1264-SIGNED & SEALED

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oPo
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\011
CYPRESS
DRIVE
SITE y 7
VICINITY MAP
NOT TO SCALE
'A Ihl"`111�
NORTH
EXISTING UTILITY OWNER
SECT
L4q-
SITE DEVELOPMEN--- T PLANS
ANDERSON CREEK TOWNSHIP i
SPRING LAKE, NORTH CAROLINA i -u
HARNETT COUNTY
1 14, 41
WATER AND SEWER
HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
700 McKinney Parkway
Lillington, North Carolina 27546
910-893-7575
Contact: Shane Cummings
Know what's below.
Call before you dig.
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CfINDEX OF DRAWINGS _
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zI
C1.0 - EXISTING CONDITIONS -
C2.0 - SITE PLAN
C3.0 - GRADING AND EROSION CONTROL PLAN
C4.0 - UTILITY PLAN
C5.0-05.1 - PROFILES
C6.0 -C6.2 - DETAILS
CIVIL ENGINEER OWNER/DEVELOPER SURVEYOR
4D SITE SOLUTIONS, INC. WELLONS COMPANIES 4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112 511 Highway 210 N. 409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306 Spring Lake, North Carolina 28390 Fayetteville, North Carolina 28306 ��ARo'�%, ���``�A,
R
•'•ESS %•' `� ///� �����`�••SS • O`
Z• Q�pF 'L9 ?OQ4 - lO�<f,9
910-426-6777 910-436-3131 910-426-6777 — SEA _ AL '.
027 = 457
Contact: Scott Brown, PE Contact: Billy Wellons Contact: Jimmy Holland, PLS S�Rv�•:!'�-,��
SE
email: [e-mail] email: [e-mail] email: [e-mail] % R;,,,`
06-2�-1^7 bC,Q•2°1•I�
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 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
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
TAX I D# 0506-40-6714
0506-40-5495
0506-50-0642
CYPRESS DRIVE
ANDERSON CREEK
TOWNSHIP
TOWN OF SPRING LAKE
HARNETT COUNTY
NORTH CAROLINA
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
DRAWING SCALE
SEE SHEETS
DATE RELEASED
JUNE 29, 2017

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CYPRESS
DRIVE
SITE y�
0
0
A
J �
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�� va
VICINITY MAP
NOT TO SCALE
LEGEND:
EG'Z ECM -EXISTING CONCRETE MONUMENT
001
EIP 1(EIP-EXISTING IRON PIPE
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- oPL - - -OLD PROPERTY LINE
ADJACENT PROPERTY LINE
- - - -
-SETBACK LINE
OVERHEAD UTILITY
WETLANDS
-PERMANENT EASEMENT
300 MAJOR CONTOUR
297 MINOR CONTOUR
X 298.47' SPOT ELEVATION
BENCHMARK
PPO UTILITY POLE
❑T TELEPHONE PEDESTAL
Wv
D4 WATER VALVE
HARDWOOD TREE
0 WETLANDS
0 ASPHALT
TOTAL AREA: (BY COORDINATE COMPUTATION)
430,540 SF (9.88 AC)
PIN NO: 0506-40-6714.000
0506-40-5495.000
0506-50-0642.000
ZONING: RA -20R
35' FRONT
10' SIDE \
20' CORNER SIDE
25' REAR
� \ 1
.� 1" EIP
_ _ - - - - (PINCHED)
5/8" \ �l 1 (LAID OVER)
--�--�--�--�-- - ERB \ � 857 I
N/F LU~
\\ WELLCO CONTRACTORS, INC. 1
I \ DB 632, PG 247 I Lu
> N
I\ PB 20, PG 86 I
I \ I O m
5/8„ \ TBM 1 < 1 25 i
ERB \ 4D NAIL #1 -j
`_
92 r'- �� N 561,090.041 I m N/F
93 \\ E 2,004,659.436 I WELLCO CONTRACTORS, INC.
I N/F I N/F \ ELEV 308.76 1 DB 632, PG 247
JACQUELINE J. BUNTING & HUSBAND, NC GRID NAD 83 PB 20, PG 86
TONY L. BUNTING I WELLCO CONTRACTORS, INC. ��
DB 632 (2011)
I DB 2281, PG 975 , PG 247
PB 20, PG 86 PB 20, PG 86 \\ 5/8 `AVD 88
`
I / ERB
R=212.28'
I / L=116.53'
I I CHORD R=25.00'
/ S62.12'44"E L=39.27'
I o�g5 115.07' CHORD --- 309
CZE 2 1„ S32°54'00"E R=25.00'
EIP 35.36' CHORD 7 60'
Cyp
_ GE
IN57°06'00"E R/w RE S DRIV 7 u\
- 35.36' P[JBLIC E
5/8„ $TRE
ERB ER8 -� �S225 ET R=670.39'
�-
ECP
- CO ROL CORNEF
N 561,008.282
i E 2,004,315.233
NC GRID NAD 83
(2011)
5/8"
ERB
SOURCE OF TITLE
DB 863, PG 792
DB 1594, PG 382
HARNETT COUNTY
REGISTER OF DEEDS
REFERENCES:
SHOWN HEREON
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987283
LOCALIZATION POINT N: 561,090.041 E: 2,004,659.436
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO
MAP# 3720050600J OF THE FLOOD INSURANCE RATE, DATED
OCTOBER 3, 2006.
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT
CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
PROFESSIONAL LAND SURVEYOR - L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK _____, PAGE _____ OR OTHER REFERENCE
SOURCE --- _____--------- ); THAT THE BOUNDARIES
NOT SURVEYED ARE INDICATED AS DRAWN FROM
INFORMATION IN BOOK ------ PAGE _____ OR OTHER
REFERENCE SOURCE ---- --------- • THAT THE
RATIO OF PRECISION OR POSITIONAL ACCURACY IS
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND
AND SEAL THIS 29 DAY OF JUNE, 2017.
PROFESSIONAL LAND SURVEYOR - L-4571
300
295
52754'00"E 4 �0 E 104.97' ru9Q 67
305
300
\305
W \
N/F
2g5 WELLCO CONTRACTORS, INC.
DB 863, PG 792
0506-40-6714.000
290 - ZONING RA -20R
305
300
1"
EIP
r�23;
N/F
WELLCO CONTRACTORS, INC.
DB 632, PG 247
PB 20, PG 86
1"
EIP
° INV
1" 300.33
EIP
R=389100'
1" EIP L=160.02' �
-�� T CHORD
305 S81 '33'36"E N
158.89
- 4- / i
1" EIP
(PINCHED)
/
4298, j \
300
\ 1" EIP
1
.IP N86'57'29"E BENT)
0
44.49'
`COs
o
N295 2g5 y "1" 41 11,
o /41 \11
w c
285 � 14,
290295 N8738'34"W 100.00'
`\ I___0 J
N/F Q
z s I FLORENCE C. WELLONS
TRACT 2 C�
ANGELO K. HASAPIS & WIFE, \ 0 \
KELLEY B. EXISTING 2 HASAPIS so DB 1594, PG 382 � r 57 �
DB 1402, PG 121 TANK 0506-50-0642.000 N/F
`A CA, o Z/,ii
AL _
457
swk
►nnl
bC.Q•�°1 • I �
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON APRIL 4, 2017 USING TWO
TRIMBLE 5700 RECEIVERS.
--------- -------------------------------
PROFESSIONAL LAND SURVEYOR - L-4571
TAN EXISTING F. ZONING RA -20R JUAN FIGUEROA &
SHED MARGARATHE M. FIGUEROA
.b" DB 771, PG 10
EXISTING V 1" EIP 1°1226 w ^ o/ PB 20, PG 9
SILO / 62.71' (PINCHED) g5 O$
\R
O '0 04 560,5 1.970
X80 A �N29 3122
34"w 15p.$4 88.13' INC GRID NAD
2383
\ TOTAL O (2011)
28569 �6 V 1 „ EIP
(PINCHED)
-
�� \ � •k626 �N r� 54��
N/F \ 564
FLORENCE C. WELLONS N F
TRACT 1 I \ W.S. DB 1958, PG 97 155
DB 1594, PG 382 t r�--�� N/F I 56\
/ 0506-40-5495.000 �� 53�i PB 20, PG 9 JUAN FIGUEROA &
/ J. ZONING RA -20R �Q� N/F ` I MARGDB ATHE M.
FIGOU�EROA I JUAN FIG
W.S. WELLONS FOUNDATION FIGUEROA &
, MARGARATHE M. FIGUEROA
- � DB 19588 PB 20PG 9 , PG 97 I
PB 20, PG 9 ` I I DB 802, PG 745
PB 20, PG 9
280 � _ � �A
52-�-
55 W.S. WELLONS FOUNDATION
395- / 1 DB 1958, PG 97 (PINCHI
s � � 5��•12 � 56;5 PB 20, PG 9 ED)
261110
„W 192.95' �-
w 18.46'/ 78.14' S$0 58, 151�i \
I
N87'04'34"W 92.58' $87.49'26"W 96.60' TOTAL °(PINCHED) / I / N/F /
550 W.S. WELLONS FOUNDATION 0,E I DB 1958, PG 97
�� I 49 � I / I PB 20, PG 9
147 , r 48JAMES MUNCY
, I /
\ / DARREL EDWARD FOWLER I DBPB420, PG 903 I /
IELMO M JONES II N/F DB 2871, PG 282 /
DB 3020,FPGLE 5 I PB 20, PG 9 I 1" EIP
I 1966, PG
PG 974 I (PINCHED)
PB 20, PG 9 I
-� O /
I I 1" EIP
1" EIP (PINCHED)
1 EIP - - I (PINCHED)
(PINCHED) - - _ - - O - -T pFtNE
.1 GUTTER PUBLIC STREET /
I
GRAPHIC SCA
I50 0 25 50 100
I( IN FEET )
I1 inch = 50 ft.
I
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R=25.00'
L=39.74'
CHORD
S4836'49"E 1
35.69'
1\ 1I \1 I
T EIP
I
I
I
I
1
I
1
R=1980.22'
L=202.05'
CHORD
S00°33'58"E
201.96'
I
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1
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200
site
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
www.4Dsitesotutions.com
CARo
pQ'•.Fes"SAO C / ♦♦�
0
i )"ASI
�. •. SUR`1 ••
R i1SE�
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
EXISTING
CONDITIONS
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
MIKE
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1264
DRAWING SCALE
HORIZONTAL: 1"=50'
DATE SURVEYED
APRIL 4, 2017
SHEET NUMBER

� \ 1
1" EIP 1
— — \ �_—� (PINCHED) I I
sp �s — — — ERB' \ 85 (PINCHED)
OVER)
F -�- \ I
I N/FLU
1
WELLCO CONTRACTORS, INC. 1 Ld
I 1
ROPE I ` D632, PG 20 7 W
, PG 86
PBI > N I
O m EIP 1
rte_—\` °
5/8" < Q l 25 , I
I ERB \ I
CYPRESS J Q I `—/ —
�
DRIVE 92 i �\ 93 \ \\ 1 m WELLCO CONTRACTORS, INC.
IN/F \ \ 1 DB 632, PG 247 I
SITE JACQUELINE J. BUNTING & HUSBAND, N/F
WELLCO CONTRACTORS, INC. PB 20, PG 86
TONY L. BUNTING I
a DB 2281, PG 975 DP6, PG 86 6327 \\ `
Q I PB 20, PG 86 /'
ERB
23 � I
N/F
WELLCO CONTRACTORS, INC. 1
NORTH I / G(P� a62 DB 632, PG 247 m D I
C22 PB 20, PG 86 C
I / Z / \ 1 Z p
VICINITY MAP I 6�1ko2 TO BE REMOVED R30' C\ - a 1
10'X70' R30' 6p, R/W - SSRIVE N m
NOT TO SCALE 1I °� / SIGHT ESMT \C23 N77°54'00"W 60.00' TOTAL PUBLIC STP ° r I
1"
--- ERB �$�' / \ \ 10' SIGN ESMT G`° N77 -54,00.W
7754 pp W 7p4 97 EIP EIP °EIP �
ECM 2 O 5.00' S0.0p' 10'X70' ° INV m z N I
CONTROL CORNER \ \ SIGHT ESMT 1" 300.33
— N 561,008.282 �i� 20,718 SF / / 5 00 EIP I II
SITE NOTES E 2,004,315.233 Q 0.48 AC / °
10' SIGN ESMT
NC GRID NAD 83 o" RELOCATE POWER <v C7�
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE - / (2011) \'oo oR\ OUTSIDE OF LOTS / o (PINCHED)
-(� NO EASEMENT FOUND DURING �. / N —0-
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL 5/8" THE COURSE OF THE SURVEY / �� h / 69 S"'
CONTRACTOR. ^ � 52" 1" EIP 1
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ERB I \ \ \ / �O `" �' \ 64, 98, �' (BENT) `� S86'S7'29"W 1
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO\ O / / o �" 44.49' N
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL 1 , 1" EIP I
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO I Q\ 20,071 SF Q o o C78 1' (BENT)
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL o `'� i9" 0.46 AC / `J m 20,160 SF O -O EIP °
DAMAGE INCURRED TO EXISTING UTILITIES DURING \ oQ / QJ 0.46 AC I 0 1
Z' 12 C19 INV i; CSO
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL / _VARIABLE DRAINAGE •298.17
CONTRACTOR'S EXPENSE. 2\ fESMT �� W
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. I \ n / - 20,214 SF / 1 4 EIP
10' UTILITY O
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL \ ESMT 0.46 AC �'
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER / \ 30'X10' UTILITY
FEDERAL ADA AND LOCAL REQUIREMENTS. \ /' S� / LANDSCAPING EASEMENT I
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE I / / ��P` 5775 ESMT /�6G1 0°
FACE OF SIDEWALK UNLESS OTHERWISE NOTED. O 41 R25' � z 4'0=121.5 7
57
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 20,149 SF / 41\'�1h 2 Rq/ \ /
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH I 0.46 AC / o' So, R/W P NTREE Lq
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW I (UBLIC NE
OR WHITE ON ASPHALT PARKING LOT). \ ��•�G & OT7LlTy
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY 6.51' �g� ' ACCESS) \
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE M�3• / /G1 S7754. 1
BACKGROUND OR A WHITE SYMBOL ON A BLUE \7558'40"W \v/ o,`V R25' p E 84 92' \ R25' R200'
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
9. ALL PARKING BONGTHE INSTALLATION OF THE PROPER 5'X10' UTILITY
S ARE TO BELAID OUT IN R200' \
ESMT
ACCORDANCE WITH THE SITE PLAN DIMENSIONS. I � t`' 1. I 6 .45 AC
54 SF N
10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN I 10' UTILITY I ♦ / 1
ACCORDANCE WITH STATE AND LOCAL LAWS AND \ ESMT 10' UTILITY /
REGULATIONS. I I _ �I ESMT 14, / I
11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER CITY OF cel I % �So" L /
HARNETT COUNTY AND STATE REGULATIONS. I O I A3 I 1 v 4'
o /Uc0 I A. / 1
20,059 SF 11
� / �\ o \ � L 7 �
/ 0.46 AC i
EIP EGEND: J �I I VARIABLE DRAINAGE -"'w' / / i \ S�4
OO EIP-EXISTING IRON PIPE o ESMT - - ---_2,,6 E v .t �. • Q
EIR O° EIR-EXISTING IRON ROD �' �cA ` 03 O w
ENL I j - J / 23,486 SF \ C10 1
O ENL -EXISTING NAIL 0 /
ERB 0 ERB-EXISTING REBAR o / 15'X10' U ESMT jC5 0.54 AC ' ' 10' UTILITY — — �/ 10 `//y W 0
4--o c0 ESMT \ y I
COMPUTED POINT �� / 20' DRAINAGE�� VARIABLE DRAINAGE --e- 34,586 SF ` Of j
N/F -NOW OR FORMERLY \ I ��51 ESMT O ESMT 0.79 AC S87'38'34"E 100.00' � o
R/W - RIGHT OF WAY `'� AQP. 3 I I 1 Z 1
RCP - REINFORCED CONCRETE PIPE00 to 26,598 SF
' co / 0.61 AC I CO \ �° 11�
PROPERTY LINE o V O5 oC�
ADJACENT PROPERTY LINE ANGELO K. HASAPIS & WIFE, rn �I I 24,206 SF 06, i 57,E I
- - RIGHT-OF-WAY KELLEY B. HASAPIS EXISTING 46,137 SF / 0.56 AC o- i I
DB 1402, PG 121 TANK 1.06 AC I \ \V w N/F
SD STORM DRAINAGE CURVE TABLE *A"" EXISTING O \ \ I I I . �� JUAN
FIRO
MARGARE MFGUEROA 1
OVERHEAD UTILITY CURVE LENGTH RADIUS BEARING CHORDABANDON EXISTING WELL SHED / / 48,374 SF \
PERMANENT EASEMENT AND DEMO IMPROVEMENTS 1.11 AC P DB 771, PG 10 I
WELL IS TO BE ABANDONED �. 1" EIP oP o PB 20, PG 9 1
C1 139.83 205.00 S31°38'28"W 137.14 ISTING
BUILDING SETBACK BY A NC LICENSED WELL DRILLERSILO/ \ \ I I (PINCHED) Z
i CONTROL CORNER
- UTILITY EASEMENT C2 38.35 62.50 S33°36'08"W 37.75 I _ / �a ��°� ° oP N 560,591.970
TREE LINE \ I I o S;793134„ E 2,005,086.322 I 1
x2oa.a7'SPOT ELEVATION C3 53.63 62.50 S08°33'36"E 52.00 / \ BAD SEPTIC SOILS SOUTH 00 , E 15p84, NC GRID NAD 83 I
C4 43.40 62.50 S53°02'09"E 42.53 I / �: OF THIS LINE ® o �O(P ° 0011) 1
BENCHMARK / VA 7 / N N �6 I 1" EIP
PP • UTILITY POLE s' i J �cj X69' ` �- (PINCHED)
C5 43.40 62.50 S87.10'38"W 42.53 \� �g. 6� N I
C• GUY WIRE I ry/ S v X62 \ 54,,
© CABLE PEDESTAL C6 97.63 62.50 S22.32'02"W 88.00 /p ho,' I. N6k N/F
I
/ ��- I
ASPHALT C7 54.24 25.00 S39°56'31 "W 44.21 v� _
\oma � W.S. WELLONS FOUNDATION I � 55 , -
DB 1958, PG 97
C8 35.69 25.00 S37°00'24"E 32.73 I / ` t �� 53 i PB 20, PG 9 N/F 56,; I 1
C9 89.22 62.50 S37°00'24"E 81.83 \ I JUAN FIGUER FI &
I
� N/F ` MARGARATHE M. FIGUEROA I N/F I
�o \ W.S. WELLONS FOUNDATION DB 759, PG 709 JUAN FIGUEROA &
r� 20' DRAINAGE l .t
ESMT PB 20, PG 9 MARGARATHE MI
C10 47.37 62.50 N80°23'22"E 46.24 c� oP p \ DB 1958, PG 97 ` I I M. FIGUEROA PB 20, PG 9 DB 802, PG 745 1
C11 47.37 62.50 N36°58'06"E 46.24 - / oP�i �"w I PB 20, PG 9 1 I
C12 49.09 62.50 N07°14'31 "W 47.83 I /o?\ -
1 _
C13 52.53 62.50 N53'49'15"W 51.00 o � / �� 52
S22°59'00"E I oP�W.S. WELLONS FOUNDATION C14 47.92 25.00 19.94' I
P� DB 1958, PG 97 1" EIP
C15 88.27 255.00 S22'01'00"W 87.83 �y �� J, ' (G� PB 20, PG 9 (PINCHED) °
C18 49.55 389.00 S73°25'28"E 49.51 I / y
C19 110.47 389.00 S85°12'32"E 110.10 \41 / __ �1 I
C23 39.27 25.00 S32°54'00"E 35.36 C)v ' Ngo°58'26'E 192•g5
00 1 92.58' 22.34' oP�-' 74.26' 51 � �
♦ _�_
I
O 1" EIP
S87°04'34"E N87°49'26"E 96.60' TOTAL (PINCHED) I N/F
W.S. WELLONS FOUNDATION
q 50,E DB 1958, PG 97 \
I , PB 20, PG 9
49 ) /
�� JAMES I
I `47�i �48�i I N/F DB 2424, PG 503
N/FDARREL EDWARD FOWLER PB 20, PG 9 I /
/
SITE DATA I ELMO M JONES, II DARR N/FOWLER I DB 2871, PG 282
DB 1966, PG 674 DB 3020, PG 175 PB 20, PG 9 I 1" EIP /
I PB 20, PG 9 I PB 20, PG 9 O(PINC
OWNER WELLONS COMPANIES
MAILING ADDRESS 511 HIGHWAY 210 NORTH I
1" EIP
(
CITY, STATE SPRING LAKE, NORTH CAROLINA I 1" EIP _
DEVELOPER WELLONS COMPANIES ,� 1" EIP _
— - (PINCHED) /
MAILING ADDRESS 511 HIGHWAY 210 NORTH - _ - - COJ (PINCHED) — — _ _ _ ° UT pRS�R E
CITY, STATE SPRING LAKE, NORTH CAROLINA .1 60 BUTTER PUBL T /
PIN NUMBER 0506-40-6714, -5495, -50-0642 R/W _
TOWNSHIP ANDERSON CREEK
TOTAL SITE ^ACREAGE ^ ^^^^ 9.88AC
GRAPHIC SCALE
I50 0 25 50 100
I( IN FEET )
I1 inch = 50 ft.
I
200
il cvsite
solutions
ng
I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
*INN
�N,ICARO
pQ`••........
ESS %0 C /
O
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bC,�•�°1.11
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
SITE PLAN
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
DRAWING SCALE
HORIZONTAL: 1"=50'
DATE RELEASED
JUNE 29, 2017
SHEET NUMBER
C-200

� \ 1
1" EIP
- - \ �__� (PINCHED) I I
sn �s ERB
- - - ' \ 85 (PINCHED)
OVER)
A _ \
I N/FLU
CONSTRUCTION SEQUENCE: �` �\ WELLCO CONTRACTORS, INC. 1 Ld
1 1
DB 632, PG 247 I W I- I
RpP� 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND PB 20, PG 86 > N
Ppb I HOLD PRE -CONSTRUCTION CONFERENCE. EJ 1"
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY \\` I O D] EIP
SILT FENCE, DIVERSIONS AND SEDIMENT TRAPS WHERE I _ o
of
SPECIFIED. `\ I Q a r� 25\` I
3. CLEAR AND GRUB THE SITE AS NEEDED. ERB" TBM r
CYPRESS I 4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING �__\ \ 4D NAIL #1 I Q 1
DRIVE TO AREAS TO REMAIN GRASSED. ( 93 \ 00 a:
N 561,090.041 N F 1
5, CONSTRUCT ROADWAYS AND WATER LINES, `,_,� \ E 2,004,659.436 1 WELLCO CONTRACTORS, INC. I
SITE y I 6. FERTILIZE, SEED, AND MULCH ALL REMAINING DISTURBED N/F NAD
\ ELEV 3 1 DB 632, PG 247
AREAS. WELLCO CONTRACTORS, INC. NC GRID NAD 83 PB 20, PG 86
7. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO(2011)DB 632, PG 247 ��
a REMOVE ALL TEMPORARY MEASURES. , \\ o ` NAVD 88
PB 20PG 86 1
Q I 8. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED o 8
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. / oo roc\ ` 23,E I
� o
s v I / SILT \� 0� \c �Oc�, �0_1N/F
NORTH I FE CING(TYP) \ oc\< 07LOC_ WELLCO CONTRACTORS, INC. D I
loc DB 632, PG 247 rr1 I
oc � 1C_ PB 20, PG 86 � v
I I / tOC�� V� / 0p7 _00 LOC_ LOC__ zj Z 0p
c> x
VICINITY MAP I -- o YDS o�9�—���C N D
60 R/W - pUBI E 1 S� m I
NOT TO SCALE _ _ _ C S 007 o
_ 5/8" 5/8,. 1 I TREET \ s1`\ -i o
---�LRB ER — \ \ - CONSTRTEMPICTION RA Yo / o 00� \co6g\ 1" o EIP X
� O ENTRANCE SOC oEIP
EROSION CONTROL NOTES INV
NOTIFICATION OF COMBINED SELF-MONITORING AND ECM ', // /' i \� 00) \�� 1" 300.33
ym Z N
SELF—INSPECTION FORM: CONTROL CORNER \ 20,718 SF o o 07 E
1. ALL INLET OUTLET PROTECTION WILL BE CHECKED FOR N 561,008.282
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. E 2,004,315.233 0.48 AC �007 Sr\mac o
NC GRID NAD 83 �/ Sri LOC ,
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN v / \ \c0j �Lpc_ 1" EIP __Loc LOC LOC
AND INLET PROTECTION DEVICES WHEN THE STORAGE 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR (2011) \ / \
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH \ / o� O o / \ `ool �ooi g - 00� 00� 00l o0
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL ., / Q- A n -�-oo� 30�
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED 1"EIP ` 001 1
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL �O `" \
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING (BENT)
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE \ O / / p J / o
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT _
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT \ 20,071 SF \ \ / Q�� oo ' \ // _ �� 1„ (BENT)
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS I 0.46 AC // -� `J J� 20,160 SF EIP
PROPER BARRIER. AND NPDES SELF-MONITORING REPORTS DWQ AND DEMLR \ o / / Q / 0.46 AC
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION \ // / ^ _VARIABLE DRAINAGE / I 12 X298171'
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING o 2� ESMT �`
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED W �g "
PROGRAM OF THE NPDES STORMWATER PERMIT FOR LQCy� - 20,214 SF / -' r EIP
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE CONSTRUCTION ACTIVITIES. THE FOCUS OF THE \ / '�Q� III
OR AT THE EARLIEST POSSIBLE POINT DURING LIMITS OF CONSTRUCTION `0 �o•�� EOc 0.46 AC /
SELF -INSPECTION REPORT IS THE INSTALLATION AND pG/ 305. 308 � /_ 1
CONSTRUCTION. 1
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL \ 2.1 AC �� ,��;-- LOCA EOor / LANDSCAPING EASEMENT I
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES MEASURES ACCORDING TO THE APPROVED PLAN. THE I / /�/!� �° J \ �
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND O you`
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: 20,149 SF - z 1__�g0 R RAIN E — � DITCH #1 / / 1
DESIGN MANUAL. HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION 0.46 AC moo/ -� /W (PUBLIC E �qNE _ ' \
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR Q \ & UT/LI �o / 41
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, LINE THIS DITCH WITH NAG C125 o 3o3Y ACCESS) \°
\11LAND DISTURBING ACTIVITIES. 910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT (919) OR EQUAL/ o ��Op)
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE 791-4200.
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS --- ° / 307 \ \ 11
1 \
WHEN TRACKING OCCURS.� -
__ _ _ 302
() 63,154 SF
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE 25 >
=
GRADING NOTES
FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DITCH #2__ / � -- 1.45 AC
DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF DITCH #4 00 �� 0
DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, \ ' DITCH #33
THE PAVEMENT, UNLESS OTHERWISE NOTED.
TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL r
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL 9S o
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. �� o
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE - O I v _ � n I CHECK DAM r �, ,�0 11 � � I � � � 41 /
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES O 00
WITH THE APPROVED EROSION AND SEDIMENTATION / WITH WEIR / n ♦ __-- .' 1
MUST BE NO LESS THAN FIVE FEET FROM THE 20,059 SF / o0 0 2 8.73 1
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND (TYP) /
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT 0.46 AC !� �^ \ LP T_ /
MORE THAN 24 HOURS. MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY A � oo r �I-
--290.68
I
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. I VARIABLE DRAINAGE °�i 292 / vo-
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE ESMT Q- LP�/1�/ �7 olio ` \ �� LINE THIS PORTION OF THE y ❑
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING o y _ _ tfy DITCH WITH NAG C125 \_. Q w
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, J r 1�. p w
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL \°` ��o0 23,486 SF • 1 / \\%li OR EQUAL
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON o0 0>
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND I > 0.54 AC 1 Ala - �f0 0 10
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR HAS BEEN COMPLETED l �o � c�I�-� '�! � � oOT ooh 7 O � � �
ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE / I oo� r,. 'o W I
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED }� 1 1 -.VARIABLE DRAINAG \ 34,586 SF I � j 1
CONTRACTOR AND THE OWNER TO PROTECT ADJACENTo
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL I LINE THIS PORTION OF THE /I �g ESMT > 0.79 AC y� - a I
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING LIMITS OF 1 1
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING �j I DITCH WITH NAG C125 \°° I
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR CONSTRUCTION \ Z I
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY THE UNDERGROUND UTILITY PIPES, CONDUITS, OR EQUAL 26,598 SF \ l I 1 I
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER 0.61 AC O oo \ TEMPORARY SEDIMENT TRAP #2 1 � �
OR (TYP)
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN 5 o I - O > ��° L=50', W=21', D=3.5'
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ° SIDE SLOPES= 2:1
CONTROL MATTING, AND/OR SODDING AND STAKING IN THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE & WIFE, '� I ^ \ \ I 24,206 SF \\ 57 I o 1
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE o TOP OF BASIN: 291.5'87� I
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE APIS - EXISTING' 46,137 SF n OOH 0.56 AC oo� �
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON 1 BOTTOM OF BASIN: 287.5'
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TANK 1.06 AC N/F
AREAS TO BE PAVED. 121 TANK O 6 \ \ I I I I 15' EMERGENCY SPILLWAY: 291.0' JUAN FIGUEROA &
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS - � EXIS flNc.,, 1 / � O * � � �
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL SIDE SLOPES OF BASIN ARE TO MARGARATHE M. FIGUEROA I
OPERATION. Y1a SN n �) BE SEEDED WITHIN SEVEN DAYS. 1
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH � � 48,374 SF .� '--�;. � - .t, � .v DB 771, PG 10
FINAL STABILIZATION AND PERMANENT VEGETATION HAS 1.11 AC `� / PB 20, PG 9
DURING AND AFTER GRADING BY THE CONTRACTOR TO
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR TEMPORARY SEDIMENT TRAP o 1" EIP °P 1
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT # s ' ' '
APPROVE THE ACTION PRIOR TO REMOVAL. IS DETERMINED THAT THERE IS A SLOPE STABILITY L=60', W=26', D=3.5' 07 I (PINCHED) CONTROL CORNER
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. 1
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED SIDE SLOPES= 2:1 / ' I W \ o °P �I N 560,591.970 1
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION E 2,005,086.322 1
ACTIVITY. 7. STOCKPILE AREAS THAT WILL EXCEED 10' ' IN HEIGHT TOP OF BASIN: 284.5 1 �/ \11 W w I
� NC GRID NAD 83
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BOTTOM OF BASIN: 280.5' . o _(201 1) 1
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL BY SILT FENCE. 115' EMERGENCY SPILLWAY: 284.0' / I e
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION / _ I EIP
*
ACTIVITIES. 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL SIDE SLOPES OF BASIN ARE TO BAD SEPTIC SOILS SOUTH -1 J v �- (PINCHED)
�
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE OF THIS LINE
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS BE SEEDED WITHIN SEVEN DAYS. / \ \ \ I
r � I
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES IN PROGRESS. / 54
�,_�i
PERFORMING WORK ON THIS PROJECT. 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN N/F r� �N
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO W.S. WELLONS FOUNDATION 55
HANDLE THE STORM WATER ARE CONSTRUCTED. THE \ \ � � � ��-�` \ DB 1958, PG 97 I r'
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN 53 PB 20N/F 56 I
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE w v i , PG 9
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE \ JUAN FIGUEROA &
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. \ i 11
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN \ N/F ` I MARGARATHE M. FIGUEROA 1
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED TO IMPLEMENTATION OF THE CHANGE. \ DB 1958, PG 97 W.S. WELLONS FOUNDATION DB 759, PG 709 JUAN FIGUEROA &
GU
SLOPES AND FILLS SHALL BE NO GREATER THAN THE SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR / P °P�� PB 20, PG 9 MARGARATHE M. FIGUEROA
I / \ ` I I I
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR PB 20, PG 9 DB 802, PG 745
11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR \V I, 4,
OTHER ADEQUATE EROSION CONTROL DEVICES OR _ /oP�� PB 20, PG 9 1
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 ` I
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, TEMPORARY EROSION CONTROL BLANKET OR EQUAL / / \ - �� 4' `L1
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY SUBSTITUTE. I 0?\- / r 52 y
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED 12. ALL EXCESS MATERIAL SHALL BE HAULED OFF SITE TO AN .' \ \1`1 � __14/ \V
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. APPROVED RECEIVING SITE. / �P�� t N/F / J
' W.S. WELLONS FOUNDATION
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR LEGEND: Qo EIP-EXISTING IRON PIPE PB 20, PG 9 I / ) `4/ �� DB 1958, PG 97 1" EIP op_
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION EIP (PINCHED) 2
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN I I I I I v I i I
14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS EIR EIR-EXISTING IRON ROD
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION ENL0O ENL -EXISTING NAIL
DEVELOPMENT. ERB
OERB-EXISTING REBAR
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONTROL MEASURES SHOWN AND ANY ADDITIONAL o COMPUTED POINT oe ' ✓ __ / /
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING41I
N/F -NOW OR FORMERLY � � � 51 \N �
THE COURSE OF CONSTRUCTION. °e '
R/W —RIGHT OF WAY 1" EIP
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS o
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS RCP - REINFORCED CONCRETE PIPE / \ r _ - (PINCHED) I �I N/F GROUND STABILIZATION CHART
1
HEREIN. PROPERTY LINE I ' r 50 W.S. WELLONS FOUNDATION
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT f DB 1958, PG 97
ARISE ON SITE IS BILLY WELLONS. CONTACT 910-436-3131. — ADJACENT PROPERTY LINE I I r� `� I PB 20, PG 9
- - RIGHT-OF-WAY
-�
I .- 47
r
STABILIZATION TIME
�
r 48 \
49 2
N/F I
JAMES MUNCY
SIDSTORM DRAINAGE
1264
I
N/F
DB 2424, PG 503
OVERHEAD UTILITY
I N/F
N/F
DARREL EDWARD FOWLER
I PB 20, PG 9 I /
PERMANENT EASEMENT
ELMO M. JONES, II
DARREL FOWLER
DBPB820, PG 971, PG 82
♦ ♦'
- - BUILDING SETBACK
DB 1966, PG 674
I PB 20, PG 9
DB 3020, PG 175
I PB 20, PG 9
IF SLOPES ARE 10' OR
I 1" EIP
(PINCHED) /
Loc LIMITS OF CONSTRUCTION
LESS IN LENGTH AND ARE
THAN 3:1
I
_ — o
- - - -UTILITY EASEMENT
I
I
SLOPES 3:1 OR
1" EIP
7 -DAYS FOR SLOPES
S F SEDIMENT FENCING
I
1 EIP
1" EIP (PINCHED)
(PINCHED)
olv DIVERSION BERM
TREE LINE
- - -
— o (PINCHED) —
-
ALL OTHER AREAS
I
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
BUTTE STREET
f '.a CHECK DAM WITH WEIR
/
HQW ZONES)
P
60' RAW - UBLIC
X 208.47' SPOT ELEVATION
I
BENCHMARK
_
PP • UTILITY POLE
C GUY WIRE
© CABLE PEDESTAL—
® 0 ASPHALT
-
- - - - - --� -
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
1264
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
1
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,
I
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
I
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
/
HQW ZONES)
I GRAPHIC SCALE
Know what's below. so 0 25 so 100
Call before you dig. 111!" 1
( IN FEET )
I1 inch = 50 ft.
I
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
200
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
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
GRADING AND
EROSION
CONTROL PLAN
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
1
I
I
/
I
I
I
/
I
I GRAPHIC SCALE
Know what's below. so 0 25 so 100
Call before you dig. 111!" 1
( IN FEET )
I1 inch = 50 ft.
I
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
200
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
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
GRADING AND
EROSION
CONTROL PLAN
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
DRAWING SCALE
HORIZONTAL: 1"=50'
DATE RELEASED
JUNE 29, 2017
SHEET NUMBER
G3.0

5/8 ♦ f 85 ^1
p —�--�— ERB \ ♦ /
N/F
\ WELLCO CONTRACTORS, INC.
DB632,
67
20, PG 86
I 5/8„ \
I \
CYPRESS ERB
` I �— �, �--�,
DRIVE 92,/ 93 , \ �♦
SITE
y I N/F N/F \ \ 6+22.9
JACQUELINE J. BUNTING & HUSBAND,
TONY L. BUNTING WELLCO CONTRACTORS, INC. . ` REDUCER
DB 2281, PG 975 DB 632, PG 247 6+27.9
I PB 20, PG 86 PB 20, PG 86 ♦ • 2" BO
5/8"
I / ERB 1" WATER SERVICE
J �
z NORTH I -0+07.;
�� va
I I 8" GV -
VICINITY MAP / 1IP
I -_ o
NOT TO SCALE
=
5/8" ER� FH
_ 0+36.3
LRB
J 1
s ECM
W
Lu
> N
U
❑ J
0 m
J r
CL)
0
6+10.3
8" GV 6+05.5
8 X8" TEE
5+97.9
8"X8" TEE
N
t
0
i
0
1" EIP
(PINCHED)
(LAID OVER)
f�25;
N/F
WELLCO CONTRACTORS, INC.
DB 632, PG 247
PB 20, PG 86
5+p0
CYPR
&P
60, %W — P DRIVE
PUBLIC STREET
4+60
I �
I �
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I
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N/F
WELLCO CONTRACTORS, INC. 1
DB 632, PG 247 rr1 I
PB 20, PG 86 v
Ln
0 ox 1
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fJ D
m
o 10
EIP1" O 1 [ml D i
OEIP EIP �— O \
3+00 1„ INV JACK AND BORE m Z `12"X8" TS&V
CONTROL CORNER / 300.33 50' WITH 16" CASING �0+04.66
20,718 SF EIP
/
UTILITY NOTES
N 561,008.282
i E 2,004,315.233 0.48 AC
NC GRIDNAD83 / V��� / � I 1" EIP
201 "
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE 1�� ) 2+00 (PINCHED) W$ 0+00 —0+25
AS-BUILTS DURING THE CONSTRUCTION OF THE WATER s 8° / `� - 1+00 YY
LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON ERB \, \ / ��rJ� ; 1" EIP 1
(BENT) 20�Dl
THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN J O UNDER STOR
DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A �, s. � �y 13 _ I
MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE
CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO 20,071 SF �� "�. FH /QSF
- 1 (BENT)
THE OWNER TO BE USED FOR THE WATER LINE 0.46 AC X�. 2+11.9 / `J J� 20,160 0.46 ACC
EIP O 1
10' UTILITY
CERTIFICATION AT THE COMPLETION OF THE PROJECT. \ \
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY \ \ ESMT /\o, s' 12 INV
.17
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 8"X2" TS X�0 0 + + 20,214 SF CI?�� 298 '�i — 1"
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING 2+33.3 s� ^ 0.46 AC / �I EIP
ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED oX _ -
WORK. REDUCER ! oo _ �� 30'X10' UTILITY
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY oo
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL 3 2+43.3,/ ESMT r \ \ I
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL OO 2 BV
�- - 2" BO \
REGULATIONS / // AI --1+74.9I \ / u ► 1
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS 20,149 SF ! W2 so, R R NTRE
0.46 AC / o+o9.s �W (P(JBLrC E SANE
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE _ \
TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY // 'L� 2" G� 1y2 & �TrLITy AC
CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT. _' _ CESS) 2" GV / 4, I
6. MINIMUM SEPARATION BETWEEN SEWER (STORM OR � / ,�/ � /
SANITARY) AND WATER LINES SHALL BE 10' HORIZONTAL OR \1+77.1
18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM
VERTICAL SEPARATION BETWEEN SANITARY SEWER AND \ i 5'X10' UTILIT \ N oxo \ 11 \ \
STORM SEWER SHALL BE 24" UNLESS NOTED OTHERWISE. 0.81+g:"M \ ' M ESMT + 0 1 I 63,154 SF \
7. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE 10' UTILITY -�, , _ -_ 1.45 AC ♦, / \ \
TESTED IN ACCORDANCE WITH HARNETT COUNTY PUBLIC ESMT ------ - 10' UTILITY I I
UTILITIES AND NCDENR TECHNICAL SPECIFICATIONS. \ I I �1 " \ ESMT /
8. ALL MATERIALS SHALL BE APPROVED BY HCPU BEFOREwM;2+s�
INSTALLATION. _ ,3
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD \ \ - ` / , 2+737
AND HCPU A MINIMUM OF 48 HOURS BEFORE 20,059 SF / J / 298.73 IN
CONSTRUCTION OF THE WATER LINE BEGINS. THE 0.46 AC \ + / ! �` ♦ _ /
CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF / I ♦ dY2 �/
290.68 I
RECORD AND PWC 48 HOURS IN ADVANCE OF ALL TESTING. \ / � O I \ � / •sem I i �, - � ❑
10. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING W y ~
_ - - o W
SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE \ ^ � - w
LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS _ Bp 23,486 SF 2gS `I 1
RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE 15'X10' UTILIT + �3+66.9 0.54 AC 10' UTILIT i — — 10 \ 41 � � - --w 41 �
of
FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION. - - - - - ESMT �� I ESMT v \ O s/ � I L
w 34,586 SF m
11. ALL ELEVATIONS ARE IN NAVD 88 DATUM. \ �� / I O v w 0.79 AC \ �� y` _,295 a
6,598
LEGEND: / o / 20.611 ACF
EIP Oo EIP-EXISTING IRON PIPE N/F � -f�
EIR 00 EIR-EXISTING IRON ROD ANGELO K. HASAPIS & WIFE, O 24,206 SF \ \ �� —.I. t \ 57,/ I X CD
ENL KELLEY B. HASAPIS
0.56 AC
46,137 SF / �.� Cn
O ENL -EXISTING NAIL �_ 1.06 AC 7` _ 6 I \
O ERB-EXISTING REBAR N/F
ERGDB 1402, PG 121
JUAN FIGUEROA &
ANK MARGARATHE M. FIGUEROA I
° COMPUTED POINT � 48,374 SF �'
.t'� .t� DB 771, PG 10
N/F - NOW OR FORMERLY 1.11 AC \
PB 20, PG 9 I
1" EIP -_PPS v
R/W - RIGHT OF WAY O / ' (PINCHED)
i CONTROL CORNER
RCP - REINFORCED CONCRETE PIPE o °P N 560,591.970
PROPERTY LINE `� �� y nEic2,005,086.322
GRID � A�383
— ADJACENT PROPERTY LINE / I \ \_ s' .v w w y O (2011) 1 I
RIGHT-OF-WAY
\ 1„ EIP � 1
so STORM DRAINAGE (PINCHED)
/ I \ f\ 54 i I
OVERHEAD UTILITY / I
PERMANENT EASEMENT / `� \ N/F I (� 55\� I I
W8 8" WATER LINE \ w w-� -
/ \ W.S. WELLONS FOUNDATION
DB 1958, PG 97 ' 1
W2 2" WATER LINE \ / \ 5356
PB 20, PG 9 JUAN FIGUEROA &
BUILDING SETBACK �! 1 N/F ` I MARGARATHE M. FIGUEROA I N/F 1 I
- UTILITY EASEMENT
_/ / _ W S DB 1958, PGFOUNDATIONFIGUEROA
DB 759, PG 709 JUAN FIGUEROA &
TREE LINE 1
. " � oP�-� \ ` I PB 20, PG 9 I MARGARATHE M. FIGUEROA I
PB 20, PG 9 DB 802, PG 745
X 208.47'SPOT ELEVATION - — - � `l' `I' `I' `�' `t'� I PB 20, PG 9 1 I
BENCHMARK � / _ may- ,l, �, �, �, �, ,� % �, �, \
/ / 1
PP • UTILITY POLE 52
N WATER METER
FIRE HYDRANT %OP` N/F / J
GUY WIRE \ / y \4, \,_- 11, y W W.S. WELLONS FOUNDATION 1" EIP
/' ) oP� DB 1958, PG 97
© CABLE PEDESTAL \ „' v y \ PB 20, PG 9 (PINCHED 1
0 ASPHALT
51
\ -
7PIN
EIPCHED) / � � _— N/F /
1
I W.S. WELLONS FOUNDATION / ♦ /
50 i DB 1958, PG 97 A
149 I N/F PB 20, PG 9
I \ 47 1 r'48^\ JAMES MUNCY I //
N/F DB 2424 PG 503
N/F /
M I DARREL EDWARD FOWLER I PB 20, PG 9
N/F I / /
co I PIG
ELMO M. JONES, II DBP6820, PG 982 I 1" EIP /
q DARREL FOWLER
DB 1966, PG 674 DB 3020, PG 175
q I PB 20, PG 9 OPINCHED)
PB 20, PG 9
- — I
1" EIP
I 1" EIP (PINCHED)
(,p 1 EIP — — I (PINCHED) —
— _ — — COJ (PINCHED) — _ _ — _ O — T pRNE /
.1 GUTTER PUBLIC STREET
60'
I GRAPHIC SCALE
50 0 25 50 100
Know what's below.
Call before you dig.
( IN FEET )
I1 inch = 50 ft.
I
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
200
cvsite
il
solutions
ng
I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
'`NIICARO �/k/
'Q �•
• SEA02
_
I
OTT
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
UTILITY PLAN
PIN# 0506-40-6714
0506-40-5495
0506-50-0642
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
DRAWING SCALE
HORIZONTAL: 1"=50'
DATE RELEASED
JUNE 29, 2017
SHEET NUMBER
C-400

320
315
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300
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+00 6+52.87
—H
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2' 60
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315
310
305
300
295
290
285
280
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270
7+00
y
9
GRAPHIC SCALE
xx 0 xx xx xx xx
( IN FEET )
1 inch = XX ft.
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
www.4Dsitesotutions.com
uCA RO
• Q SEA
02
U6%2�-1"7
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
PROFILE
WATER MAIN
EXTENSION
ON CYPRESS
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
— —��
�
GRpUNp
EXSTNG
—
-------------
42" MIN COVER
---
-------
-------
2" SDR21
WATER LINE
\
AND BORE
WITH 16" CASING
24" RCP
JACK
50'
EXISTING 12"
WATER LINE
PPROX LOCATION
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315
310
305
300
295
290
285
280
275
270
7+00
y
9
GRAPHIC SCALE
xx 0 xx xx xx xx
( IN FEET )
1 inch = XX ft.
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
www.4Dsitesotutions.com
uCA RO
• Q SEA
02
U6%2�-1"7
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
PROFILE
WATER MAIN
EXTENSION
ON CYPRESS
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
JUNE 29, 2017
SHEET NUMBER
C-5.0

0
II
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0+36 3
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0 I 13 12
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ESM oX%
2+33.3 oo
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�+ 003 50' R/W (PUBLIC & UTILITY ACCESS)�+77 1 \ \ 6145 AC
W2
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o 9
34,596 TOA
I 7
1 I 0
/ 7 UTILIT N+ \
+ 1 ESMT -4 4B6 SF \
♦ X90.68 / 20.54 PC I v w \
320
315
310
305
300
295
290
285
I
275
270
ZA OHV:IQW'Aua
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 3+00
0
+00
ms's '0X25 0 {
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0-1
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315 315
310 310
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300 300
295 295
290 290
285 285
280 280
275 275
270 270
00 -iP 04
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U N O
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CD 1
ai Ll
1101
'(ss300d ),inlln v onand) nn/a ,os
84 3k -
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- -_ _ \ h8 kip WM: 3+97.7
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TUPELO ROAD
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 4+00
HIGH POINT ELEV = 308.30
01
o
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-
CHRIS
OO
CHRIS
O�
SCOTT
00
0
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II
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w
1264
HIGH POINT ELEV = 303.28
HIGH POINT STA = 1+22.59
PVI STA = 1+68.78
N PVI ELEV = 302.77
A.D. _ -3.08%
o K = 30.00
"� 92' VC
II
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TUPELO ROAD
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 4+00
HIGH POINT ELEV = 308.30
01
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-
CHRIS
OO
CHRIS
O�
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00
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HIGH POINT STA = 0+73.34
PVI STA = 1+85.53
PVI ELEV = 307.40
A.D. _ -7.48%
K = 30.00
224' VC
CHRIS
CHECKED BY:
SCOTT
00
0
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II
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1264
V
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U-1
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320
315
310
305
300
295
290
285
280
275
270
0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
`````'`N IICA RO ��'''
��=Q�•;pFESS/OC/''�
• c SEA02
1 NS
_
1// O 1 1111g�
04 22 1�
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
PROFILE
RAINTREE LANE
& TUPELO ROAD
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
DRAWING SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
DATE RELEASED
JUNE 29, 2017
SHEET NUMBER
■

COMPACTED
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
N
00
COMPACTED
C UNLESS TESTED
GEOTECH
NTS
1 LIGHT DUTY PAVEMENT
10
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
GERMAN MILLET 40
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBJACRE.
SEEDING DATES:
MAY 1 -AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
SEEDING DATES:
AUGUST 15 - DECEMBER 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
TEMPORARY SEEDING SPECIFICATIONS
DRIVE STEEL POSTS 18" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND
NOTES:
MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8" THE BOTTOM OF THE FENCE 8" INTO THE
TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT
TIME FRAME
POSTS. 4" IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
TOP & BOTTOM STRAND
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
WIRE
7 DAYS
NONE
2. FILTER FABRIC SHALL BEA MINIMUM OF 36" IN WIDTH AND
STEEL POSTS
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
A
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
21" MIN BY-PASS
EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
E WIRES
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
N. 12-1/2 GA.
6" BELOW
*MIN
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
THE SELF FASTENER ANGLE STEEL TYPE.
SLOPES STEEPER
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
LESS IN LENGTH AND ARE
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
4' MIN.
THE DEVICE SHALL BE MADE IMMEDIATELY.
IR;:
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
i Imo' j'
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
�---_-__ .'!
PRESSURE ON THE FENCE AS NEEDED.
STEP 1 STEP 2 U
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL
REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
CONTRIBUTING DRAINAGE AREA IS STABLE,
TRENCH AND TURNED OUT 4" IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
14 DAYS
PERIMETERS AND
POSTS MAX 8'0.C.
FENCE "HOG WIRE"
A
R FABRIC
JRFACE AREA
4RE STAPLES 1-1/2" LONG
1:1 SIDE SLOPE MAX
OM OF WIRE FENCE AND
ER FABRIC BURIED 8" IN
wAVATED TRENCH & TURNED
IF
4" IN THE TRENCH
SLOW
STEEL POST DRIVEN
24" INTO GROUND
�I11
STEP 3 STEP 4
SECTION A -A
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
■
T
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER NTS
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
SILT FENCE
(FT.)
VARIES
(SWALE)
Q
U
o
N
\
3 \���//i\/'\ 3
6'
(SHOULDER)
.5' CARRY BASE COURSE 6"
BEYOND SURFACE COURSE 2%
8%
COMPACTED
SUBGRADE
20'
2%
�-
GEOTECHNICAL ENGINEER SHOULD BE
CONSULTED TO DETERMINE DEPTH OF ABC
NEEDED TO MEET NCDOT REQUIREMENTS
2 ROADWAY TYPICAL SECTION (WITH DITCH)
SEEDING SPECIFICATIONS
SEEDING MIXTURES:
TALLFESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES RATE (LB./ACRE)
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT')
SEEDING DATES:
COASTAL PLAIN: APR. -JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A
COPY OF THE AMENDED PERMIT.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR
OR THE ENGINEER.
6'
(SHOULDER)
.5'
8%
\\/\\/\.�\
1
3
THIS IS FOR
FILL SECTION
USE 3:1 CUT SLOPES IN CUT SECTIONS
NTS
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
STABILIZED.
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
6 GENERAL EROSION AND SEDIMENT CONTROL NOTES
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
CROSS SECTION OVERFILL 6" FOR
SETTLEMENT
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
21" MIN BY-PASS
WATER (HQW)
7 DAYS
NONE
ZONES
6" BELOW
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
4' MIN.
OF DAM
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
35X OF SURFACE AREA
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
NTS
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
CENTER OF THE DAM IS
A
TO BE 9" LOWER THAN
THE EDGES (MIN)
TO FORM A WEIR MIN.
�I \
9" MIN. Q°
CENTER OF THE DAM IS
TO BE 9" LOWER THAN
FILTER FABRIC THE EDGES (MIN)
TO FORM A WEIR
CHANNEL OR DITCH CLASS A OR B EROSION
APPLICATION A CONTROL STONE 24" MAX.
AT CENTER
MAINTENANCE
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
CASE LESS THAN ONCE PER WEEK FILTER FABRIC
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS NTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE
HEIGHT OF THE WEIR.
3 CHECK DAM WITH WEIR
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET
IN LENGTH AND 12 FEET IN WIDTH THICKNESS - 6 INCHES MINIMUM
WITH 20 FOOT RADIUS AT EXISTING WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
ROADWAY POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36'-0" MIN 4'-0" 10'-0" AREA, WHICHEVER IS GREATER
6"� LENGTH - 50 FT. MINIMUM.
p LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
FILTER FABRIC CONSTRUCTION VEHICLES. AVOID STEEP GRADES
2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
z,ol
9 /
MAINTENANCE
' MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
SQ' REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
PUBLIC ROADWAYS.
NTS
7 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
S9.5B
a B25.OB
COMPACTED
SUBGRADE
MILLING REQUIRED ONE FOOT AT DEPTH OF 1.5"
ON EACH SIDE OF PAVEMENT CUT
5 PERMANENT SEEDING SPECIFICATIONS 1 8 GROUND STABILIZATION CHART 1 9 FULL DEPTH PAVEMENT PATCH
DRIVE POSTS 24" INTO THE GROUND
MAXIMUM 4' O.C. AND EXCAVATE A 4" X 8"
TRENCH UPHILL ALONG THE LINE OF
POSTS.
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
EXCAVATED TRENCH AND TURNED OUT 4" IN
STEP 1
ATTACH THE JUTE NETTING OR OTHER FABRIC
APPROVED BY THE ENGINEER TO THE STAY WIRE
AND POSTS, EXTEND THE BOTTOM OF THE FABRIC
8" INTO THE TRENCH AND TURNED OUT 4" IN THE
TRENCH OR USE 8" EROSION CONTROL MATTING
STAPLES.
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
THAN THE WEIR.
STEP 3
STEP 4
NOTES:
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
ACCROSS THE BASIN OR TRAP.
4. POSTS FOR THE BAFFLES SHALL BE 4' OC.
MAINTENANCE
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES WHEN THE SEDIMENT IS REMOVED.
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
NCDENR REPRESENTATIVE, THE ACTION WILL BE
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS
STABLE.
4. PLACEMENT OF BAFFLES:
INLET ZONE- 35% OF LENGTH FROM ENTRY POINT
FIRST CELL - 25% OF LENGTH FROM INLET ZONE
SECOND CELL - 25% OF LENGTH FROM FIRST CELL
OUTLET ZONE - 15% OF LENGTH FROM SECOND CELL
POSTS MAX 4'0.C.
TOP STAY WIRE OR ROPE
- JUTE NETTING OR EQUIVILENT
BOTTOM OF FABRIC BURIED 8"
g IN EXCAVATED TRENCH &
= TURNED OUT 4" IN THE
Q TRENCH, OR PINNED WITH 8"
w EROSION CONTROL MATTING
= STAPLES.
�FLQw
STEEL POST DRIVEN
24" INTO GROUND
SECTION A -A
BOTTOM ANCHORE
POROUS BAFFLES
PERSPECTIVE VIEW
z
NTS
�, , ,,,, NOTES:
�_����
1.5' 1. USE FOR DRAINAGE AREAS NOT
1' THICK #57 FILTER STONE ` EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED W/
3600 CU. FT/ACRE SEEDING ACCORDING TO SPECIFICATIONS.
ti in
3.FILTER STONE TO BE A DEPTH OF
MIN. 1 FOOT ON THE DAM SIDE
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
www.4Dsitesotutions.com
• Q SEA
402
Z///,CO
'', O 1TT
1111�v,
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
SITE AND
EROSION
CONTROL
DETAILS
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
FILTER FABRIC
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
CROSS SECTION OVERFILL 6" FOR
SETTLEMENT
EMERGENCY
21" MIN BY-PASS
6" BELOW
SETTLED TOP
\�
4' MIN.
OF DAM
1.5'
INLET ZONE
35X OF SURFACE AREA
2:1 SIDE SLOPE MAX
FILTER FABRIC
MBER
EXIST. GRADE
JRFACE AREA
1:1 SIDE SLOPE MAX
n
CLASS B RIP RAP
3' MIN.
MAINTENANCE STONE SECTION
DESIGN OF SPILLWAYS
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND
DRAINAGE AREA
WEIR LENGTH
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE
(ACRES)
(FT.)
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF GRAVEL FACING.
1
4.0
2
6.0
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OF PIPING. PERIODICALLY CHECK THE DEPTH OF THE
3
4
8.0
10.0
SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY
5
12.0
FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED
FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
DIMENSIONS SHOWN ARE MINIMUM
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM
NTSTHE
TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
NTS
L12 TEMPORARY SEDIMENT TRAP
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
www.4Dsitesotutions.com
• Q SEA
402
Z///,CO
'', O 1TT
1111�v,
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
SITE AND
EROSION
CONTROL
DETAILS
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JUNE 29, 2017
SHEET NUMBER
e�
■

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EXISTING a BACKFILL TO EDGE civil engineering land surveying
STEAMER ROAD a 9 9 i Y 9
AS SHOWN PRECAST CONCRETE ROAD SHOULDER _ a ° 409 Chicago Drive, Suite 112, Fayetteville, NC 28306
EDGE CONNECTION / d ° d - office 1910-426-6777 fax [phone] license number C-2354
RING TO BE EXPOSED PROTECTION RING OF ON PLANS PROTECTION RING — /r/
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PIPE NIPPLE 4-3/4" TIE RODS WITH BRACKETS PIPE O.D. + 24" FOR PIPES OVE8" FOR PIPES R R333'0 DD 'I"Il"„
6" HYDRANT TEE WEEP HOLE TO NOTE: U 6 %2 �— J"7
(SEE DETAIL) REMAIN OPEN
NOTE: 1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, VALVE BOX VALVE OPERATOR NUT
TIE HYDRANT TO MAIN LINE 2'-0" 45° BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
MIN 18" MAKING A COMPLETE SERVICE CONNECTION.
PIPE NIPPLE 2" DIA MIN. 1/3 C.Y. AT 3000 P.S.I. W/TIE RODS IN LIEW OF CONIC. REVISIONS
7BLOCKING IN SANDY SOIL. 2. SERVICE PIPING TO BE 3/4"
WITH THREADED PORT 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
2" 2)
NOTE: SEE TYPICAL VALVE BOX DETAIL NTS NTS NTS NTS
FOR BRICK INSTALLATION
1 PERMANENT BLOW -OFF ASSEMBLY 2 FIRE HYDRANT ASSEMBLY INSTALLATION 3 TYPICAL WATER SERVICE CONNECTION 4 TYPICAL VALVE BOX DETAIL
LAYING
CONDITIONS DESCRIPTION PROJECT USE
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL.
12° 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.
/\\ \\!' 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
NOT USED. WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
\ /j FLAT BOTTOM UNDISTURBED
24"x18" RECTANGULAR\i
VALVE BOX EARTH TRENCH, LOOSE BACKFILL BLOCKING.
\\ \\ NOTES: 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN
ON THE THRUST BLOCKING SCHEDULE.
1. INSTALL METER AT R/W
/7 2 "TWO (2)-3/4"
2' /4" SERVICE LINES MUST BE INSTALLEDINSIDE X
TYPE 1 3 "TWO (A) 3" SLEEVE.E LINES MUST BE INSTALLED
INSID17„ � 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE. �(
5. SEE DETAIL FOR SERVICE MATERIAL AND METER
SETTING PROJECT NAME
6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
\\ OF DITCHES.
j/\ 7. CONDUIT MUST EXTEND PAST PROPOSED SIDEWALK.
\ FLAT BOTTOMED UNDISTURBED EARTH NOT USED. 6" MIN.
\\ TRENCH. BACKFILL LIGHTLY r ROLLING
\\ CONSOLIDATED TO CENTERLINE ~
VAA \j� OF PIPE. w Z
/\ V� a —
� J
ISOMETRIC ' d A A SPRINGS
PLAN
A TYPE 2
6" MIN.
1' R/W q X SECTION 8
6' A
\\
\\% ALL DUCTILE MIN.1/3 C.Y. AT 3000 P.S.I. HYDRANT TEE
18„ 2a"\\ PIPE BEDDED IN 4" MININUM PLAN TEES
/\ JOB EXCAVATED MATERIAL. IRON GRAVITY SIDEWALK
\\ �\ BACKFILL LIGHTLY CONSOLIDATED SEWER LINE. PLAN BENDS
TO TOP OF PIPE. 18" MIN.
\
ABS PLASTIC 2" PVC SLEEVE W/ 3/4" CARRIER
\\%\\%\\%\\%\\%\\%\\%\\%\\\� ' pr�
18"
TYPE 3
STREET m
ELEVATIONO ALL PVC WATER WATERMAIN Li U m WATER DETAILS
PIPE BEDDED IN SAND, GRANULAR LINE AND PVC
3 \%j MATERIAL OR GRADED GRAVEL TO FORCE MAIN. 12" MIN 18" MIN. — 10" o OR LESS
THE DEPTH OF 1/8 PIPE DIAMETER, SINGLE 3/4" SERVICES —
4" MIN. JOB EXCAVATED MATERIAL 0 24" MIN. 12" O OR LESS
COMPACTED TO 4" ABOVE TOP OF PIPE. R W
\� (APPROX. 95% STANDARD PROCTOR,
CAST IRON\/'�\j AASHTO T-99) METERS SHOULD BE
INSTALLED 3' OFF w w
TYPE 4 PROPERTY LINE a z
+++++ O0 J PIPE 90' BEND 45' BEND 221/2' BEND 11/4' BEND TEE PLUG
+
++ + +++ + SIGMA *++' Of SIZE A B A B A B A B A B C D
++ WATER +++*- 11"
++++++ METER + + + 4> 8" 12" 8" 8" 6" 6" 6" 6" 8" 9" 10" 16"
+ + + + + ALL PVC GRAVITY
+ + PIPE BEDDED TO ITS CENTERLINE 6" 10" 12" 8" 10" 8" 8" 8" 8" loll 1 o" 12" 18" CLIENT
+ SEWER LINE.
+ + + y++ >j IN COMPACTED GRANULAR MATERIAL 8" 15" 13" 10" 10" 8" 8" 8" 8" 10" 12" 12" 24"
\ + + + \%j- 4" MIN. UNDER PIPE. COMPACTED 10" 16" 14" 10" 12" 6" 10" 6" 10" 11" 14" 14" 25"
163/4° \'.+++ ++ GRANULAR OR SAND MATERIAL TO WELLCO
++ +++ \\�, 12'; 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30"
4"ABOVE TOP OF PIPE.
' + '// (APPROX. 95% STANDARD PROCTOR, 14 22" 18" 14" 16" 10" 14' 10" 14" 16" 18 18 34"
AASHTO T-99) 16" 26" 20" 16" 18" 12" 16" 12" 16" 18" 20" 20" 36" CONTRACTORS INC
i '•'/ ' 'i 'moi"'/'i ''i 'moi. 7
TYPE 5
NTS NTS NTS NTS
511 Highway 210 N.
Spring Lake, North
5 METER BOX DETAIL FOR 3/4" SERVICE 6 TYPICAL LAYING CONDITIONS 7 TYP. DOMESTIC WATER SERVICE DETAIL 8 THRUST BLOCK DETAIL Phone: [phone]
olina28390
Fax: [phone]
15.311
1.65 4.153 NOTES:
303 VALVE BOX
2 PL
6"-8" EXCESS PROJECT INFORMATION
1. LID SHALL BE PLACED ON PLACE EMPTY VALVE BOX AT INTERVALS WHERE
LOOPED IN BOX w
METERBOX WITH AMR PORTION TRACER WIRE VALVES DO NOT OCCUR & PLACE TRACER WIRE 1' FROM EDGE OF ROW o
4.153 IN Box• THRUST BLOCKING
.869 +10" a — — — — a ON STREETSIDE OF SERVICE. NOTE: NO. 1 a
2. ALL LIDS SHALL BE CAST DRILL HOLE METER BOX LID, CAST IRON
IN VALVE BOX PRECAST CONCRETE PROTECTION RING EXISTING WATER MAIN DESIGNED BY: CHRIS
10.068 + 10IRON AND APPROVED BY FOR TRACER WIR BACKFILL TO EDGE PE PLASTIC TO PROTECT
.123 HARNETT COUNTY PRIOR TO
FINISHED GRADE TAPPING SLEEVE 7 DRAWN BY: CHRIS
— — — —
Q WATER METER INSTALLATION.
w
9 CHECKED BY: SCOTT
._ll—IT— — n—IJ.>
02.0
NOTE: Ov PROJECT NUMBER: 1264
m
06,810 AT PIPE INTERSECTIONS, MULTIPLE
`! -1°DRAFT/SIDE R1.949 VALVES, RUN WIRE UP AT ONLY VALVE BOX VALVE BOX
3/4 Inch Gate Valve
0 ONE VALVE. Z Required on
02
800 .250 M Customer side
SINGLE 12 AWG SOLID CORE WIRE 3 " X 18" Within 12 inches of DRAWING SCALE
SERVICE LINE - B SS NIPPLE the Meter Box 0 TAPPING SLEEVE SHALL BE ROMAC BRAND
w p MODEL SST MANUFACTURED WITH 316
FROM STREET ❑O V STAINLESS STEEL.
3 NOT TO SCALE
z 1.025---T SECTION B -B TAPPING VALVE
�1s.zsWITH VALVE BOX
CO
SECTION A -A P.V.C. PIPELINE METER SETTER
CENTERED DATE RELEASED
NEW WATER MAIN
IN BOX METER TO BE INSTALLED P.R.V. Location down stream of the cut—off valve
o TRACER WIRE TO BE LAID __GATE VALVE BRICK SUPPORT
o UNDERNEATH WATER LINE
JUNE 29, 2017
METER SETTER WITH
Y 1.234 + 1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED DOUBLE CHECK VALVE
+ NOTES: 2. INCLUDE STONE IN PRICE OF METER BOX. (BACKFLOW PREVENTER)
SHEET NUMBER
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESS 3. METER SETTER SIZE AS NOTED ON PLANS.
.303 SECTION D -D 2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL. 4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
SCALE 2:7 ISOMETRIC VIEW NTS 3 BRASS SPLICE SCREW TO WHEN VALVE BOXING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A NTS NTS NTS
N
N
dC-6n 1
E
O
9 METER BOX AMR LID 10 TYPICAL TRACER WIRE INSTALLATION 11 TYPICAL 3/4" METER BOX INSTALLATION 12 TYP. TAPPING SLEEVE & VALVE ASSEMBLY

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
www.4Dsitesotutions.com
CARO �/Z/
S`=Q�,QF�SS /O C/'''
SEA02
_
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
EROSION
CONTROL &
WATER
DETAILS
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHANNEL INSTALLATION F1
F
L2 ✓A/% l�--�
J h
(� • • •
• r -./•
_ �� /\\\/\\\// \\ \ ` �' �' • �7--r
B"
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' . ' - % ' .� ,� ( • . • • •
/\ • • i' i ^ ^ ••
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% /• • % -J/ l �r (J;I0
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/\\//\\// 1 )i
2»-5»
/\\\/� ` 4 6»
6" _ + • • • , ", • , • ,
. .
\V.
® ®
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
DRAWN BY:
4.00'[122M]
] ' 8.00 [2.44M • •
2.00' [0.61 M]
4.00' [1.22M]
• •
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
1- 2.00'[0.61 M] 1.50'[0.46M]
3.00' [0.91 M] • •
4.00' [1.22M] • •
• T +{ 2.00' [0.61 M]
2.00' [0.61 M] •
• •41•
4.00' [1.22M]
00 • a.00' [1.zzM] • • •
• • • •
• •
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
® ®
1.50' [0.46M] 1.50' [0.46M]
3.00' [0.91 M] • • • 3.00' [0.91 M] • • • •
2.00'[0.61M] I • • • •
• •
4.00'[1.22M] 1 1.00'[0.30M]
• • • • _ • 2.00' [0.61 M]
-I 1.00' [0.30M]
• • • • • •
• • • • • • •
CHECKED BY:
NATURAL GROUND
MAX. SLOPE (TYP)
IN. /
NATURAL GROUND z_
1 / /
- \ \ / /
o0
Ill -
COMPACTED SOIL
###WHEN AGRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT
SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME.
TEMPORARY DIVERSION KEY NOTES:
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
FOR LESS THAN 30 DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
PROJECT NUMBER:
GRASSED OR RIP RAP LINED SWALE
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE SWALE.
SEE PLAN FOR WIDTH
EXISTING
GRASS OR RIP RAP LINING GROUND
SEE PLAN
1 SEE DEPTH PLAN FOR
1
SEE PLAN
( t SEE PLAN
= i l=1 I=} i 1-" CONSTRUCTION SPECIFICATIONS:
-III- 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
COMPACTED OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
SEE PLAN
SUBGRADE 2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
FREELY.
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
MAINTENANCE & CONSTRUCTION:
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30 CM) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT
• • • • • •
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD. NTS
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
NTS
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE.
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. NTS
THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK
OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE BLANKET.
2 STAPLE PATTERN FOR 8' ROLLS
3 TEMPORARY DIVERSION BERM
4 TYPICAL SWALE CROSS SECTION
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE
PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE
ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH
AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND
STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS.
USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE
CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM)
APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY ANCHOR THE BLANKETS.
A
NOTE:
B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
MAINTENANCE:
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE NTS
REINSTALLED.
1 EROSION CONTROL BLANKET INSTALLATION
A
3'-0»
SPIDERS SUPPORT CARRIER PIPE IN CASING
ENCLOS ENDS WITH
2" BEVEL 8" BRICK MASONRY
CENTER LINE CARRIER PIPE
Pzl
STEEL CASING PIPE
�\ SLOPE TO DRAIN v GRAVEL
ELEVATION
BOLTS TO PIPE
HEAVY DUTY
STEEL SKIDS (4)
CARRIER PIPE
(SPIDER SIZE DETERMINED BY
SIZE OF STEEL CASING AND
INNER PIPE.)
SECTION "A"
RAILROAD
PAVEMENT (ONE OR TWO
LANES)
3'-0" MIN. COVER OR AS SHOWN
ON THE PLANS.
5'-6" MIN. COVER
OR AS SHOWN ON
nvUn`"" THE PLANS
TRANSITION FITTING AS
REQUIRED
�r
I I
L
- ST'L. CASING PIPE
�
DUCTILE IRON
BRICK CLOSURE PIPE CARRIER
PROFILE
NTS
5 TYPICAL BORING & JACKING DETAIL
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
www.4Dsitesotutions.com
CARO �/Z/
S`=Q�,QF�SS /O C/'''
SEA02
_
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
EROSION
CONTROL &
WATER
DETAILS
CLIENT
WELLCO
CONTRACTORS, INC
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1264
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JUNE 29, 2017
SHEET NUMBER
C-602