20180992 Ver 1_Plans Additional Sheets for the USACE (2 of 2)_20180730

CB#204
360 RIM = 361.00
INV IN = 357.14
INV IN = 357.15
INV OUT = 357.04
-} `248 LF 18" RCP- -vb?
@ 1.20% 36? \
�- -34 LF 18" RCP - -
I @ 3.17%
I I
YI#207 57 LF 18" RCP
RIM = 361.95 @ 1.85 /o
I
`I I INV IN = 358.33
- I _ INV OUT = 358.23
I I I CB#208 j
RIM = 362.99
I 41 INV IN = 359.49
INV OUT = 359.39
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FES#219
INV IN= 367.20
20' PUBLIC STORM
DRAIN EASEMENT Lol
142 LF 18" RCP
@ 1.25%
::L6
z -
39 LF 15" RCP
@ 2.50%
K E N N E B
60' PUBLE ow R O Q
D
EXISTING EOP
PROPOSED EOP
PROPOSED ROW
wy
2 CB#205 '/ - W �L22��
26 LF 18" RCP _ RIM = 362.26 =VlL -
L23° -� _ 3
INV IN = 359.02
@ 1.00% INV OUT = 358.92 ,--
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vv
DI#206 I - - - _ �I _
�CB#209 RIM = 364.50 20' PRIVATE STORMI _ _ - _ -
RIM = 362.99 INV OUT = 360.00 I DRAIN EASEMENT � \ - - \ W \
LEGEND:
INVOUT=359.75 ,I
NOTES:
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE
APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES
BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @
1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48
HOURS IN ADVANCE.
2. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN
OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
3. ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM DRAINAGE
OUTSIDE THE RIGHT OF WAY SHALL BE PRIVATE.
4. STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM DRAINAGE
WITH LESS THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV RCP.
5. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING STORM DRAINAGE TO AVOID CONFLICTS.
6. RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE. RIM
ELEVATION OF MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER. RIM
ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER, EDGE OF PAVEMENT GRATE
ELEVATION. RIM OF CURB INLETS (CI) REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT
ELEVATION.
7. CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED.
8. NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS
BEEN ISSUED BY WAKE COUNTY.
9. THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS OTHER
THAN AS SHOWN ON PLANS.
10. AVERAGE IMPERVIOUS SURFACE PER LOT IS 5,000 SF.
11. ALL RIP -RAP IS TO BE INSTALLED WITH NON -WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR
APPROVED EQUAL).
12. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH
EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION.
13. ALL DITCHES SHALL RECEIVE STRAW W/ NET AS A TEMPORARY LINER. PERMANENT DITCH
STABILIZATION IS NOT REQUIRED IN ANY DITCHES.
- - - 370
369
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FES#222 - - - _ \ \ / /
- INV IN = 367.22 \ / I / / / 1 \
50' PUBL� ROW
VARIABLE WIDTH 34 LF 15" RCP - - -
PUBLIC STORM o VARIABLE WIDTH PUBLIC I "6B,
@ 3.26 /o 34 LF 15 RCP
DRAIN EASEMENT � °i, @ 3.15% STORM DRAIN EASEMENT 1 r - - - - '� W
FES#220 1 \cn
\ \ \
I INV OUT = 368.30 FES#221
C4 IINV OUT = 368.30
C,B#101
RIM = 341.38\ \
INV IN=338.68\�\
INV OUT = 338.58
®
FLARED END SECTION
RISER STRUCTURE
F
CATCH BASIN
N
YARD INLET
RIP -RAP OUTLET PROTECTION
-400-
MAJOR CONTOUR
MINOR CONTOUR
- - - - - -
INTERMEDIATE CONTOUR
STORM DRAIN LINE
49 LF 18" RCP \
@ 0.77%
YI#301 F_ \
M = RI 20PUBLIC STORM DRAIN EASEMENT
- - 361.60 � \ � ' / i \
0 0 - - - - - - - / i I I / I I I / I I I 1 li \ I\�
OUT = 358.43 20' PUBLIC UTILITY EASEMENT \ \
-T
190 LF 18" RCP S
I \
--------� ( - - 1� ,@4.81% ///�/// _DI#102 I FES#100
- - / RIM 347.17
CjINVIN=338.20
,INV OUT = 342.50 � � �
13 1 1 1 1 1 \ / \ FES#300
I/ 12 I 1 \
\ RIM = 357.85
,INV IN = 349.27
20' PRIVATE STORM V A
DRAINAGE EASEMENT \ \
A 16 I ,/ I � / / ///\� INSTALL CLASS 1 RIPRAP
OUTLET PROTECTION OVER /
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51 LF 15" RCP ' INSTALL CLASS B RIPRAP
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MIRAF1140N
/ L=9', W1=5', W2=5', Dmin=18"
SCALE: 1 IN = 40 FT
40' 20' 0 40'
SCALE IN FEET
HORIZONTAL
BEFORE YOU DIG,
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ONE CALL CENTER
www.ncocc.org
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1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW. ED N
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE T !' N
APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES � N
I ~Zw
/ 9 BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ u 2 ¢ w
X71 3�p \ \ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 cn o � o z U) _
HOURS IN ADVANCE. _o z o o w N
FES#220 `n o) z o m o
/ \ \ \ 2. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN > u o - z o
/ RIM = 369.82 \ i OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS. Y o 0 0
248 LF 18 RCP \ \ / / INV OUT = 368.30 a w ~ "
@ 1.20% / I/ \ 3� \V , / �\ 3. ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM DRAINAGE a w Ld
o
VARIABLE WIDTH PUBLIC p \ OUTSIDE THE RIGHT OF WAY SHALL BE PRIVATE. O
LLw
STORM DRAIN EASEMENT \ \ \ \ 4. STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM DRAINAGE
(Z/ / / / \ / / / / \ \ \ WITH LESS THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV RCP. N
m 5. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS (.0 o
/ 40 / / I I / PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN o s o ofl
4C/ \ // / / / 42 // / \ \ INSTALLING STORM DRAINAGE TO AVOID CONFLICTS. o o
z o N N N
6. RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE. RIM o o
ELEVATION OF MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER. RIM J
ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER, EDGE OF PAVEMENT GRATE N M o
(V / / \ /I / / / / / ELEVATION. RIM OF CURB INLETS (CI) REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT
ELEVATION.
7. CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED.
/ I / /ICB#8. NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS
/ RIM 20359.35 / / / // 48 \V BEEN ISSUED BY WAKE COUNTY.
\ INV IN = 354.07 �A / / V ��� 9. THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS OTHER
INV OUT - 353.97 / / \ / / / \ THAN AS SHOWN ON PLANS.
EXISTING EOP / , 10. AVERAGE IMPERVIOUS SURFACE PER LOT IS 5,000 SF.
PROPOSED EOP I % / / / I 11. ALL RIP -RAP IS TO BE INSTALLED WITH NON -WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR _
APPROVED EQUAL). Z
� 1
PROPOSED ROW / / / / / / / \ / / I 12. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH
EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION. O
13. ALL DITCHES SHALL RECEIVE STRAW W/ NET AS A TEMPORARY LINER. PERMANENT DITCH a
STABILIZATION IS NOT REQUIRED IN ANY DITCHES. c J
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LEGEND: W
FLARED END SECTION
Q RISER STRUCTURE
20' PRIVATE STORM 1 I z
DRAINAGE EASEMENT o
OFE CATCH BASIN cl) a
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YARD INLET
Lo
RIP -RAP OUTLET PROTECTION
4NSTALL 18 RCP UND7, y
395 LF 18" RCP \ / NEW SIDEWALK \ / L - - _ _ - _ - - - - - _ _ - - J W �400� MAJOR CONTOUR
I @3.00% ----- \ \
\ - - _ \ I � / �\ I � I '� MINOR CONTOUR
INTERMEDIATE CONTOUR
Oa
STORM DRAIN LINE
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FES#212
RIM - 361.45
INV OUT = 355.03 - \
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/
29 LF 30" RCP 20' PRIVATE STORM \ \ \ \ I / �� - - \ - \- - - a
CB#202 j 2 1.00%30 DRAINAGE EASEMENT �_ \ \ \ Z
_ _ \\ INSTALL CLASS B RIPRAP �- - - \ -
RIM = 347.80 / j - _ �\ - - -
INV IN _ 342.13% j \� - - - - - _ \ I \\ OUTLET PROTECTION OVER \ \ -� , - - - - - - - - - -
- �. \ \ MIRAF1140N-�----------------- I \
INV IN - 340.49
INV OUT = 340.00 j / \ \-\ _ YI#211 Lo L=15', W1=8', W2=9, Dmin=18" \ -\ FES#218
RIM = 361.32 9 8 SW &UTILITY I INV OUT = 371.63
INV IN - 354.60 � EASEMENT, TYP NV N � 3� I � I �
X251 LF 24" RCP \ INV OUT = 354.50 364.64 \ I VARIABLE WIDTH PUBLIC
@ 5.34% 43 LF 18"RCP \ / / \ 42 LF 15" RCP STORM DRAINAGE
44 LF @ 1.00% \ \ / @ 3.25% RCP 46 \ I I @ 0.19% 20 EASEMENT
C \ YI#210 365 \ I
\ ti
RIM=344.24 \ \ \L---CB#214--------------- J
CB#201 � � INV IN = 341.10 \ \ � � � � � � � RIM = 366.70 I NV FES#N 17
7.87 INV OUT 341.00 371.55 I
RIM 34 = A a \
INVIN=339.71 \ �� \ \ \ INV OUT _366.07 \ - -, ----_-__---A
\ I
INSTALL NEW CB ON 51 LF 30" RCP\
EXISTING 48" CMP @ 1.00%
C-)
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HDWL#500 \ L0 3 /W �� �� 344.92 � A \ \ / / T\ W W _ > U
INV OUT = 340.00 I \ / / �\ T m
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LL
m 2.89% 72
- VARIABLE WIDTH PUBLIC -
N
BECKEL RD LL
STORM DRAIN EASEMENT 5LIC ROW \
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CONNECT NEW RCP TO \ _
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1/( EXISTING CMP WITH 1 \ / I / \ I I / N N
Y \ I CONCRETE COLLAR - \ \ / /I /�' \ / / J / /' r - - - - - - \- - I - - - - - - ' INV OUT = 371.43
38 LF 15" RCP VARIABLE WIDTH PUBLIC \ LL
@ 1.53 /o o STORM DRAINAGE
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FES#215 I \ 0 0
INV IN=370.85 Z o
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\ N
ti N I \ VARIABLE WIDTH
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FES#215
INV IN = 370.85
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NOTES:
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE
APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES
BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @
1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48
HOURS IN ADVANCE.
2. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN
OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
3. ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM DRAINAGE
OUTSIDE THE RIGHT OF WAY SHALL BE PRIVATE.
4. STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM DRAINAGE
WITH LESS THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV RCP.
5. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING STORM DRAINAGE TO AVOID CONFLICTS.
6. RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE. RIM
ELEVATION OF MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER. RIM
ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER, EDGE OF PAVEMENT GRATE
ELEVATION. RIM OF CURB INLETS (CI) REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT
ELEVATION.
7. CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED.
8. NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS
BEEN ISSUED BY WAKE COUNTY.
9. THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS OTHER
THAN AS SHOWN ON PLANS.
10. AVERAGE IMPERVIOUS SURFACE PER LOT IS 5,000 SF.
11. ALL RIP -RAP IS TO BE INSTALLED WITH NON -WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR
APPROVED EQUAL).
12. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH
EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION.
13. ALL DITCHES SHALL RECEIVE STRAW WI NET AS A TEMPORARY LINER. PERMANENT DITCH
STABILIZATION IS NOT REQUIRED IN ANY DITCHES.
LEGEND:
®
FLARED END SECTION
RISER STRUCTURE
D
CATCH BASIN
D
YARD INLET
RIP -RAP OUTLET PROTECTION
—400—
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
STORM DRAIN LINE
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BEFORE YOU DIG,
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NORTH CAROLINA
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GURKIN, ABBEY
GURKIN, JAMES %� " / / TEMPORARY STOCK PILE. MAX
PIN:0687138954 /
� /--' �j�" HEIGHT IS 35'. REFER TO STOCK
DB: 014878 vG/ � �� PILE NOTES ON D-06. SEED &
PG: 00534 - // -/ STABILIZE PER NPDES SCHEDULE
ACREAGE: 2.33
v i 50- SILT FENCE
OUTLET
GURKIN VENTURES, LLC 2s ' - RIP -RAP OUTLET PROTECTION
PIN: 0687136854 / - _ NCDOT CLASS "B" RIP -RAP
DB: 016113 -�_ 355 L=5', W1=2', W2=4', d=18"
PG: 01494 v �\ _ D50=6", Dmax=9"
ACREAGE: 1.00-
_ PLACE GAP IN SILT FENCE
OFF-SITE EROSION CONTROL // /�/ \ \ �- -_ �� DOWNSTREAM OF
REFER TO SHEET C-31 L / \ EMERGENCY SPILLWAY
BETTY CARROLL PROPERTIES, LLC
PIN:0687132721
DB: 009462
PG: 00319
ACREAGE: 17.01
PROPOSED ROW
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PIN:0687239886
DB: 009842
PG: 01182
ACREAGE: 20.97
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CARROLL SHARON GAIL
PIN: 0687132256 , /' \ �I / / / / I % \ \ \�\ / /rl�/� y / 111 I CnI 11
DB: 004165 CONCRETE`
PG: 00347 WASHOUT AREA
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LINER. MIN. DIMS.=6'W1x12'LxTW2,/
THICKNESS 18" / � / �/ \ \ /�
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AT OUTLET
DLL, CONNIE�IACh
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IN: 06871: OUTLET qw4
DB: 0041., \ PG: 00347 -- ACREAGE: 0.87
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i UNDISTURBED , �IN:0687129879 I \ / / I \\
1 DB: 011147 1 \\
\� V� -PGO
\ ` AC�EAGE: 48.27 \ COIR WATTLE, TYP. �. \
L \ V \ \ REFER TO NOTES
I \�\ � � '�
♦ ` AREA TO REMAIN
�\ ♦ I UNDISTURBED
\ \ \ I TEMPORARY .
/ DIVERSION DITCH, TYP
COIR WATTLE, \ TYP. REFER TO NOTES
I
SILT FENCE, TYP \
POROUS _1UU
BAFFLE,TYP
���a.� -•-� ...� ...�T ...�
\ I PLACE GAP IN SILT , -
�\ FENCE AT PIPE SILT FENCE, TYP. \
PLACE GAP IN SILT FENCE DISCHARGE DOUBLE ROW
DOWNSTREAM OF r il� \� RIP RAP OUTLET PROTECTION I S T 0 C K I L E
EMERGENCY SPILLWAY NCDOT / - /
� II /` � NCDOT CLASS "B" RIP -RAP
TREE PROTECTION �\ I % �) / L=5', W1=2', W2=4', d=18" I� _
FENCE, TYP D50=6", Dmax=9"
ROCK CHECK DAM I \ \ \ TEMPORARY STOCK PILE. MAX
AT OUTLET I IIII 1 1 HEIGHT IS 35'. REFER TO STOCK '
NEUSE RIVER RIPARIAN I I PILE NOTES ON D-06. SEED & \ I
BUFFER DO NOT DISTURB I STABILIZE PER NPDES SCHEDULE
o\
TEMPORARY
DIVERSION DITCH, TYP�
SILT FENCE / JAMES -WILLIAM FISH
\ ' DISTURBANCE TEMPORARY OUTLET / IRREVOCAB4E TRUST
�I DIVERSION DITCH, -PfN=0687425609
LIMITS, TYP TYP SILT FENCE, TYP ,��` / / / - DB: 013947
/ P -G 01871
\ \ �I� «•Too ACREAGE: 82.25
.... ..,� ...� .. µ -iuu/ \
CUTTER, CHRISTINE MARIE
\
PIN: 0687028035
DB: 016528 \ \\
PG: 00518 \
ACREAGE: 2.59
GURKIN, JOE B JR
PIN:0687117838
DB: 009000
PG: 01853
ACREAGE: 27.65
D
...� ...t .«.t -TOD ...� D _TDD�« ��TOD -TDD -TDD
J /
M
PEI4TY Ry
385 _ -_
1 - -
NOTES:
1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL
REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO
SCALE OF THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE THEY ACTUALLY WILL BE
INSTALLED IN THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE DISTURBANCE WITHIN THE WETLAND AND/OR
STREAM BUFFER AREAS.
2. THE WORK ASSOCIATED WITH THIS PERMIT INCLUDES CLEARING AND GRUBBING AND INFRASTRUCTURE INSTALLATION ONLY. THIS
DOES NOT INCLUDE MASS GRADING OF INDIVIDUAL LOTS. INDIVIDUAL BUILDERS WILL BE RESPONSIBLE FOR OBTAINING LAND
DISTURBANCE PERMITS FOR DISTURBANCES OVER 1 AC PER THE WAKE COUNTY SEDIMENT & EROSION CONTROL ORDINANCE.
3. TOTAL DISTURBED AREA = 10.77 AC
4. REFER TO DETAIL SHEET D-06 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL NARRATIVE, MAINTENANCE NOTES,
STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT WAKE COUNTY STANDARDS AND REGULATIONS.
6. NO MASS GRADING IS TO BE CONDUCTED ON-SITE. SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
7. THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY
WAKE COUNTY S&EC.
8. ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF -INSPECTION LOG.
10. SHAPE OF SEDIMENT BASINS CAN VARY AS SHOWN PROVIDED MINIMUM VOLUME & SURFACE AREA REQUIREMENTS ARE PROVIDED.
11. ALL DIVERSION DITCHES SHALL HAVE 12" COIR WATTLE CHECK DAMS SPACED EVERY 100 L.F. OF DITCH.
12. ALL EXISTING CATCH BASINS AND INLETS DOWNSTREAM OF DISTURBED AREAS SHALL HAVE SILT SACKS INSTALLED INSIDE THE
GRATES.
13. CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM DRAINAGE SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED.
14. TEMPORARY HDPE PIPES TO BE REMOVED AT CONCLUSION OF INITIAL EC PHASE.
SKIMMER SEDIMENT BASIN 0
MINIMUM DIMENSIONS (WxLxD) = 65'x162.5'x2.0'
VOLUME REQUIRED = 11,578 CF
SURFACE AREA REQUIRED = 10,409 SF
SURFACE AREA PROVIDED = 11,345 SF
TOP OF BASIN ELEVATION = 350.00
SURFACE AREA ELEVATION = 348.50
BOTTOM OF BASIN ELEVATION = 346.50
CLEANOUT ELEVATION = 347.50
EMERGENCY SPILLWAY LENGTH = 30'
EMERGENCY SPILLWAY ELEVATION = 348.50
SKIMMER SIZE = 2.5 INCH, 1.75 INCH ORIFICE
SKIMMER SEDIMENT BASIN 0
MINIMUM DIMENSIONS (WxLxD) = 57'xl14'x2.0'
VOLUME REQUIRED = 7,157 CF
SURFACE AREA REQUIRED = 6,434 SF
SURFACE AREA PROVIDED = 6,952 SF
TOP OF BASIN ELEVATION = 361.00
SURFACE AREA ELEVATION = 359.00
BOTTOM OF BASIN ELEVATION = 357.00
CLEANOUT ELEVATION = 358.00
EMERGENCY SPILLWAY LENGTH = 20'
EMERGENCY SPILLWAY ELEVATION = 359.00
SKIMMER SIZE = 2.5 INCH, 1.50 INCH ORIFICE
SKIMMER SEDIMENT BASIN 0
MINIMUM DIMENSIONS (WxLxD) = 51'x102'x2.0'
VOLUME REQUIRED = 5,607 CF
SURFACE AREA REQUIRED = 5,041 SF
SURFACE AREA PROVIDED = 5,615 SF
TOP OF BASIN ELEVATION = 374.00
SURFACE AREA ELEVATION = 372.00
BOTTOM OF BASIN ELEVATION = 370.00
CLEANOUT ELEVATION = 371.00
EMERGENCY SPILLWAY LENGTH = 15'
EMERGENCY SPILLWAY ELEVATION = 372.00
SKIMMER SIZE = 2.0 INCH, 1.25 INCH ORIFICE
NPDES STABILIZATION TABLE
LEGEND.
SEDIMENT BASIN
STOCKPILE
HORSESHOE INLET PROTECTION
SILT FENCE OUTLET
ROCK CHECK DAM
TS M
TEMP. SEED/MULCH/PERM. SEED
PS
OUTLET PROTECTION
�► COIR WATTLE
♦TDD DIVERSION DITCH
IIII INLET PROTECTION
OO SILT SACK
SILT FENCE
-TP-TP-TREE PROTECTION FENCE
DISTURBANCE LIMITS
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches and slopes 7 days None
High Quality Water (HQW) Zones 7 days None
If slopes are 10' or less in length and are not
Slopes steeper than 3:1 7 days steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length
All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
SCALE: 1 IN = 100 FT
100' 50' 0 100' 200'
SCALE IN FEET
HORIZONTAL
SEAL
.a0`O9�N CARO
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NOTES:
1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL
REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO
SCALE OF THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE THEY ACTUALLY WILL BE
INSTALLED IN THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE DISTURBANCE WITHIN THE WETLAND AND/OR
STREAM BUFFER AREAS.
2. THE WORK ASSOCIATED WITH THIS PERMIT INCLUDES CLEARING AND GRUBBING AND INFRASTRUCTURE INSTALLATION ONLY. THIS
DOES NOT INCLUDE MASS GRADING OF INDIVIDUAL LOTS. INDIVIDUAL BUILDERS WILL BE RESPONSIBLE FOR OBTAINING LAND
DISTURBANCE PERMITS FOR DISTURBANCES OVER 1 AC PER THE WAKE COUNTY SEDIMENT & EROSION CONTROL ORDINANCE.
3. TOTAL DISTURBED AREA = 10.77 AC
4. REFER TO DETAIL SHEET D-06 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL NARRATIVE, MAINTENANCE NOTES,
STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT WAKE COUNTY STANDARDS AND REGULATIONS.
6. NO MASS GRADING IS TO BE CONDUCTED ON-SITE. SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
7. THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY
WAKE COUNTY S&EC.
8. ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF -INSPECTION LOG.
10. SHAPE OF SEDIMENT BASINS CAN VARY AS SHOWN PROVIDED MINIMUM VOLUME & SURFACE AREA REQUIREMENTS ARE PROVIDED.
11. ALL DIVERSION DITCHES SHALL HAVE 12" COIR WATTLE CHECK DAMS SPACED EVERY 100 L.F. OF DITCH.
12. ALL EXISTING CATCH BASINS AND INLETS DOWNSTREAM OF DISTURBED AREAS SHALL HAVE SILT SACKS INSTALLED INSIDE THE
GRATES.
13. CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM DRAINAGE SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED.
14. TEMPORARY HDPE PIPES TO BE REMOVED AT CONCLUSION OF INITIAL EC PHASE.
SKIMMER SEDIMENT BASIN 0
MINIMUM DIMENSIONS (WxLxD) = 65'x162.5'x2.0'
VOLUME REQUIRED = 11,578 CF
SURFACE AREA REQUIRED = 10,409 SF
SURFACE AREA PROVIDED = 11,345 SF
TOP OF BASIN ELEVATION = 350.00
SURFACE AREA ELEVATION = 348.50
BOTTOM OF BASIN ELEVATION = 346.50
CLEANOUT ELEVATION = 347.50
EMERGENCY SPILLWAY LENGTH = 30'
EMERGENCY SPILLWAY ELEVATION = 348.50
SKIMMER SIZE = 2.5 INCH, 1.75 INCH ORIFICE
SKIMMER SEDIMENT BASIN 0
MINIMUM DIMENSIONS (WxLxD) = 57'xl14'x2.0'
VOLUME REQUIRED = 7,157 CF
SURFACE AREA REQUIRED = 6,434 SF
SURFACE AREA PROVIDED = 6,952 SF
TOP OF BASIN ELEVATION = 361.00
SURFACE AREA ELEVATION = 359.00
BOTTOM OF BASIN ELEVATION = 357.00
CLEANOUT ELEVATION = 358.00
EMERGENCY SPILLWAY LENGTH = 20'
EMERGENCY SPILLWAY ELEVATION = 359.00
SKIMMER SIZE = 2.5 INCH, 1.50 INCH ORIFICE
SKIMMER SEDIMENT BASIN 0
MINIMUM DIMENSIONS (WxLxD) = 51'x102'x2.0'
VOLUME REQUIRED = 5,607 CF
SURFACE AREA REQUIRED = 5,041 SF
SURFACE AREA PROVIDED = 5,615 SF
TOP OF BASIN ELEVATION = 374.00
SURFACE AREA ELEVATION = 372.00
BOTTOM OF BASIN ELEVATION = 370.00
CLEANOUT ELEVATION = 371.00
EMERGENCY SPILLWAY LENGTH = 15'
EMERGENCY SPILLWAY ELEVATION = 372.00
SKIMMER SIZE = 2.0 INCH, 1.25 INCH ORIFICE
NPDES STABILIZATION TABLE
LEGEND.
SEDIMENT BASIN
STOCKPILE
HORSESHOE INLET PROTECTION
SILT FENCE OUTLET
ROCK CHECK DAM
TS M
TEMP. SEED/MULCH/PERM. SEED
PS
OUTLET PROTECTION
�► COIR WATTLE
♦TDD DIVERSION DITCH
IIII INLET PROTECTION
OO SILT SACK
SILT FENCE
-TP-TP-TREE PROTECTION FENCE
DISTURBANCE LIMITS
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches and slopes 7 days None
High Quality Water (HQW) Zones 7 days None
If slopes are 10' or less in length and are not
Slopes steeper than 3:1 7 days steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length
All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
SCALE: 1 IN = 100 FT
100' 50' 0 100' 200'
SCALE IN FEET
HORIZONTAL
SEAL
.a0`O9�N CARO
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BEFORE YOU DIG,
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NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
SCALE: 1 IN = 100 FT
100' 50' 0 100' 200'
SCALE IN FEET
HORIZONTAL
SEAL
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OFF-SITE EROSION CONTROL
REFER TO SHEET C-31
/j
AREA TO REMAIN
UNDISTURBED
CONCRETE
/ WASHOUT AREA
CONSTRUCTION I i
ENTRANCE
340 -
34�\\
r
v \ - 355
STOCKPILE I
I 7� 0Ry
\\ \
\ 2- \
v°5 \
\ \ 111\ 1L
II►II / �
CROUTE DIVERSION�DTCH
TO YARD INLET
4! I 1 �/ 48
AREA TO REMAIN
( UNDISTURBED
/
/f
I
OFF-SITE EROSION CONTROL
REFER TO SHEET C-31
INSTALL STORM DRAINAGE AND INLET
PROTECTION AFTER SEDIMENT BASIN
HAS BEEN REMOVED /
y
IN'0 PROTECTION, TYP.
INSTALL ON ALL STORM \
DRAINAGE INLETS
SIL FENC , TYP \\\ \ 7_'
\ 1 f NEUSE RIVER RIPARIAN
BUFFER I
FOR EXISTING POND \
LL. J ,
0
W
ODISTURBANCE
20 LIMITS, TYP
.r / ...Too /
EF
3 /
3 / B E C K L R D;
50' PUBL C ROW
I
29 28 / 27 I
PROPERTY BOUNDARY � �
385 _
NOTES:
1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL
REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO
SCALE OF THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE THEY ACTUALLY WILL BE
INSTALLED IN THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE DISTURBANCE WITHIN THE WETLAND AND/OR
STREAM BUFFER AREAS.
2. THE WORK ASSOCIATED WITH THIS PERMIT INCLUDES CLEARING AND GRUBBING AND INFRASTRUCTURE INSTALLATION ONLY. THIS
DOES NOT INCLUDE MASS GRADING OF INDIVIDUAL LOTS. INDIVIDUAL BUILDERS WILL BE RESPONSIBLE FOR OBTAINING LAND
DISTURBANCE PERMITS FOR DISTURBANCES OVER 1 AC PER THE WAKE COUNTY SEDIMENT & EROSION CONTROL ORDINANCE.
3. TOTAL DISTURBED AREA = 10.15 AC
4. REFER TO DETAIL SHEET D-06 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL NARRATIVE, MAINTENANCE NOTES,
STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT WAKE COUNTY STANDARDS AND REGULATIONS.
6. NO MASS GRADING IS TO BE CONDUCTED ON-SITE. SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
7. THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY
WAKE COUNTY S&EC.
8. ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF -INSPECTION LOG.
10. SHAPE OF SEDIMENT BASINS CAN VARY AS SHOWN PROVIDED MINIMUM VOLUME & SURFACE AREA REQUIREMENTS ARE PROVIDED.
11. ALL DIVERSION DITCHES SHALL HAVE 12" STRAW WATTLE CHECK DAMS SPACED EVERY 100 L.F. OF DITCH.
12. ALL EXISTING CATCH BASINS AND INLETS DOWNSTREAM OF DISTURBED AREAS SHALL HAVE SILT SACKS INSTALLED INSIDE THE
GRATES.
13. CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM DRAINAGE SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED.
LEGEND:
SKIMMER SEDIMENT BASIN C)
MINIMUM DIMENSIONS (WxLxD) = 65'x162.5'x2.0'
VOLUME REQUIRED = 11,578 CF
SURFACE AREA REQUIRED = 10,409 SF
SURFACE AREA PROVIDED = 11,345 SF
TOP OF BASIN ELEVATION = 350.00
SURFACE AREA ELEVATION = 348.50
BOTTOM OF BASIN ELEVATION = 346.50
CLEANOUT ELEVATION = 347.50
EMERGENCY SPILLWAY LENGTH = 30'
EMERGENCY SPILLWAY ELEVATION = 348.50
SKIMMER SIZE = 2.5 INCH, 1.75 INCH ORIFICE
SKIMMER SEDIMENT BASIN 0
MINIMUM DIMENSIONS (WxLxD) = 57'x114'x2.0'
VOLUME REQUIRED = 7,157 CF
SURFACE AREA REQUIRED = 6,434 SF
SURFACE AREA PROVIDED = 6,952 SF
TOP OF BASIN ELEVATION = 361.00
SURFACE AREA ELEVATION = 359.00
BOTTOM OF BASIN ELEVATION = 357.00
CLEANOUT ELEVATION = 358.00
EMERGENCY SPILLWAY LENGTH = 20'
EMERGENCY SPILLWAY ELEVATION = 359.00
SKIMMER SIZE = 2.5 INCH, 1.50 INCH ORIFICE
SKIMMER SEDIMENT BASIN 0
MINIMUM DIMENSIONS (WxLxD) = 51'x102'x2.0'
VOLUME REQUIRED = 5,607 CF
SURFACE AREA REQUIRED = 5,041 SF
SURFACE AREA PROVIDED = 5,615 SF
TOP OF BASIN ELEVATION = 374.00
SURFACE AREA ELEVATION = 372.00
BOTTOM OF BASIN ELEVATION = 370.00
CLEANOUT ELEVATION = 371.00
EMERGENCY SPILLWAY LENGTH = 15'
EMERGENCY SPILLWAY ELEVATION = 372.00
SKIMMER SIZE = 2.0 INCH, 1.25 INCH ORIFICE
NPDES STABILIZATION TABLE
-._ BILI
F�� .•�-
SEDIMENT BASIN
STOCKPILE
HORSESHOE INLET PROTECTION
SILT FENCE OUTLET
ROCK CHECK DAM
TS M
TEMP. SEED/MULCH/PERM. SEED
PS
OUTLET PROTECTION
Iow* COIR WATTLE
♦TDD DIVERSION DITCH
IIII INLET PROTECTION
OO SILT SACK
SILT FENCE
TP TREE PROTECTION FENCE
DISTURBANCE LIMITS
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches and slopes
7 days
None
High Quality Water (HOW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length
All other areas with slopes fatter than 4:1
14 days
None, except for perimeters and HQW Zones
BEFORE YOU DIG,
CALL
8I
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
SCALE: 1 IN = 100 FT
100' 50' 0 100' 200'
MEMIll
SCALE IN FEET
HORIZONTAL
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I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
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40' HERITAGE
TREE BUFFER
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SITE LANDSCAPE NOTES:
1. LANDSCAPE BUFFER SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE PRELIMINARY SUBDIVISION
APPROVAL. SEE DETAIL THIS SHEET FOR REQUIREMENTS.
2. HERITAGE TREES ARE IDENTIFIED ON THIS SHEET & WILL REMAIN AS -IS. NO REPLACEMENT REQUIRED.
3. ADDITIONAL LANDSCAPING ON SITE MAY BE PROVIDED BY DEVELOPER.
4. ALL HERITAGE TREES SHOWN ON THIS SHEET MUST REMAIN PER TOWN OF FUQUAY-VARINA CODE OF
ORDINANCE H, CLEAR CUTTING AND PROTECTION OF HERITAGE TREES OF THE TOWN OF FUQUAY-VARINA
CODE OF ORDINANCES.
30' TYPICAL SPACING
10' TYP. SPACING
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100'
20'WIDE TYPE'C' BUFFERYARD
LOCATION = ALONG KENNEBEC ROAD NOT TO SCALE
RED CEDAR (JUNIPERUS VIRGINIANA)
0EASTERN
6' HIGH @ PLANTING
YAUPON HOLLY (ILEX VOMITORIA)
Q 18" HIGH @ PLANTING
NUMBER OF PLANTS PER 100 FEET
LARGE EVERGREEN TREES 3
EVERGREEN SHRUBS 73
TOTAL LENGTH OF TYPE'C' BUFFER = 1950'
TOTAL LARGE EVERGREEN TREES: 59
TOTAL EVERGREEN SHRUBS: 254
20' WIDE TYPE'C'
1 BUFFER TYPICAL SECTION
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SCALE: NTS
SCALE: 1 IN = 100 FT
100' 50' 0 100' 200'
SCALE IN FEET
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