SW6220101_Plansheet C-3.1 - Grading_Drainage Plan_20220614

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NAG SC150BN
TO BE INSTALLED IMMEDIATELY
UPON CONSTRUCTION
�3jp c
EXTEND EXISTING
-PIPE 8' BOTH SIDES
Vy
7_ _ 367
31a 2
37 370 18" RCP 36
�QC ��� - 1• - �QS` _ _ I �r -INV: 365 47 - - -
INV. 363.78 zk✓" - 5/8"
5/8„ 5/8„ 4\ L0�-�[s"LOC LOC LOC LOCHERB
ERB ERB / ERB
NAG SC150BNIK
TO BE INSTALLED IMMEDIATELY I LOC OC
UPON CONSTRUCTION ER8B" 5/8"
I ERB 27
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II 0 I WOODSHIRE PHASE ONE
PB 2001, PG 1298
I
v� 158'
4D S7T I C:G ERB
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-- -- -- -- -- ' -
t vo 15i
- 36S _ \ 363 3gp 3g8 3S6 3S ` 3S4 \ > \ - 3. ��•
- NURSERY ROAD - SR 1117
60' R/W (PUBLIC)
4 362 360 35$ 351 355 3y4 i• /
-- -- -- -- -- -- -- -- _- __ - U __ _- -_ __ -- -- ----
• O
J
NAG SC150BN I LIMITS OF CONSTRUCTION
�31.2 AC
TO BE INSTALLED IMMEDIATELY
g� �F SF g� UPON CONSTRUCTION SF S� g� S� g� g� SF S� 00� E001 F00� E001 F001 E00� E001 OOD 001 001 OOD
DIV DIV DIV DIV DIV D DIV DIV DIV DIV DIV DIV DIV DIV D SDIV SDIV SDI- SDIV SDIV SDIV S IV S IV DI SF DIV SF D
0�11 � I � I � 26,%
--G��O Np,O a312 I
5/8"ERB
INLET
i a �
3.7 --
� / 362\.30 •� •�
r362/44.362.80
ERB'I •�� 3 \ 361.73
\ - _
\ 361.47
\ 02 361.73
L�5
001PROTECTION5/8"/(TYP) 362
ERB____361.60
ro CI-1 \
33 361.043�3360.7436�361.05 360.04
360
.72360.03
.72
35
i8.61
3�353�358
7.61
�coIx
L0
36,DUNBAR DRIVE - SR 2241 TEMPORARY �66 ors � �rn,`s�®l�360.25PAD 361.15 PAD 360.15 PAD 358.05
50' R/W (PUBLIC)
LEGEND:
PKO PK-PK NAIL
E1PEIP-EXISTING IRON PIPE
E1sNL O EIS -EXISTING IRON STAKE
ERB0ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
CI - CURB INLET
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
sD STORM DRAINAGE
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
x 208.47'SPOT ELEVATION
BENCHMARK
D4 WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
TREE
GRAVEL
SOIL
WETLANDS
330 MAJOR CONTOUR
337 MINOR CONTOUR
- Loc- Loc- LIMITS OF CONSTRUCTION
- sF - sF - SILT FENCE LINE
- JN - JN - JUTE NETTING
0INLET PROTECTION
DRAINAGE /
CONSTRUCTION
ENTRANCE ®�� I ASS l� RCp\� EASEMENT
r N � _ 358.9 356.80 354.
J J Aso 3s9
15" R P-- 362.69 c� _- 1 359.77- --358.62 - 356.51- -
I LDC 1Q( _LOC_- __ lOC-_- _ ._L r; 2n 26.50 LF ® 0.98% 5_UTILITY EASEMENT _�
CI 150770. . _ - 18" CLASS IV RCP
L l 147.5 LF CI-4
TC 368.28 r ERB ERB11 FES-50 18" CLASS IV O 358.50 �12\
360.55 RCP3INV IN 364.88 G S9 134.00 LF ®2.87%
INV OUT 364.71 15001
CI 367.778 AP DISSIPATER \ CI-3 m
HARBORWOOD STREET 18" CLASS IV RCP 6
1/2" INV IN 364.55 I L=7.5' W=3.75'/8.8' 50' R/W (PUBLIC & UTILITY ACCESS) 26.50 LF�® 0.94%�
ERB INV OUT 364.49 �M Dso=8" Drug-12" / �� 26.50 LF ® 0.97% 18" CLASS IV RCP
1 I CLASS B 18" THICK / 36� 360.06 18" CLASS IV RCP
I 1 � CI
PAD 363.30 _
I-154 ; I W I o 362 359.74 1 360 358.62 356.51
C
I I 1
wl
N
1 I
cn I
363.20 454
'ERe DITCH #1 i \
358.91 356.80
361
360
I
I
I
I
N
M 1
I
TO BE REINFORCED 362.7
WITH NAG SC150BN
I TO BE INSTALLED IMMEDIATELY 362.10
PAD 361.10 PAD 360.15 PAD 358.05
fI/356.46 354.32 352.17 / 350.02 349
356.80 355.78 354.65 353.63 352.50 351.48 350.35349.335 354 0355.46 353.32 / 351.17M 349.02�3�35 3� 351.50 350.48 349.35 348.33
349
LID
Ln
LCI
0353-350.36 351 -348.2 352_21- - 350.07- -3�CI-8
286.00 LF ® 3.08% �, v
18" CLASS IV RCP
/ 26.50 LF ® 1.06%
UPON CONSTRUCTION 1 co
1 364 362.40
361.9� I
0- 1
05 359.05 57.9557.6136035
3S2 �350
PAD 35350
(5\
349.76
347.904
OPAD 351.30 co I
351 20 350.20
� 348.7
350
18" CLASS IV RCP
CI-9
347.61345.76D
PAD 349.10=m
�M
M
m
349.00 348.03 346.599
��o336.01340.25/ 338.72 336.30
0339.3534035478 477o•�OMco III I �n I IPAD 352.90 r, PAD 345.60 PAD 340.35 PAD 336.40 ��ICI-26 vCI-25 345.1 342.60 340.35 338.85 336.40 33
46.32 LF ®3019E B 18" CLASS IV RCP ._344 36 i 351.65 DRAINAGES 347.90 _ DRAINAGE 339.1 33933fTl I151 ; JB -56 355.51 55' UTILITY EASEMENT EASEMENT LP EASEMENT-353.11� 351.36- 347.9 344.07 / 3338.83 334.91
357.03 0 356.12 -- - ---'L 354.97 192.43 LF ®2.75% 202.72 LF ® 4.81 %
377 <` \ 3S 15" CLASS IV RCP 47.23 LF ® 6.27%CI-27 18CLASS IV RCP
rm 0 s 354.64 18CLASS IV RCP
Lor � I 357.02 I �CI-22 �CI-23 349.53Lp
w5/8„ WOODPINE WAY\ERe \ �GQ I 354 64 50' R/W (PUBLIC &UTILITY ACCESS) /NAG SC150ME �,TO BE INSTALLED IMMEDIATELY I UPON CONSTRUCTION M \ 354.40 356.1354.97m355.45 JB\52 354.84150 ERB 99)355
6y_GROUND STABILIZATION CHARTPAD 355.80
345
361.0
360.90 ` 61.00 360.00
153 ;� 361.40 360.71
IO ° 1l I CHECK DAM /
WITH WEIR 362 /
1 , 1 (TYP) 360
-------
CI #15085 I l
® TC 366.02 1/2" I
INV IN 362.19 ERB 356.62 /
358 3 /356.74
1
1 A 35l
Know what's below. �O`� / I 356.55
1 2 4 �� 357.36
Call before you dig. �,�7ti 3�0
\ I
I\ 152`w'ERe,4359.00NAG SC150BN
TO BE INSTALLED IMMEDIATELYUPON CONSTRUCTION
rn 00� 001 00� 00� 071s PAD 359.1035355.23 356.3
356.80 356.30 354.23-5354.70 35•
co I
Lam
coIM. _3j7\12.86 LF ® 2.33% 24RCP .� f3JB-51
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 LESS IN LENGTH AND ARE
THAN 3:17 DAYSNOT STEEPER HAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR7-DAYS FOR SLOPES
FLATTER 14 DAYS GREATER HAN 50 FEET
IN LENGHALL OTHER AREAS NONE
WITH SLOPES FLATTER 14 DAYS(EXCEPT FOR
THAN 4:1 PERIMETERS AND
HQW ZONES)
I
. )
352.46 353
✓352.80 352.30
IcoMLo
M`20.00 LF ® 1.83%1
"
353.40 352.40
350.8coLd
z}J J 1 350
O
0 1 Ja 345.17 3
345.50 342.47
00
343.1L M345.6479M I26.50 LF ® 0.97%18" CLASS IV RCP
Z/ M�CI-2426.50 LF ® 1.02% 333.16
18" CLASS IV RCP52.48---- 350.664761353 5' UTILITY EASEMENTw52.78 35095 3S7 347.91 -' 1! DI !
352.20 351.20 349I15 346.15 LOC LO LOC CV/VPAD 352.20 PAD 349.15NAG S75 MATTING
I C'0n p STAPLE PATTERN C
kp
TO BE INSTALLED IMMEDIATELY\7
UPON CONSTRUCTIOO487 488 �'O 490/ --LOC1352.20 349.15 / /76'51.70 346.15 / / 3j\3 1 1 1 TEMPORARY SILT FENCESHEET KEY 149 +<',®39-353.59 353.903534052.10 351.10 349.0345.5(TYP)IAy 51.76 / 48.72 1 I 11�354.59 352.76 349.72 I354.90 354.40 353.10 352.10 350.05 346.55l Ia �� A MGRAPHIC SCALE GQ/3 354 AG S75 MATTING1ERB � C STAPLE PATTERN C 'O40 0 20 40 80 1so ♦ 'A� TO BE INSTALLED IMMEDIATELY 3350.14 UPON CONSTRUCTION 348 97
- - -DIV_ _- - n� JB-54-� If� LOC L RIP RAP DISSIPATER.LIN FEET ) � 148 ; 80•6s \L=20' W=7.5'/225'O LF ® OO _ _TEMPORARY DIVERSION BERM1 inch = 40 ft. � 112g30 RCPCA\CLAS 1\ 5" HICK TO BE SEEDED WITHIN 7 DAYSHOC THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 toc FES-55 "r347� DO BE ITCH REINFORCED
1/2LOCWITH NAG SC150BNA MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED / ERB U TO BE INSTALLED IMMEDIATELYCI #8700 LOCH � UPON CONSTRUCTION
aCI #8609WOODSHIRE PHASE FOUR 355.36HOOD 361.39 353.65 JB-53 s/+INV OUT 357.62 PB 2006, PG 31 9.04 LF ® 2.14% 18 INVPCi3.1 C3.2 ` 351.34
■
si lesolutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number C-2354
www.4Dsitesolutions.com
\ y\\ICARO%
Z: OF S$ ..• i
SEA
02
•• G 1 NE •: ja���
�O
U3-10-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
C
I I 1
wl
N
1 I
cn I
363.20 454
'ERe DITCH #1 i \
358.91 356.80
361
360
I
I
I
I
N
M 1
I
TO BE REINFORCED 362.7
WITH NAG SC150BN
I TO BE INSTALLED IMMEDIATELY 362.10
PAD 361.10 PAD 360.15 PAD 358.05
fI/356.46 354.32 352.17 / 350.02 349
356.80 355.78 354.65 353.63 352.50 351.48 350.35349.335 354 0355.46 353.32 / 351.17M 349.02�3�35 3� 351.50 350.48 349.35 348.33
349
LID
Ln
LCI
0353-350.36 351 -348.2 352_21- - 350.07- -3�CI-8
286.00 LF ® 3.08% �, v
18" CLASS IV RCP
/ 26.50 LF ® 1.06%
UPON CONSTRUCTION 1 co
1 364 362.40
361.9� I
0- 1
05 359.05 57.9557.6136035
3S2 �350
PAD 35350
(5\
349.76
347.904
OPAD 351.30 co I
351 20 350.20
� 348.7
350
18" CLASS IV RCP
CI-9
347.61345.76D
PAD 349.10=m
�M
M
m
349.00 348.03 346.599
��o336.01340.25/ 338.72 336.30
0339.3534035478 477o•�OMco III I �n I IPAD 352.90 r, PAD 345.60 PAD 340.35 PAD 336.40 ��ICI-26 vCI-25 345.1 342.60 340.35 338.85 336.40 33
46.32 LF ®3019E B 18" CLASS IV RCP ._344 36 i 351.65 DRAINAGES 347.90 _ DRAINAGE 339.1 33933fTl I151 ; JB -56 355.51 55' UTILITY EASEMENT EASEMENT LP EASEMENT-353.11� 351.36- 347.9 344.07 / 3338.83 334.91
357.03 0 356.12 -- - ---'L 354.97 192.43 LF ®2.75% 202.72 LF ® 4.81 %
377 <` \ 3S 15" CLASS IV RCP 47.23 LF ® 6.27%CI-27 18CLASS IV RCP
rm 0 s 354.64 18CLASS IV RCP
Lor � I 357.02 I �CI-22 �CI-23 349.53Lp
w5/8„ WOODPINE WAY\ERe \ �GQ I 354 64 50' R/W (PUBLIC &UTILITY ACCESS) /NAG SC150ME �,TO BE INSTALLED IMMEDIATELY I UPON CONSTRUCTION M \ 354.40 356.1354.97m355.45 JB\52 354.84150 ERB 99)355
6y_GROUND STABILIZATION CHARTPAD 355.80
345
361.0
360.90 ` 61.00 360.00
153 ;� 361.40 360.71
IO ° 1l I CHECK DAM /
WITH WEIR 362 /
1 , 1 (TYP) 360
-------
CI #15085 I l
® TC 366.02 1/2" I
INV IN 362.19 ERB 356.62 /
358 3 /356.74
1
1 A 35l
Know what's below. �O`� / I 356.55
1 2 4 �� 357.36
Call before you dig. �,�7ti 3�0
\ I
I\ 152`w'ERe,4359.00NAG SC150BN
TO BE INSTALLED IMMEDIATELYUPON CONSTRUCTION
rn 00� 001 00� 00� 071s PAD 359.1035355.23 356.3
356.80 356.30 354.23-5354.70 35•
co I
Lam
coIM. _3j7\12.86 LF ® 2.33% 24RCP .� f3JB-51
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 LESS IN LENGTH AND ARE
THAN 3:17 DAYSNOT STEEPER HAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR7-DAYS FOR SLOPES
FLATTER 14 DAYS GREATER HAN 50 FEET
IN LENGHALL OTHER AREAS NONE
WITH SLOPES FLATTER 14 DAYS(EXCEPT FOR
THAN 4:1 PERIMETERS AND
HQW ZONES)
I
. )
352.46 353
✓352.80 352.30
IcoMLo
M`20.00 LF ® 1.83%1
"
353.40 352.40
350.8coLd
z}J J 1 350
O
0 1 Ja 345.17 3
345.50 342.47
00
343.1L M345.6479M I26.50 LF ® 0.97%18" CLASS IV RCP
Z/ M�CI-2426.50 LF ® 1.02% 333.16
18" CLASS IV RCP52.48---- 350.664761353 5' UTILITY EASEMENTw52.78 35095 3S7 347.91 -' 1! DI !
352.20 351.20 349I15 346.15 LOC LO LOC CV/VPAD 352.20 PAD 349.15NAG S75 MATTING
I C'0n p STAPLE PATTERN C
kp
TO BE INSTALLED IMMEDIATELY\7
UPON CONSTRUCTIOO487 488 �'O 490/ --LOC1352.20 349.15 / /76'51.70 346.15 / / 3j\3 1 1 1 TEMPORARY SILT FENCESHEET KEY 149 +<',®39-353.59 353.903534052.10 351.10 349.0345.5(TYP)IAy 51.76 / 48.72 1 I 11�354.59 352.76 349.72 I354.90 354.40 353.10 352.10 350.05 346.55l Ia �� A MGRAPHIC SCALE GQ/3 354 AG S75 MATTING1ERB � C STAPLE PATTERN C 'O40 0 20 40 80 1so ♦ 'A� TO BE INSTALLED IMMEDIATELY 3350.14 UPON CONSTRUCTION 348 97
- - -DIV_ _- - n� JB-54-� If� LOC L RIP RAP DISSIPATER.LIN FEET ) � 148 ; 80•6s \L=20' W=7.5'/225'O LF ® OO _ _TEMPORARY DIVERSION BERM1 inch = 40 ft. � 112g30 RCPCA\CLAS 1\ 5" HICK TO BE SEEDED WITHIN 7 DAYSHOC THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 toc FES-55 "r347� DO BE ITCH REINFORCED
1/2LOCWITH NAG SC150BNA MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED / ERB U TO BE INSTALLED IMMEDIATELYCI #8700 LOCH � UPON CONSTRUCTION
aCI #8609WOODSHIRE PHASE FOUR 355.36HOOD 361.39 353.65 JB-53 s/+INV OUT 357.62 PB 2006, PG 31 9.04 LF ® 2.14% 18 INVPCi3.1 C3.2 ` 351.34
■
si lesolutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number C-2354
www.4Dsitesolutions.com
\ y\\ICARO%
Z: OF S$ ..• i
SEA
02
•• G 1 NE •: ja���
�O
U3-10-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
��o336.01340.25/ 338.72 336.30
0339.3534035478 477o•�OMco III I �n I IPAD 352.90 r, PAD 345.60 PAD 340.35 PAD 336.40 ��ICI-26 vCI-25 345.1 342.60 340.35 338.85 336.40 33
46.32 LF ®3019E B 18" CLASS IV RCP ._344 36 i 351.65 DRAINAGES 347.90 _ DRAINAGE 339.1 33933fTl I151 ; JB -56 355.51 55' UTILITY EASEMENT EASEMENT LP EASEMENT-353.11� 351.36- 347.9 344.07 / 3338.83 334.91
357.03 0 356.12 -- - ---'L 354.97 192.43 LF ®2.75% 202.72 LF ® 4.81 %
377 <` \ 3S 15" CLASS IV RCP 47.23 LF ® 6.27%CI-27 18CLASS IV RCP
rm 0 s 354.64 18CLASS IV RCP
Lor � I 357.02 I �CI-22 �CI-23 349.53Lp
w5/8„ WOODPINE WAY\ERe \ �GQ I 354 64 50' R/W (PUBLIC &UTILITY ACCESS) /NAG SC150ME �,TO BE INSTALLED IMMEDIATELY I UPON CONSTRUCTION M \ 354.40 356.1354.97m355.45 JB\52 354.84150 ERB 99)355
6y_GROUND STABILIZATION CHARTPAD 355.80
345
361.0
360.90 ` 61.00 360.00
153 ;� 361.40 360.71
IO ° 1l I CHECK DAM /
WITH WEIR 362 /
1 , 1 (TYP) 360
-------
CI #15085 I l
® TC 366.02 1/2" I
INV IN 362.19 ERB 356.62 /
358 3 /356.74
1
1 A 35l
Know what's below. �O`� / I 356.55
1 2 4 �� 357.36
Call before you dig. �,�7ti 3�0
\ I
I\ 152`w'ERe,4359.00NAG SC150BN
TO BE INSTALLED IMMEDIATELYUPON CONSTRUCTION
rn 00� 001 00� 00� 071s PAD 359.1035355.23 356.3
356.80 356.30 354.23-5354.70 35•
co I
Lam
coIM. _3j7\12.86 LF ® 2.33% 24RCP .� f3JB-51
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 LESS IN LENGTH AND ARE
THAN 3:17 DAYSNOT STEEPER HAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR7-DAYS FOR SLOPES
FLATTER 14 DAYS GREATER HAN 50 FEET
IN LENGHALL OTHER AREAS NONE
WITH SLOPES FLATTER 14 DAYS(EXCEPT FOR
THAN 4:1 PERIMETERS AND
HQW ZONES)
I
. )
352.46 353
✓352.80 352.30
IcoMLo
M`20.00 LF ® 1.83%1
"
353.40 352.40
350.8coLd
z}J J 1 350
O
0 1 Ja 345.17 3
345.50 342.47
00
343.1L M345.6479M I26.50 LF ® 0.97%18" CLASS IV RCP
Z/ M�CI-2426.50 LF ® 1.02% 333.16
18" CLASS IV RCP52.48---- 350.664761353 5' UTILITY EASEMENTw52.78 35095 3S7 347.91 -' 1! DI !
352.20 351.20 349I15 346.15 LOC LO LOC CV/VPAD 352.20 PAD 349.15NAG S75 MATTING
I C'0n p STAPLE PATTERN C
kp
TO BE INSTALLED IMMEDIATELY\7
UPON CONSTRUCTIOO487 488 �'O 490/ --LOC1352.20 349.15 / /76'51.70 346.15 / / 3j\3 1 1 1 TEMPORARY SILT FENCESHEET KEY 149 +<',®39-353.59 353.903534052.10 351.10 349.0345.5(TYP)IAy 51.76 / 48.72 1 I 11�354.59 352.76 349.72 I354.90 354.40 353.10 352.10 350.05 346.55l Ia �� A MGRAPHIC SCALE GQ/3 354 AG S75 MATTING1ERB � C STAPLE PATTERN C 'O40 0 20 40 80 1so ♦ 'A� TO BE INSTALLED IMMEDIATELY 3350.14 UPON CONSTRUCTION 348 97
- - -DIV_ _- - n� JB-54-� If� LOC L RIP RAP DISSIPATER.LIN FEET ) � 148 ; 80•6s \L=20' W=7.5'/225'O LF ® OO _ _TEMPORARY DIVERSION BERM1 inch = 40 ft. � 112g30 RCPCA\CLAS 1\ 5" HICK TO BE SEEDED WITHIN 7 DAYSHOC THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 toc FES-55 "r347� DO BE ITCH REINFORCED
1/2LOCWITH NAG SC150BNA MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED / ERB U TO BE INSTALLED IMMEDIATELYCI #8700 LOCH � UPON CONSTRUCTION
aCI #8609WOODSHIRE PHASE FOUR 355.36HOOD 361.39 353.65 JB-53 s/+INV OUT 357.62 PB 2006, PG 31 9.04 LF ® 2.14% 18 INVPCi3.1 C3.2 ` 351.34
■
si lesolutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number C-2354
www.4Dsitesolutions.com
\ y\\ICARO%
Z: OF S$ ..• i
SEA
02
•• G 1 NE •: ja���
�O
U3-10-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
I
. )
352.46 353
✓352.80 352.30
IcoMLo
M`20.00 LF ® 1.83%1
"
353.40 352.40
350.8coLd
z}J J 1 350
O
0 1 Ja 345.17 3
345.50 342.47
00
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si lesolutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number C-2354
www.4Dsitesolutions.com
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REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
MARCH 10, 2022
SHEET NUMBER