NCC230557_Site Plan or Location Map_20230327

pP��S \ EROSION CONTROL NOTES CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, ACTIVITIES. NOTIFICATION OF COMBINED SELF -MONITORING AND GROUND STABILIZATION CHART
STABILIZE THE STOCKPILES BY VEGETATIVE COVER TARPS 12 THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE SELF -INSPECTION FORM
\ 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
OR OTHER MEANS. CONTROL EROSION FROM ALL
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
PERFORMING WORK ON THIS PROJECT.
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
\ SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
AND INLET PROTECTION DEVICES WHEN THE STORAGE
MUST BE NO LESS THAN FIVE FEET FROM THE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
a
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
MORE THAN 24 HOURS.
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
o
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
o�
PROPER BARRIER.
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
co
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
DEVELOPED A COMBINED FORM. THE SELF INSPECTION
o� oo
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
8• TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
I
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
sl�
OR AT THE EARLIEST POSSIBLE POINT DURING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
°
SELF -INSPECTION REPORT IS THE INSTALLATION AND
ov
Fp
CONSTRUCTION.
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
PURSUANT TO G.S. 113A-57 3
( )' PROVISIONS FOR
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
MEASURES ACCORDING TO THE APPROVED PLAN. THE
"
\
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
CONTROL MATTING, AND/OR SODDING AND STAKING IN
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
�6 ( �O
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
90 CALENDAR DAYS FOLLOWING COMPLETION OF
¢
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
\
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
CONSTRUCTION OR DEVELOPMENT.
o�
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
N/F
DESIGN MANUAL.
AREAS TO BE PAVED. I
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
Z J
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
DIXON LIVING TRUST
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
O m
CO 0-
TRACT 14 OF
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
NORTH
\
DB 1169, PG 642
LAND DISTURBING ACTIVITIES. 910-433-3300
FINAL STABILIZATION AND PERMANENT VEGETATION HAS I
THE COURSE OF CONSTRUCTION.
p (o
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
5 REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
BEEN ESTABLISHED IT IS RECOMMENDED THAT NCDEQ
16. ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED AS
433-3300.
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)
\
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
APPROVE THE ACTION PRIOR TO REMOVAL.
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
u_ \
VICINITY MAP
\
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
\
N/F
WHEN TRACKING OCCURS.
CIO
DONALD W. POWELL, JR. &WIFE,
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
ACTIVITY.
ARISE ON SITE IS KIRBY LAFORCE. CONTACT
NOT TO SCALE
NANCY K. POWELL
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION I
704-608-3085.
I \ N/F
DB 3789, PG 765 /
\ THE ENNIS TRUST DATED SEPTEMBER 12, 2002
KENNETH W. ENNIS TRUSTOR AND/OR TRUSTEE /
F 4 �F F �-, I \ TRACT 1 OF /
N/F F F%� ( �� F F F F F F F DB 2845, PG 327 / /
MONICA DEANGELIS rF F F F F I\ / F �� / F N/F
'�-�/M�'��iF F F F I I
/ / � F�F-\FFj'F�-� F -, FFF� F F—F �� � F� F �F F ,f�<'F�' F-F �-F/�°F�F� F F° esFF F F F{F_ F F F• F F F��F F ✓jFF F FFF FFFo'l�-FF9F' � FFFF�FL�F F F - FF F/ F/ F F(F, Fl C�/F// /F/F(�.�`F�F F` F FIF FF"ry'F; 'i FFP F F'��F/ �,��F`�, F'��F�.-�F.. K' , %/Fj V F F/ F F F FF F FF`•/�F' `F `-F��F/ F F�FFr \F� lFF I Fa-!�F ,F,\ 'FF Ii IF_F��\�FFI/�j/7YKF F F F FF -FF F_\ .F.. F F-F F F F `F�., FFF ,� II I I II ❑ I �!II _DIDRLNEWTON
DB 3803, PG 258 N/F DB1243PG598
PB 2020, PG 101 F 1 DIXON LIVING TRUST N/F
FF IJEFFREY LTRACT 1 OF. WALKER &
PARCEL , O I • ��_
I GARY K. WALKER
F DB 3831, PG 774 N/F
FO TRACT 2 OF N/F JAMES R. HERRING &WIFE, CA(�
9FF DB 2919, PG 802 DARIN BERGMAN KATHIE T. HERRING
❑ PB 2011, PG 569 DB 3467, PG 709 DB 717, PG 861
196 12
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"i 25 130 C121 , HERBERT A ENNIS
&
ALLEN C. ENNISSF�IF
J �iF� A I - DB 3919, PG 1
1F F F r\ 199 1 , �- �� I ` 84 O PB 2019, PG 35
No N 128
'��, ; F F�� ( - �200�� � i\� �l�/� ] I - 1 CENCER���, ♦ �, U 83 �, G_ O 127 126 r ' ; 120 \ 2 N I I
IE,,r 7 , Q V/ 89 `�"� 101 I m ° Ix, Pv �p T s/14jc)) O U � N/F
`-� �. 85 / o 1 �lit>�o N Ue�IC yP�A o HERBERT A. ENNIS & I
rJ (� 71 72 2 O ` ,/� Q a Q �wl & UT CE Q
�r Q � / .�, J �`�� W�, 102� l�lTy qo �/� ALLEN C. ENNIS
® Y ` 82 m O C �v ( I
T� y r L i / J \ / J O l z 2 Q ESS F D6 319, PG 1
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90 0 0 , ; � 112 118 I
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PA GAILOM. &D RIFE, � F .. F 'i� <�� � rAb'�. O - I _ 67 m 3 �..
DB 667, PG 523 '� F F o O / 59 BRONZE LEAF DRIVE `
d_.
: 45 /� • 50' R/W (PUBLIC &UTILITY ACCESS) . _ / 96 q \ `O 109
n O40 �� / 1 93 t /
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C� 46 / I� r 13 12 11 10 O O / O O O O 0
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47
O 56 15 I I �� 4 i N/F I
r 00 ��- l ��-�� I _ I TERRY MACK MITCHELL I
38 48 ' 55 ���- I\ 3 / f\2 1 T — N/F I I� 3 `1 TRACT 1 OF
35 -1 O ✓ �� 16 I I FRANK JOSEPH VUTURO, JR. I I 3 I DB 529, PG 4 I
_ cn Q �; \ I N/F / N/F TBM & WIFE, N F PB 11, PG 7 I
024D9>�,�o 54 Q�`I CHRISTOPHER H. RABA & WIFE, CHRISTOPHER SUSANHD RR ABA& WIFE, N 609 664.902 KAREN W. VUTURO STANLEY E. WEAVER &WIFEST N c ; SUSAN D. RABA E 2,083,291.562 DB 3869, PG 930 f 1
'A 34 Ni 37 �. i.� o DB 2243, PG 680 _ / I I
17 5 JACQUELINE D. WEAVER
F O w PARCEL 3 OF ELEV 218.38 PB 2020, PG 165 i
53 <C/� J Z� 1 DB 2243, PG 680 PB 2010, PG 409 �_ — NC GRID NAD 83 I - I DB 3266, PG 495
C� r 4 � -' �' 2011 N/F PB 11, PG 7 I I I
-A ti� 18 �� PB 2010, PG 409 -� NAVD BS
V w TERRY MACK MITCHELL
�i� 33 O �h 52 O� J�� w- ��. i - D PB90, PG 918 I �\2 1
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` \ 1~ 32 SC R/o-y FO/ 1 �" Q)��� 19 �_ \6 , f `-/
s+ 4 I TERRY MAi LEGEND:
O (PUe TO 51 �� Ld ti 1 N/F I TRAC
�lC wq y O 20 �- N/F 0 DOT DISK
N/F ER a"& UT/Ty �� N(t \ TIMBERRIDGE PROPERTIES, LLC - - � TERRY MACK MITCHELL
PAUL YODER &WIFE, �� � KENVERON CA FNETH A. . STEWAR WIFE, PA51 ECM
® ECM -EXISTING CONCRETE MONUMENT
_ DB 2676, PG 718 EIP
KENNETH A. STEWART, II o EIP-EXISTING IRON PIPE
GAIL M. YODER �\ 31 30 CA3 ACC _ DB 2681, PG 756 TRACT 1 OF I EiR Oa EIR-EXISTING IRON ROD
II�Jj�-� � ESS) 21 � � PB 11, PG 7 I O
DB 667, PG 523 CyF� � � • � LOTS 4-6 OF
DB 3616, PG 837
CONSTRUCTION SEQUENCE 8 � ` �O S \ i 29 28 I 22 CA2 PB 98, PG 250 \ I ERe
o P qp\ O 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND �/C R 7 _
HOLD PRE CONSTRUCTION CONFERENCE. RAW S3S� 0- ; \
2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY 27 '
N/F
SILT FENCE, AND TEMPORARY DIVERSION BERMS WHERE
TONI M. GAINES
SPECIFIED. TRACT 4 OF �♦ 26 IMF N/F
3. CONSTRUCT TEMPORARY SKIMMER & SEDIMENT BASINS. DB 3657PG 454 / \ TIMBERRIDGE PROPERTIES, LLC
,
4. CLEAR AND GRUB THE SITE AS NEEDED. 616
'
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING / ♦ 24 LOT 3 DB 2568, PG
TO AREAS REMAIN GRASSED. ♦ 25 F OF
PB 98, PG 250
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. - /
7. INSTALL UTILITIES. / . r 2 �� N/F
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER ��_�� TIMBERRIDGE PROPERTIES, LLC
\ DB 2512, PG 211
INLETS. N/F LOT 2 OF
\ PB 11, PG 7 I I O ERB-EXISTING REBAR
\ o COMPUTED POINT
N/F - NOW OR FORMERLY
I I R/W - RIGHT OF WAY
�/ • \ I I PROPERTY LINE
oPL - - -OLD PROPERTY LINE
ADJACENT PROPERTY LINE
,07 / I I I - - RIGHT-OF-WAY
QoV
I -SETBACK LINE
w WATER LINE
9. PERFORM FINE GRADING. ITONI M. GAINES ��OJ �' I �// OCREEKUTILITY
EAD
10. INSTALL AND PREPARE BASE COURSE. / TRACT 2 OF ♦ \ N/F \ PB 98, PG 250 O,Zo /
11. PAVE ROADWAYS. DB 3657, PG 454, JASON L. MILLS N/F WETLANDS
12 AREAISIZE, SEED AND MULCH ALL REMAINING DISTURBED / PB 2003, PG 181 DB 1215, PG 981 TIMBERRIDGE PROPERTIES, LLC I I X FENCE LINE
� DB 2520, PG 206 �
0LOT 1 OF TREE LINE
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO / i� 1 i PC F, SLIDE751-C �Z� I
PB 98, PG 250 I I I 210 MAJOR CONTOUR
REMOVE ALL TEMPORARY MEASURES. / N/F 1 ♦ I 207 MINOR CONTOUR
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED BRIAN P LAGESSE & SPOUSE,
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND ♦ SUSAN R LAGESSE \ I I x 208.47SPOT ELEVATION
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL DB 3495 PB 2003, PG 181 PG 807 / \ �` �� \ I I BENCHMARK
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST / \ ❑ / I I B MAILBOX
BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF / �\ ' I pp GUY WIRE LE
TERMINATION (NOT). THE NOT IS AVAILABLE AT: /
HTTPS: //EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT / _ _ I I I ❑T TELEPHONE PEDESTAL
MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE - - - - - - - - - MITCHELL ROAD - SR 1535 ❑o WATER METER
OF TERMINATION PROCESS. / 60' PUBLIC R/W
- - - - - - - -I �6j HARDWOOD TREE
PINE TREE
GRADING NOTES PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE SHRUB
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS 1 I WETLANDS
MATCH LINE- SEE THIS SHEET 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE OPERATION. 1 UNSUITABLE SOILS
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH I `�
/ CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED DURING AND AFTER GRADING BY THE CONTRACTOR TO I I ���0 ` , ACCESS/MAINTENANCE EASEMENT
/ GRADE OF THE CURB, UNLESS OTHERWISE NOTED. DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT a • — 30 — 3o' — VEGETATED STREAM BUFFER
I / / 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES IS DETERMINED THAT THERE IS A SLOPE STABILITY 1 I ��$O
/ SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. c— LIMITS OF CONSTRUCTION
I I `�1 ® — roc— — sF — roLo — SILT FENCE LINE
LONGITUDINAL SLOPE NO STEEPER THAN 5%. 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
EPK 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED I �`� —.IN — JN —JUTE NETTING
/ LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE BY SILT FENCE. O — DIV — DIV — DIVERSION BERM
WITH THE APPROVED EROSION AND SEDIMENTATION 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL -
/ CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS I l 0INLET PROTECTION
/ 01 J ��c R� MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY IN PROGRESS. Know what's I�@IOW.
/ 66 DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. _ —10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE I I 1 I ° Call before you dig.
i 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN - —
�� PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO I �412 4V
/ AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL HANDLE THE STORM WATER ARE CONSTRUCTED. THE I'
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE I I I
SR 1532 HAS BEEN COMPLETED DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
OAK GROVECHURCHROAD nEPK 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN GRAPHIC SCALE
- \ ,
66 PUBLIC R�— CONTRACTOR AND THE OWNER TO PROTECT ADJACENT SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR /►
- EPK PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING TO IMPLEMENTATION OF THE CHANGE. I" I ,/ 250 0 125 250 500 1000
EPK OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR Il
5/8'', 5ERB ♦� THE UNDERGROUND UTILITY PIPES, CONDUITS, OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN TEMPORARY EROSION CONTROL BLANKET OR EQUAL
ERe I I �\ \ 6 IT THEALL LOCATION OCATTIE THE ION OF AOLLTUTILITI SS OR STRUCITBURES ABO ERIFY 13. ALLBS ROUSS-PIPES TO BE CORRUGATED ALUMINUM PIPE S I ( IN FEET )
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE (CAAP). I,\ 1 I 1 inch = 250 ft.
MATCH LINE- SEE THIS SHEET
II. II. = � 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
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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SEA
0274
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1v-31-22
REVISIONS
PROJECT NAME
BLAKE
POND
SUBDIVISION
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
CAROLINA LAND
GROUP, LLC
341 Kilmayne Drive - Suite 201
Cary, North Carolina 27511
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1936
DRAWING SCALE
HORIZONTAL: 1 "=250'
DATE RELEASED
OCTOBER 31, 2022
SHEET NUMBER
C-3mO