAY ON SE CHECKED OR WITHIN 14 DAYS. ITE. CONTROL MATTING, USESEEDING
ODDIDNG ANDSTAKING
FIRE HYDRANT i EANc h� 2 /
N SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
Y
. " 0O�
G
IRON
❑ WATER METER �� AND INLET PROTECTION DEVICES WHEN THE STORAGE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
\
V �'O 257 ��� ^ / CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL AREAS TO BE PAVED.
OS SANITARY SEWER MANHOLE
TREE
0O1 �� �; 7 WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
►? �G/ f NCDOT ?ss '2s3 L ry' NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
SHRUB s, R/W ��� O `;i ; REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT FINAL STABILIZATION AND PERMANENT VEGETATION HAS
ASPHALT` ,. ECM BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
CONCRETE " \ FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A APPROVE THE ACTION PRIOR TO REMOVAL.
`� ' �r5 ' �k PROPER BARRIER. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
...
GRAVEL ��1, -- �s3 � V ��, 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
BUILDINGS g\ti�'' l �' l�jkROq �„ HOC PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF ACTIVITY.
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
- HOC- HOC- LIMITS OF CONSTRUCTION �?,°' 2s4 pUg 6SR.� "" \ BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
- SF - sF - SILT FENCE LINE G��O,, L/C ST 3�)� OC OR AT THE EARLIEST POSSIBLE POINT DURING ACTIVITIES.
�G REET �., CONSTRUCTION. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
- JN - JN - JUTE NETTING / ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
_ 7
C
26 � � / � � 3. TEMPORARY &PERMANENT EROSION CONTROL MEASURES
-Div-Div- DIVERSION BERM p % \ PERFORMING WORK ON THIS PROJECT.
„,,, � 1/2' /:, 1 j2' - SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
,
...........
1 2� 1" x 3/4' "" ERB ERB SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
0INLET PROTECTION ► 2s5 me �i
i % ► \ _ _ N AND SEDIMENT CONTROL PLANNING AND
-- C
CAROLINA EROSIO
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
- � DESIGN MANUAL. RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
O 268 ""` ' 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
�� OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
S 4� _� 269 / LAND DISTURBING ACTIVITIES. 910-433-3300 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
\ ",..... 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR SLOPES AND FILLS SHALL BE NO GREATER THAN THE
_ �f
\ COVER OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE ANGLE THAT CAN BE RETAINED BY VEGETATIVE
�, , ",,, PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASISOTHER ADEQUATE EROSION CONTROL DEVICES OR
i14 001 001 3/a' _ _ _ _.' WHEN TRACKING OCCURS. STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
1 1 1 /2" - - - 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY RA AFEET WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
EIP " PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE GE
(BENT) CHANNEL IF REMAINING FOR MORE THAN SEVEN DAYS, WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
STABILIZE THE STOCKPILES BY VEGETATIVE COVER TARPS,OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ENL WITH \
EIR wirNEss OR OTHER MEANS. CONTROL EROSION FROM ALL PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
/ \ TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
MUST BE NO LESS THAN FIVE FEET FROM THE 90 CALENDAR DAYS FOLLOWING COMPLETION OF
/ DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT CONSTRUCTION OR DEVELOPMENT.
C3■1 C3.2 ® ' / ++,. MORE THAN 24 HOURS. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
/ GRAPHIC SCALE \ 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN AND ANY ADDITIONAL
C3.4
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
60 0 30 60 120 240 �"^�.' \ DRAINAGE AREA HAS BEEN STABILIZED. INSPECT THE COURSE OF CONSTRUCTION.
/ TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
/ \ A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
C3.3 Know what's below. / ROTTED EROSION CONTROL DEVICES IMMEDIATELY. HEREIN.
/ >�, 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
Call before you dig. IN FEET
/ ( ) AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL ARISE ON SITE IS DINO HACKETT. CONTACT 336-674-2443.
SHEET KEY 1 inch = 60 ft. X 1/2" DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
/ / IRON BAR
/ (BENT)
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 ■
IIII
aolutuonat
civil engineering an surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910 426-6777 fax [phone] license number I C 2354
wwwAD site solutions.com
IN CARp Zz//
%
SEA
• 0274
z • ......•
oaiamma�aoum oumw.muuuuuuuuuuuuuuuuuum,,,,,,,
REVISIONS
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
HACKETT
PROPERTIES, INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
927
DRAWING SCALE
HORIZONTAL: 1 "=60'
oa31,90o um uumwemuuuuuuuuu
DATE RELEASED
FEBRUARY 9, 2022
oaiammaaoum uumwemuuuuuuuuu
SHEET NUMBER
C-3mO

clq2 '0 �G
LEGEND:
� 4D TRAVERSE POINT
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP 0EIP-EXISTING IRON PIPE
� i
O EIR OO EIR-EXISTING IRON ROD
/ ` ` EIS O EIS -EXISTING IRON STAKE
S ��arrriir�,
/ \ ERBO ERB-EXISTING REBAR
�W, 1/2" 1/2" 1/2" N/F - NOW OR FORMERLY
���EIR ERB ERB
SHEET KEY RIGHT OF WAY
........................
olo ° i i E
..,;,.. REINFORCED
YTLINE P
1,
' � � RCP REINFOR
ADJACENT PROPERTY LINE
1
1 � LIMITS OF CONSTRUCTION . I � - RIGHT-OF-WAY
(16.9 AC) TEMPORARY DIVERSION BERM - -
so-STORMCDRANAGE
/ SILT FENCE (TYP) TO BE SEEDED WITHIN
7 DAYS (TYP)
1 / uFo UNDERGROUND FIBER OPTIC
1 L6e LOE t6C Lam- YI-50 _L�_`� YI-51 _ LOC�BE LI YI-52 ILOC�BE YI-53 _ L8E L . // OVERHEAD UTILITY
1 *MAINTENANCE SHELF r SF TOP: 261.07 cF �����TOP: 261.07 S�cF S!-t� cF S5 -TOP: 262.20- �F SFsTOP. 262.18z �cF SFo
SHALL HAVE 2% MAXIMUM I O DIV IDIV [HIV IV INV: 258.65 6" PVC @ 1% MIN INV: 259.37 INV: 259.75 INV: 260.48 263 X FENCE LINE
6" PVC @ 1% MIN
261.55� 261.55� 62.65- bu 262.65-0 WOODEN FENCE
, CROSS -SLOPE 61.45 264
(>E �o 69-9- LOG 69r 261.5 62.0 62.0 63.1 263.1 x 2oa.a�'SPOT ELEVATION
LINE
ACCESS & MAINTENANCE EASEMENT '" 260.98
GI 262.0 62.29 63.1 63.33 264.06
I �C10' MAINTENANCE SHELF 61.30 261.3 �� 262.6 62.65
263.91 � BENCHMARK
/ L=16' W=6'/18; 2 0.3 260.86 25 262.0 c 262.10 262.85 263.20 2 9 Ism]SIGN
62.05 263.1 63.15 �
RIP RAP DISSIPATER 261.09 261.75
WATER SURFACE: 249.70' ( CLASS 1 22.5" THICK_ 60.80 1.55 262. 45 263.26 a BOLLARD
PERMANENT WET POND #1 Dw=10 DmAx-15 2 1 8 62.05 261.99 62.96 63.09 263.76 1 ©MAILBOX
262.0563.15 263.15
2bb T, _ 260. 0 61.50 261.86 DI-15 262 59 26 9 EB ELECTRICAL BOX
HIGH WATER: 255.42 10YR 2 9.20
c
( )
i
„ CP
260.38
" TOP OF POND: 259.20 'f59.4
R _SOUTH POINTE DRIVE - - - -
FES-17 59. 110.68 LF ®3.79% 24 DI-16 157.75 LF 0 0.57% 24" RCP U - 187.46 LF 0 0.53% 24" RCP
1/2 INVERT OF POND: 245.20' , � 261.1 20 UTILITY EASEMENT PPS L
IGHT POLE
ERe 260.81 262.35 0 63 / 263.76
1 TOP FOREBAY BERM: 249.70'250 ���f� - 2
• UTILITY POLE
� 59.40, 262 263.83 C GUY WIRE
u ti� 261.36 262.46 8.33%
RISER: ,� �9.88 261.05 0
❑T TELEPHONE PEDESTAL
1 to TOP OF BERM 247 /s / 5•0% 62.46 5.0% MAX5.0%
TOP 257.80' RIP RAP DISSIPATER 364 - - 8.33% - - - - --MAX'
- - - © CABLE PEDESTAL
MAX- �- -8.33% -
1 N ELEV: 249.70' GF o °MAX WV
U a L=12' W=4.5'/13.5' c� 59.2 261.86 MAX 262.32 262.59 62.68 cn� 262. 6 MAX 263.45 263.98 X WATER VALVE
* 'L / 3 . DI-21 0 261.58
INV 249.70'
>' CLASS B RIP 9 i 26 .30
AFTER SITE IS STABILIZED o LO 0 RAP TO LINE CLASS 1 22.5" THICK 78w 259.d1 N FIRE HYDRANT
262.37 262.47 262.96 - 263.50 263.57 264.07 264.57 �
CONVERT SEDIMENT BASIN J r N RCp 1 �� YI-54 z YI-5�
' �- � SLOPES AS � �,� 0" p � � L�J WATER METER
TO \ AS PERMANENT WET POND SHOWN VC 19 261.8 .26 .5 62.56 2262 94 62.97 INV: 260.30P: 262.36�263.1 63.28 26 6 63866PVC ®1% MIN 2264. 4 64 INV: 263.4 � SANITARY SEWER MANHOLE
1SHOWNINV: 253.40 8" PVC C�➢ 1% MIN
n TREE
SC263.1 bu 263.1 g51• S1264.2 5U 264.2 64r.�L0
FOREBAY WEIR �Co h J 260.0 263.0 263.0 264. 5 264.15 SHRUB
63.0 263. 5 264.15 264.15
TEMPORARY SEDIMENT BASIN #1 N LENGTH: 10' tih tih / 260 1 26 263.05 264. 5 64.15 ' ASPHALT
63.55 2 3.55 63. 5 2 3.5 63. 5 263.55 62.53 64.65 2 4.65 64. 5 • 2 4.6 64. 5 264.65 3.63
\ L=180', W=150', D=T N N ELEV. 249.20' '. CONCRETE
1 SIDE SLOPES= 2:1 �.... .\
BOTOTOM P OF OB BASIN2 9.20' ' o TOP SHELF: 250.20' WET'" �� ryh� �� / / 0 GRAVEL
of {� I o• a
\ 15' EMERGENCY SPILLWAY: 258.20' I I 111� F. POND #1 0 BUILDINGS
1 ® - uoc- uoc- LIMITS OF CONSTRUCTION
INVERT OF SKIMMER: 249.70' N BOTTOM SHELF: 249.20'
1 SIDE SLOPES OF BASIN ARE TO 11 a / / - sF sF - SILT FENCE LINE
"� . APARTMENT BUILDING A APARTMENT BUILDING B
BE SEEDED WITHIN SEVEN DAYS. - -
o•
3 STORY 2 •87 2 3'47 3 STORY 264.87
JN JN
JUTE NETTING
1 **ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL) vo / / 63.54 - DIV DIV - DIVERSION BERM
1 WITH 2.0" ORIFICE FOR DEWATERING THE dl, 24 UNITS 24 UNITS 63.97
1 ' SEDIMENT BASIN DURING CONSTRUCTION. (n FFE:263.55' FIFE: 264.65' ' 0INLET PROTECTION
258. /
%I tI r/iv .258.
01259.4 ` 29.2 LP
1 259.11 0
/2„ 1 � 58.00 15 EMERGENCY SPILLWAY
N �- ELEV: 258.20' DI-19
i RIP TO BE SODDED 5$.89 263.1
ERB
2y9 '`s6 25g•5 I 263.55 2 3.55 263. 5 2 3.55 263.5 263.55 264.65 2 4.65 264. 5 2 4.65 264.6 264.65
RAP DISSIPATER CONCRETE % 2 7 '�s 263.05 263.0 '* 6a 264. 64.1 3.63 N
57.99 250 60.09
\ / L=24' W=9'/27' �_O ANTI -SEEP 9 p RI-26 �. 63.05, 63.05 263.05 63.05� - - 264.15 64.15 264.15 64.15
1 2 _ 263. 3:10- - .. - 63.10 - - .. - 0S 4.2 64.2 0S 264.20 64.20 C�
IRON Dw-10" DmAx 15" COLLAR 59.4� 252 9.40 ® YI-63 0S 20' UTILITY EASEMENT '
THICK/ ^RCP 253 9• 259.65 o INV: 256.30 TOP: 261.45 8" PVC (6 1% MIN _ INV: 257.75 HOOK CLASS 1 22.5" 36 s ° 8 PVC C�? 1% MIN J4.61
54 0a�% 255 9.65 ' 2 1.09 INV: 254.02 l 2 26 J /262.16 262.43 262.51 262.2 YI-56 264.57 w
261.16 26 .1 62.16 62.53 262.5 262.11 262.38 262.46 262.18 2 3.49 63.61 264.03 64.07 TOP: 263.45 264.50 Ld
260.0 260.5 262.1 63.78 63. INV: 261.25 Cn
57' ono JB-18 62.1 62.49 - - 262.00262.49 - - - - 6 .44 263.70 264.03
G 259 I I 0 _ 2. 5 10 PVC ® 1% MIN 653.51 263.97
�p � �S-27 _...._.... 2 0• 26�. 3 �62.25 ®rn 12" PVC @ 1% MIN (9 a) 62.1 INV: 256.00 Ld
7 ' 260.51 - 62.10 - 2.27
w
G �; 52 60.17 ® 261.90 261.90 YI-64 262.1 6 .25 262.58 YI-65 (n
O5 62.58 'TOP: 261.25
� s -o ° � 62.25
fl\2� TOP: 261.55262.40 62.27 n n� 1
y I YI-83 INV: 258.03
o INV: 255.02
v GRAVEL,
�` N 8.MAX a 2 TOP: 261.59 26 .65 263.101 � 63.18 w
o> / DIVERSION MAX (o I INV: 255.48 26 .65 2 .58 z
./ I POOL ELEV: 262.45' 6 n
` BERM �` 'A,CI-23 26L85 MAX 262.40 L. 262.25 26 62.65 6 .65 � `� J
\ 0 262.19 ao 262.92
INV: 248.68 C 2 1. 0J62.40 - 262.92 6 .4 =
55.30 59.43 raj C
INLET 26'0./1 260.98 262.32 262.34 63.42
23.00 LF CAA 0.52% 15" RCP 26 .34 6363 41 ti Q
v PROTECTION 260.52 261 N CLUBHOUSE POOL HOUSE ® 261.67. 263.4 0
\ > M (TYP) 260.73 261. 8 FFE: 262.40' FFE: 262.65'
o N CI-24 260.6 62.321263.42
263.42 263.42 263.49 �
26 .34
255.30
1 262 3 63 42
• 4 � 2 63.48
- - - 259.43 - _ 62.40 _ 2 2.92
tn61 TEMPORARY 26d.8 260.9 261.90 62.40 262.19 262.25 262.65 262.6500 262.9
62.65r 6 .42
vCONSTRUCTION
\, o ENTRANCE �° - 63
TRENCH DRAIN
> ' N2531 TRENCH DRAIN TOP• 26210 YI 82 „�;2
262.40 TOP: 262.10 INV: 261.10 TOP: 261.59 262.65
0 / 06 262.40 INV: 261.10 INV: 259.39
a o UTILITY EASEMENT <F 7� I 262.40262.40 262�27 262.25 62.15
o 7 ® / � s9g 9� 98" I 2 1.90 - - - 262.18 62.65
261.9 20' UTILITY EASEMENT �� 6 1 YI-66 - - �24.8f,j
\ .� 10 MAINTENANCE SHELF ° 7Sy rn 262.25 262.10 262. 5 I V: 259.50 264.41 264.48
\ N , / R o S 2.53 TOP: 261.36
... Cp INV: 25262:2 62.1 SD 62.48 61.97 264.24 264.26 %0•9.60
/ 6 59.47 261.20 261.68 261.44 1OC 2 4 262.76 INV: 258.76
OC `L S 261.63 264.18 264.18 264.69
259. 26b.55 261.57 261.68 262.0
62.08262.01 262.0 61.9 . 62.00 262.01 262,1 262.3 2.46 � 262.69 263.99 264.11 264.11 264.13 264.62
G 7 2525 5 0 DI �20
O '� d 257.00 1�158.40 61.4 61.63 61.36 62.01 261.90 261.90 261.90 261.90 262.2 .41 26 .0 w, 264.0 64.00 4. 264.57
> ,OO r INV: 248.30 15' EMERGENCY SPILLWAY 5 2 59.5 60.98 61.70 10" PVC ®0.5% MIN 262.12 262.20 10" PVC @ 1% MSSIN �64.36
ELEV: 257.20'�TT 261.70 062.1 262.10 262.10 6L��°" 0264.20 �
6 .05 26 .05 6 .05 2 2.05 4.15 264.15264.15 264.15
TO BE SODDED TOP SHELF: 252.20' \ INV�256.68
w l"�"' RAP DISSIPATER \ 260.16 262.05 262.05
5 \\ 59 57 61.12, 264. 5 64.1
��i7p2 L=12' W=T/20' 257. 0 5 258.9 261.70 62.55 2 2.5 62. 5 2 2.5 62. 5 262.5 61.52 64.65 2 4.6 64. 5 2 4.6 64. 5 264.6 6 .61
'Dw=10" DmAx--15" 258.4 RI-28 BOTTOM SHELF: 251.20' YI-67 YI-68
YI-71
TOP: 263.46
CLASS. 1 22.5" THICK 61. 0 V. TOP: 261.62 TOP: 261.35 N YI-70 INV: 261.30
\` RIP RAP DISSIPATER "� 75y 30" RCp 58 6 \ 261.35 INV: 257.06 INV: 257.40 TOP: 263.72
/ L=12' W=4.5'/13.5 g0 LF ® 2 61.28 INV: 260.61
Dw=10" DmAx--15" 119. �� 58.90 ®
�CLASS 1 22.5" THICK` �� 260.87
SF a
1 r cr U APARTMENT BUILDING E APARTMENT BUILDING F
FES 30 SF 5�00 I n o >
26 .87 62.92 262.99 3 STORY 64.82
CONCRETE �
�s 3 STORY
ANTI -SEEP m 24 UNITS
b 24 UNITS
COLLAR ' �� so 63.97
FIFE: 262.55' FFE: 264.65'
26 .1
v7 U)
o o
259.73
TEMPORARY SEDIMENT BASIN #2
t� 6 262.55 2 2.55 262. 5 2 2.55 262. 5 262.55 ' 2 1 52 264.65 2 4.65 264. 5 264.65 264. 5 264.65
SIDE SLOPES= 2:1 �N \ 262.05 264.
TOP OF BASIN: 258.20' 62.0 62.05 62.05� 64.15 64.1 264.1 3.63
259.0 INV: 255.77 26 .0 ��262.05 64.15
M\N . 5 62.10 � 62.10 �
Know what's b@IOW. BOTTOM OF BASIN: 251.70' \
�% \ S 62.1 cn 6 .1 2.83 262.90 S 6 263.E p-8" PVC 1 % M64.2 26 40 r �264.78 '
15' EMERGENCY SPILLWAY: 257.20' v DI-4 pqC 260.74 261.51 8" PVC Ca? 1% MIN261 9 62.01 263.62 64.04
p �, A0 261.34 261.55 261.92 262.03 YI-69 262.79 262.93 _ 263.48 263.56 263. 64.08- YI-72 264.75
Call before you dig. �� INVERT OF SKIMMER: 251.70' >11p s z
°' � 5�.25 � � TOP: 261.37 � TOP: 263.46
1 SIDE SLOPES OF BASIN ARE TO N 6 .04. 61.4 INV: 259.30 INV: 261.30
BE SEEDED WITHIN SEVEN DAYS. �1 58 46 P 260.1 b�
**ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL) of a )jO 60.47 60:87 261.33 5 �20 6 .3 ® 262.97 263.39 2 4.19
WITH 1.9 ORIFICE FOR DEWATERING THE s 3 - J - 262.10 - - -
1 o WET 29 <F 8.33% 5.0% C) - .
SEDIMENT BASIN DURING CONSTRUCTION. an, 78 ® 259.89 260.37 MAX MAX MAX
POND #2 RCp MAX �MA� 26j 8.33% 0 2s3 263.89
-
\ 260. 60.28 - - - - - MAX 261.97 �s2 �- - - - - - 20' ACCESS & �63.78
/ \ 0 260.49 SOUTH POINTE DRIVE 260.85 261.76 262.63 MAINTENANCE EASEMENT 262 99 263.57
PE MA NENT WET POND 2 PER
MA �, �, 59.79 260.14
/ WATER SURFACE: 251.70 58•4 155.48 LF 0 0.78% 24" RCP DI-3 191.00 LF ® 1.00% 24" RCP
HIGH WATER: 255.13 (10YR) )�6o DI-79 260.82 261.01 261.36 261.75 262.08 262.33 263.0� 263.13 263.19
�\ TOP OF POND: 258.20' I ` / 2Ao 258.20 259.89 260. 7 61.1 - �61.10 260.47 26T52 261.80 262.12 - 262.59 263.20 - 263.20 63.65
INVERT OF POND: 247.20 0l 261.23 262./ 262.89 L
TOP FOREBAY BERM: 251.70' 260.66 61.10 61.10 63.2 263.20 62.70
n / 60.6 60.60 261.66 261.96 62.27 262.61 62.7 CI-6
RISER: / w� 260.03 260.7 I 6 .03 262.9 13.57 LF ®I 5.23% 1v5" RCP
TOP 256.70' I 262. 262.82 263.20
INV 251.70' cal 261.1 261.10 p 25 261.88 8 33% 62 263.2 PO_81 '
o MAX INV: 261.08
'0nn TOP OF BERM 60.6 260.60------ 61.65 5.0% 62.77 263.10 62.70.... ..... 262.70 ! 26 39
\ r *AFTER SITE IS STABILIZED ELEV: 251.70' ®� 25 259'8 MAX 2 96 61.98
CONVERT SEDIMENT BASIN
\ 5820 - �s 61./6 62.08 62. 7 263.2 263.3 263.85
TO PERMANENT WET POND \ s� �s� �s� CLASS B RIP M 61.89
R SLOPES IAS m�
GRAPHIC SCALE � "` 'AS SHOWN. •40 258 LO �
\\ SHOWN 255 0�58.40 26 13 263.45
30 0 15 30 so 120 p,l 26L.0 263.40 263.58
*MAINTENANCE SHELF
SHALL HAVE 2% MAXIMUM � �49 a 25a 5 .20 262.00 263.45
1 CROSS -SLOPE S� �� FOREBAY WEIR 24s O�� ,,,...
( IN FEET ) 247 ES-5� RIP RAP DISSIPATER '
LENGTH: 5' f L=20' W=7.5'/22.5' 262.13 263.58
1 inch = 30 ft. J� ' �248 _ -15"
ELEV: 251.20o "
CLASS 1 22.5" THICK ��, 63.38 �64.08
r s� MATCH LINE SEE SHEET C 3.3
2 8.2 \ 1 61 It 64.11
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
411,'Dsim
■
te
S;uions
civliu engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
REVISIONS
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
HACKETT
PROPERTIES, INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
927
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
FEBRUARY 9, 2022
SHEET NUMBER
C-3m 1

LEGEND:
L� 4D TRAVERSE POINT
ECM® ECM —EXISTING CONCRETE MONUMENT
EIP 0 EIP—EXISTING IRON PIPE
EIR Oa EIR—EXISTING IRON ROD
EIS O EIS —EXISTING IRON STAKE
ERBO ERB—EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
— — RIGHT—OF—WAY
— - — - — - — — SETBACK LINE
so STORM DRAINAGE
uFo UNDERGROUND FIBER OPTIC
// OVERHEAD UTILITY
X FENCE LINE
WOODEN FENCE
TREE LINE
x 208.47' SPOT ELEVATION
BENCHMARK
51GN SIGN
ED BOLLARD
® MAILBOX
EI3 ELECTRICAL BOX
0 LIGHT POLE
PP UTILITY POLE
C- GUY WIRE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
Wv
N WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
O SANITARY SEWER MANHOLE
TREE
SHRUB
ASPHALT
0 CONCRETE
0 GRAVEL
BUILDINGS
— HOC HOC— LIMITS OF CONSTRUCTION
— SF — SF — SILT FENCE LINE
— ,1N JN — JUTE NETTING
— Div — Div — DIVERSION BERM
0INLET PROTECTION
Know what's below.
Call before you dig.
1
1
V
i
SLOPE TO BE REINFORCED
LIMITS OF CONSTRUCTION
(17.7 AC)
DITCH #2
TO BE REINFORCED WITH
NAG SC150BN MATTING
IMMEDIATELY UPON CONSTRUCTION
1" X 1 /2"
IRON BAR
TEMPORARY
SILT FENCE (TYP)
IP RAP DISSIPATER
L=3' W=1'/3'
Dw=8" DuNc=12"
\0
TEMPORARY SKIMMER BASIN #3 \
L=100', W=60', D=4'
SIDE SLOPES= 2:1
TOP OF BASIN: 259.00'
BOTTOM OF BASIN: 255.00'
10' EMERGENCY SPILLWAY: 258.00'
INVERT OF SKIMMER: 255.50'
SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS
O/V 258.33 I **ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL) J \
✓N �' WITH 2.1" ORIFICE FOR DEWATERING THE
17 Dl V �� jN p SEDIMENT BASIN DURING CONSTRUCTION.
v C) \
N �f
�JN �n /
o / �d�
r
OFF —SITE DRAINAGE DITCH °C, /
o TO BE DIVERTED AROUND V
c� SKIMMER BASIN /
r
i
264.62 264.75 1 S,
F
64.62 r0 OG
`'
58.85 41; /
64.75°G�
r V 00
/
N 59.04 17°G/
DITCH #3 7
p TO BE REINFORCED WITH X5F NAG SC150BN MATTING � .
IMMEDIATELY UPON CONSTRUCTION / po^ 1"
/ EIP
ID
259.30
�6
/ O^ /
/
SHEET KEY
30
0
4/S OV
N468, 54
NC GRID NAD
(2011)
GRAPHIC SCALE
15 30 60 120
( IN FEET )
1 inch = 30 ft.
11
Ioi
SolutionsDsimte
civiiu engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
REVISIONS
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
HACKETT
PROPERTIES, INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
927
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
SEPTEMBER 27, 2021
SHEET NUMBER
�
�_.,���° _ �
MATCH LINE — SEE SHEET C-3.3
� = = � = = iii1/dE(-1'1i% = ii. =
ii.
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-302

FI
1
LEGEND:
L� 4D TRAVERSE POINT
ECM® ECM —EXISTING CONCRETE MONUMENT
EIP 0 EIP—EXISTING IRON PIPE
EIR Oa EIR—EXISTING IRON ROD
EIS O EIS —EXISTING IRON STAKE
ERBO ERB—EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
— — RIGHT —OF —WAY
—•—•—•—•—SETBACK LINE
so STORM DRAINAGE
uFo UNDERGROUND FIBER OPTIC
// OVERHEAD UTILITY
X FENCE LINE
WOODEN FENCE
TREE LINE
x 208"47' SPOT ELEVATION
BENCHMARK
51GN SIGN
ED BOLLARD
M� MAILBOX
EB ELECTRICAL BOX
0 LIGHT POLE
PP UTILITY POLE
C- GUY WIRE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
WV
N WATER VALVE
FIRE HYDRANT
0 WATER METER
O SANITARY SEWER MANHOLE
TREE
SHRUB
ASPHALT
0 CONCRETE
0 GRAVEL
BUILDINGS
— roc— roc— LIMITS OF CONSTRUCTION
— SF — SF — SILT FENCE LINE
— jN jN — JUTE NETTING
— Div — Div — DIVERSION BERM
0INLET PROTECTION
%/ o/o/o/o
7
0
OS aV
MATCH LINE — SEE SHEET C-3.1 & C-3.2
,, � - /264..... ......47�64
264.10 r `f 1 0
64.28 f;,,, EIP
/G/G%%%//////G//G///// aiii,v, ,.
58.4 %//////i /l//<,,,, I j 264. 8 //� , ,M, , r
Know what's below.
Call before you dig.
C3.1 C3.
vv■v
SHEET KEY
C3.4
Riw RO•q p t ` s xs 35s& �0��
T V
p� �SR.
v�
a41C ����
I N V: 262.46
A�� • `�`" vim,,. i nlTCH A6
GRAPHIC SCALE
0 15 30 60
r 5
IN FEET )
N/F 1 inch = 30 ft.
KEVIN T. BELL, AND MOTHER,
BARBARA S. BELL
DB 567, PG 501
PB 301, PG 001
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
120
11
Iol
SolutionsDsimte
civiiu engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
�yI, CARO lZ./*
SS • �•'•• ••'/��ii��
Q SEA _
0274 -
V// �� CO 1
REVISIONS
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
HACKETT
PROPERTIES, INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
927
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
FEBRUARY 9, 2022
SHEET NUMBER
C-3m3

001
LEGEND:
L� 4D TRAVERSE POINT M� MAILBOX
ECM® ECM —EXISTING CONCRETE MONUMENT EB ELECTRICAL BOX
EiP Oa EIP—EXISTING IRON PIPE 0 LIGHT POLE
EiR 0 EIR—EXISTING IRON ROD PP • UTILITY POLE
EIS O EIS —EXISTING IRON STAKE (- GUY WIRE
ERBO ERB—EXISTING REBAR ❑T TELEPHONE PEDESTAL
N F — NOW OR FORMERLY © CABLE PEDESTALWv
R/W — RIGHT OF WAY N WATER VALVE O 2t
RCP — REINFORCED CONCRETE PIPE �p?r
FIRE HYDRANT
PROPERTY LINE ❑❑ WATER METER �G
ADJACENT PROPERTY LINE (DS SANITARY SEWER MANHOLE _`i)
— — RIGHT—OF—WAY (D TREE
— - — - — - — — SETBACK LINE SHRUB
So STORM DRAINAGE 0 ASPHALT
O
uFo UNDERGROUND FIBER OPTIC CONCRETE
// OVERHEAD UTILITY 0 GRAVEL �4
1 S Cl v
X FENCE LINE 0 BUILDINGS
WOODEN FENCE — uoC uoC— LIMITS OF CONSTRUCTION 7� T
TREE LINE — SF — SF — SILT FENCE LINE � SQT T OOti TMOO
xza�BENCHMARK
TION—oiv—oiv—DIV RSION�BERM �FNF('Q9,Qy �qR/ FgF�iFRy
ti
m SIGN 0INLET PROTECTIONi✓T e� P
q
ED BOLLARD SF�1F�4F
E T TC T TCE TCE TCE TCE T T T TCEE TCE TCE TCE CE TCE TCE TCE CE E E T E
Lg� Lg��� �� Lg� L�� Lg� L�� Lg� Lg� L Lg L L
O
z ..
o t oo�z00_ _
. . I � ....oO0� ��, 000 ��C"�o-��. oz...
ri
1 BROCK ROAD (SR 1317)
m
60' R/W — PUBLIC STREET
m
i
Y
Know what's below.
Call before you dig.
SHEET KEY
�..._
..........
E
— TCEEOC...,; — TCLOC TCELOC TCE LOC TCE LOC TCE LOC TCE ..LOC TCE LOCTCE LOCTCE LOC E LUGE Q� T
SF SF SF SF_. SF SF SF SF
oo�
�
0L ,
o 0
f,
4/S OV
GRAPHIC SCALE
00
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
11
ioi
SolutionsDsimte
civiiu engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
CARO
� `99
• Q SEA -
0274 -
�� CO 1 1111X�
REVISIONS
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
HACKETT
PROPERTIES, INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
927
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
SEPTEMBER 27, 2021
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-304