NCC215505_Site Plan or Location Map_20211006

PUBLIC IMPROVEMENT
QUANTITIES
PHASE NUMBER
PHASE 1
NUMBER OF LOTS
-=
LOT NUMBERS BY PHASE
i
NUMBER OF UNITS
==
LIVABLE BUILDINGS
=-
OPEN SPACE?
YES
NUMBER OF OPEN SPACE LOTS
3
PUBLIC WATER {LF)
213D
PUBLIC SEWER (LF)
3, 7
PUBLIC STREET (LF)
1,86
PUBLIC SIDEWALK (LF)
4,343
STREET SIGNS (LF)
1,866
WATER SERVICE STUBS
46
SEWER SERVICE STUBS
44
(ATTENTION CONTRACTORS(
LEGEND
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
EXTENS10N OF WATER AND SEWER, AS APPROVED IN THESE PLANS,
IS RESPONSIBLE FOR CONTACTINC THE PUBLIC WORKS
DEPARTMENT AT (919) 99G-2409, AND THE PVBUC UTILITIES
DEPARTMENT AT [phone]AT LEAST TWENTY FOUR HOURS
PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION,
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES AND REQUIRE REINSTALLATION OF ANY WATER
OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG,
HAVE PERMITTED PLANS ON THE JOBSITE OR ANY OTHER VIOLATION
OF CITY OF RALEIGH 5TANDARDS WILL RESULT IN A FINE AND
POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF
RALEIGH.
EXISTING
PROPOSED
FIRE HYDRANT
ro-+ PP
POWER POLE
a IPS
IRON PIPE SET
o IPF
IRON PIPE FOUND
o
CALCULATED POINT
X
WATER VALVE
H
CATCH BASIN
O
SANITARY MANHOLE
#
0
BLOW OFF VALVE
Q
PROJECT BOUNDARY LINE
- -
ADJACENT PROPERTY LINE
- -
- - -
RIGHT OF WAY
- - -
- -OHE
OVERHEAD ELECTRIC LINE
E
SANITARY SEWER LINE
S5
-
STORM DRAINAGE LINE
-
- - W
WATER LINE
W
- 405
MAJOR CONTOUR LINE
405
- - - 404- - - -
MINOR CONTOUR LINE
404
w • v w w w
W w w + + w
I
WETLAND
NEUSE RIVER RIPARIAN BUFFER II
100 YEAR FLOOD PLAIN
TREE CONSERVATION AREA
TREE COVERAGE AREA
OPEN SPACE
HANDICAP RAMP HCR
RIGHT-OF-WAY OBSTRUCTION NOTES
•
Lane and sidewalk closures or detours: Prior to any lane or sidewalk obstruction, the contractor or engineer shall submit a traffic control and/or pedestrian plan along with
a Right -of -Way Services Application to request the obstruction prior to the start of work. [e-mail] for approval,
•
The City of Raleigh requires an approved Right -of -Way Obstruction Permit for work on any public street or sidewalk and NCDOT road within RaIeigh's Jurisdiction-
•
All Traffic Control Signage and practices shall adhere to the Manual on Uniform Traffic Control, and the latest edition of the NCDOT "Standard Specification for Roadway
Structures", NCDOT "Roadway Standard Drawing Manual", and the NCDOT supplement to the MUTCD.
•
All public sidewalks must be accessible to pedestrians who are visually impaired and/or people with mobility concerns. Existing and alternative pedestrian routes during
construction shall he required to be compliant with the Public Rights of Way Accessibility Guidelines (PROWAG), the ADA Standards for Accessible Design and the Manual
on Uniform Traffic Control Devices �M UTCD)_
•
Prior to the start of work, the Client shall Schedule a Pre -Construction meeting with the Engineering Inspections Coordinator to review the specific components of the
approved plan, and ensure all permits are issued.
•
All permits must be available and visible on site during the operation.
SOLID WASTE INSPECTION STATEMENT
1.
50LID WASTE SERVICES ARE TO BE PROVIDED BY CITY OF RALEIGH.
2.
THE DEVELOPER WILL COMPLY WITH ALL REQUIREMENTS SET FORTH IN THE SOLID WASTE MANUAL.
3.
THIS PROJECT HAS ROLL -OUT CARTS FOR SOLID WASTE AND SINGLE -STREAM RECYCLIN6-
4.
EACH RESIDENTIAL LOT SHALL PROVIDE A DESIGNATED LDCATION FOR STORAGE OF ROLL -OUT CART5.
FIRE DEPARTMENT NOTES
1,
FI RE DEPARTMENT ACCE55 LANES MUST ALLOW FIRE APPARATUS TO DRIVE WITH IN 150' OF ALL PORTION5 OF THE FIRST FLOOR EXTERIOR WALL KC 503.1.1)
2.
APPARATUS ACCE55 ROADS (DEAD END) GREATER THAN 150' REQUIRE APPROVED AREA TO TURN APPARATU5 AROUND (HAMMAR HEAD, WYE, OR 96' CUL-DE-SAC)
3.
MINIMUM APPARATUS ACCESS WIDTH 24', INSIDETURN RADIUS 28'
4.
ALL NEW FIRE HYDRANTS SHALL BE EQUIPPED WITH NST THREADS AND WITH A 5 INCH STDRZ CONNECTIDN
5.
FI RE FLOW ANALYSIS MUST BE PROVED AT TIME OF BUILDIMG PERMITS PER TH E 2012 NCFC, SECTION 507.3
CASE NO.: SPR-0227-2019
SITE PERMIT REVIEW - MAJOR
Conventional Subdivision
BRIDLE RUN
(FORMERLY COTTAGES AT BAN)
4505 Tryon Road, Raleigh, NC 27606
COR APPROVED: 3/1/2021 COR REVISION #1 1ST SUBMITTAL: 7/12/2021
NCDOT SUBMITTAL: 8/25/2021 COR REVISION #1 2ND SUBMITTAL: 8/31/2021
SITE DATA SHEET
DEVELOPMENT
Project Data Sheet SERVICES
DEPARTMENT
r}K}ylepment$emkesCliviamerServiceCenrl'r f.,'Y,aripePlea.3nice-0D41Rakial.N(:1:W �Ifl-C`1G-24a3
Litehrord SREL'llite OfnL*I &320- I30 _nrkl-wd RuaJ I Rak-i6b. NC 2i4a1 I919-W&42W
GENERAL INFORMATION
Bevalopment Name: Brldie Run Propomd Um; 8ingie Fotnlly IRe61deMlal
Properly Address(es0:4505 Tryon Road Raleigh, NC 27606
Wake County Property IdentlTicaUen Number(sl (PIN} foreach puroel to which these guidelines will apply:
PIN#0782474590 PIN 407a#2477601 I PIN#0782572676 1 PIN#
What iO the project type? rlRpartment rRPnk rElderly Facility r-He$pilal rHgleVtw 9M rindusknEi1 Building
-iMixad RA9idem1ial rNon-REssidential Condo rOHien nRnligious Institution nRasidantial Condo -iRetall
nschool n5hopping Conter IASmgle Farnlly Residential ❑Telocommunlcatlon Tower nfownhmse rflther
Scope of Work: 50 Lots (44 single family detached dwelling units, 3 HOA lots, 3 C1pen Space lots), 3
new public streets, grading, utilities, storm water & tree conservation areas.
FOR APARTM ENT$, CONDO$, AND TCWNHOMES ONLY
1. Total number of townhouse krts- __ Number attached- _ Number delached: 44
2. Total number of apartment yr condominium units;_
8. Total number of Congregate Care or Life Care Dmiling units:-.
4. Overall total number of dwelling units (from 1-3 above): 44
5. Number of bedroom units: OR 2BR 3BR xx 4BR or mare xx
6. Overall unit(s) per acre densities per zoning distnct(s): 6.0
DEVELOPMENT TYPE AND SITE DATA TABLE (applicable to all developments)
2onin9 Information
Building Inf6 matitn
Zoning Distriet(s): R-1O-GU with 5WP0D
Proposed use of building(s): Rasiden9al -lea simple
It more than one district, provide acreage of eaoh:
1677
Proposed Sq. Ft. of buildingisl gross:
Overley Distdgt(s): SWpOD r SHOD-1
Total Oita 89MOSe:16,77
Existing 5q. Ft. of building(s) gross: p
Total Sq. Ft. 9n7se (existing end proposed): 0
Off street parking: Required p Provided 1
Proposed height of b4idding(s):
COA (Certificate Of Appropriateness) case # NIA
FAR (floor area ratio) %: p
BOA (Board of Adjustment) case # A -NfA
Building lot coverage %: NA
GUI] (Cetldi iOrlai USe L)IwOtj 08Se 92 - 43.15 InSide City Limi15? Ll Yes N Nc
STORMWATER INFORMATION
Existing impemaus surfam. 0.29 AC acres/square feet
Proposed impervious surfaoez 503 AO aresfsquare legit
Newe River buffer: LjYes KNo Wetlands: Ljyes Ne
Flood Harard Area' Yes orn (ryes, Alluvial Soils Flood Study, FEMA Map Panel fk
Total disturbed area; 1$.8 AC <9sm-are feet
PAUL t OF I ►E4''M1 W.R kLEIGHNC.G01' REVISION 03-22.16
OWNER/DEVELOPER
CND -BRIDLE RUN, LLC
1901 N. HARRISON AVENUE
CARY, NORTH CAROLINA 27513
CONTACT: RYAN JACKSON
PHONE: [phone]
EMAIL: [e-mail]
CONSULTANTS
SURVEYOR
GEOTECH ENGINEER
WITHERS RAVENEL
TM ENGINEERING, INC
115 MACKENAN DRIVE
103 HIAWATHA COURT
CARY, NORTH CAROLINA 27511
CARY, NC 2727513-4743
PHONE: [phone]
PHONE: [phone]
EMAIL: [e-mail]
CONTACT: TOBY MALLIK, PE
PREPARED B:
W*IthersRavenet
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 I license 4- C-0832 I www.withersravenel.com
LANDSCAPE ARCHITECT: DANIEL WHATLEY, PLA
CIVIL ENGINEER: ARNALDO ECHEVARRIA, P.E.
[e-mail]
[e-mail]
KNOW VVHATS BELOW.
CALL BEFOREYOU DIG.
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SPR MYLAR REVISION TABLE
TRANSACTION NUMBER)
REVISED SHEET NUMBER(S)
APPROVAL DATE
RIGINAL MYLAR
E
31112 221
REVISION 1
0.0, 2A, 2.1, 22, 3.0, 4,0, 5.0, 6.0-6.6,
7.2, 7.4. 7.618.0, 8.1, L1.0. L1.1, L1.2
SHEET INDEX
Sheet Number
Sheet Title
0.0
COVER SHEET
0.1
ADMINISTRATIVE APPROVAL SHEET
0.2
GENERAL NOTES
1.0
EXISTING CONDITIONS
1.1
EXISTING CONDITIONS- SEWER OUTFALL
2.0
SUBDIVISION PLAN
2.1
TRANSPORTATION PLAN SHEET
2.2
FIRE DEPARTMENT ACCESS PLAN
3.0
UTILITY PLAN
3.1
UTILTIY PLAN - SEWER OUTFALL
4.0
STORM DRAINAGE PLAN
5.0
5.1
GRADING PLAN
HANDICAP RAMP SPOT GRADES
6.0
EROSION CONTROL (STAGE 1)
6.1
EROSION CONTROL (STAGE 1) OUTFALL
6.2
EROSION CONTROL (STACE 2)
6.3
EROSION CONTROL (STAGE 2) OUTFALL
6.4
EROSION CONTROL (STAGE 3)
6.5
EROSION CONTROL (STAGE 3) OUTFALL
6.6
NPDES PLAN
7.1
BRIDLE RUN DRIVE PLAN & PROFILE
7.2
HORSEWALK CIRCLE & BRISK GALLOP (NAY PLAN & PROFILE
7.3
SANITARY SEINER OUTFALL A PLAN & PROFILE
7.4
SANITARY SEINER OUTFALL A PLAN & PROFILE
7.5
7.6
STORM DRAINAGE PROFILES
STORM DRAINAGE & DOVER FARM ROAD WATERLINE PROFILES
7.7
STORM DRAINAGE CHARTS
8.0
STORMWATER MANAGEMENT PLAN AND DETAILS
8.1
STORMWATER MANAGEMENT DETAILS
9.1
SITE & ROADWAY DETAILS
9.2
SITE, ROADWAY, PAVEMENT & SIGNAGE DETAILS
9.3
WATER DETAILS
9.4
SEINER DETAILS
9.5
SEDIMENTATION & EROSION CONTROL DETAILS
9.6
STORM DRAINAGE DETAILS
9.7
NPDES DETAILS
L1.0
LANDSCAPE PLAN
L1.1
LANDSCAPE DETAILS
L1.2
TREE CONSERVATION PLAN
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The material and
Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook,
City of Raleigh Public Utilities Department Permit 9 W-3646R1
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The material and
Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit # 5.461 4
CITY OF RALEIGH - PLANS AUTHORIZER FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes- This limited review, and authorization
for construction is not to be considered to represent total compliance with all legal requirements for development and construction.
The property owner, design consultanU, and contractors are each responsible for compliance with all applicable City, State and Federal
laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and Federal Rules and Regulations_
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of Raleigh
Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must proceed in
accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any modification to this
approval once issued will invalidate this approval.
Digitally signed by Paige Townsend
City of Raleigh Development Approval RP nn � document.
Contact Info: Paige Townsend
Date: 2021.09.23 13:51:50-04'00'
City of Raleigh Review Officer
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� � �� ��� � �i 'f j � ���� �� ���/ / � � � � � t�j # f 1 � �� � � /♦ 1 J ff f / Jf jf � f/� I� �� �a5� �� �-'�_���� � � � � ��
A,\
LIMITS OF
! I / DISTURBANCE
F9� r
(TYP.)
r f f % J j/ f!
r f f f j SILT FENCE & TREE-
{ 'All / Y' f1 Ph 1 r`� �r PROTECTION FENCE
off J l /wfrr ! SILTFENCE
��]
.Ell jl Y x i' Ftvt�'- o-
!IF j SILT FENCE OUTLETIIE l
r _
77L
r SiLT FENCE & TREE
fMNG TREES
PROTECTION FENCE (5]TOIBEIREMOVED f TREE 1+ f
SILT FENCE PROTECTION I I
F�� FENCEI p j
VF -�` Yul `6' \ T+ (2)EXISTING TREES
f i FM _ _ } f TO BE REMOVED { f SKIMMER BASIN (#1)
J �FM } S5 �� TEMPORARY 1 t f f DI 12.19AC (PRE)! 13.22 AC (POST) 4
l r J n r r CON ENTRANCE 4
/ rFtA r r } { I I f f SILT FENCE f TREE
j LIMITS OFF _ }nor
+�
DISTURBANCE` 1 > r r x + DRAINAGE AREA (Tl P,) PROTECTION FENCE
(TYP-) , FML �i 2 3S 1 w } I {
� ++ �� � � �+_ � l TREE { � 1 i S�ITI�
PROTECTION S { f SILT FENCE OUTLET I I
f 1 ,�
FEN b I
1� 7 i 1 ,� 1 1 � � � � � �Ta � f � f � 44
I r EXISTING WETLANDS
{ I l 1, y + 1 (OFFSITE)
\ f 1 1 I f (GPS BY OTHERS)
TE` PaRA ! I � � I � I1 ,
\ l+ i +1 • / I i I 't 1 I 1 1 DI l y BAFFLE 1 I If
r ! 1 SILT FENCE & TREE f + f
PROTECTION FENCE I { } { CHECKDAMS
l yt ITYP,)
} \ f { TEMPORARY TEMPORARY
P J I TREE f I y 1 1 1 I I ~4 I
PROTECTION ! I ` ; DA= 0.95 AC f
{ � � ` � � SLOPE BRAIN #1 � SKIMMER � ELEVATAT
ONI446.04
1 j f, / FENCE l �� I {TYER INVERT IO
if J + 1 TO BE REMOVED TREES
� I / l I i � � \ 1 � � l } 1 � 1 � � � � I
l lit, f 1 �l f l I I I l 1 1 }} l l} 1 1 1
l III 1 r�i � �'
II
ld i y
1 I++ r f 1 I J # 1 I If
if Ir �1I I , JJ nt:. �� 1 \ } h 1 ! I ' 7 } l ti titi �, + If
v l f y 1 I TEMPORARY
SLOPE DRAIN C } PROTECTION FENCE
DA= 9-0 AC � I h � SILK FENCER FREE I
i++ TEMPORARY
\ i + n + TEMPORARY DIVERSION DITCH 41B (PRE) f I r rt 1I
I ff coNSTRucrloN r } 1 1 I f } 1 1 } WITH CHECKDAMS; CONTRACTOR TO
\ f f + ENTRANCE r y I I / S( l l y ENSURE POSITIVE SLOPE TO i
TEMPORARY SLOPE DRAIN- I l \ SILT FENCE OUTLET
I IL f f y } } y I I I { f I 1 1r1 �I cal
f /
INV. 4472'
f 1 1 I \ TEMPORARY PIPE
CONSTRUCTION CROSSING 18'RCP
TE DRAINAGE AREA(TYP,) \
EXIT CONCRE
18 RCP WITH p i
MOUNTABLE x- J f f I, Cw
� I { I I � { ��1 + � � � ��� BERM � [ ++
SILT FENCE &TREE
I TEMPORARY / f I S 'NV. 447.5 PROTECTION FENCE
TEMPORARY DIVERSION DITCH #2 SLOPE DRAIN #3 J f f + j \ :r - ` ` ,� ( �r
I j WITH CHECKDAMS 1
\ SILT OUTLE-
} z
4V x 80' TEMPORAR SKIMMER
11 f{ -'xD f BASIN (92) WITH WEIR OUTLET
AND BAFFLES
f�,D 09 DA= 2.32 AC } 1 4 l 1 �� 1 1 I I l \
11 1 f 1 1 I�
t
'r° � � SKIMMER (TYP-) � � � � � � � 1 l i � � � � � � � � � f � ♦ � i �} M r y Y
I \PP
' SILT FENCE . } I TEMPORARY DIVERSION
1 J \ SILT FENCE OUTLET I 4
i DITCH #1 B (PRE} 4YITH off y j { 'N
l \� _ # I l\ I CHECKDAMS y y I r i t
< i \ X� - � � # 1 1 �♦ tit I } , . ,
+ 1 / i y, ,
\ - \ f REINFORCED STABILIZED
1 ill •I f \ � � _ ! f I' j \ I t I f \ OUTLET Wf SEDIMENT
TEMPORARY DIVERSION 'fl I FENCE (SW-20.24) \
DITCH Al B (PRE) WITH ) ��Y- LIMITS OF' V \
CHECKDAMS \ I J
DISTURB(TYP){ �� {
\ \ \
{ _ CHECKDAMS , Y ' 465 \ I
{TYP.)�\ + II
\-
I 1 r r y r I * TOTAL DISTURBED AREA - 16.8 ACRES I♦
f f + SILT FENCE f # \ 1 \ t OUITLEaT W1 RGE� DIMEINT ED
• REFER TO SHEETS 9.5 FOR SEDIMENTATION ♦ a -
/ FENCE (SW-20,24)
& EROSION CONTROL DETAILS.1io -��\ -y ]�Ir r`+ _ ��,' \ `
1 # , CONTRACTOR TO MAINTAIN EXISTING DRAINAGEp
EROSION CONTROL SEQUENCE OF CONSTRUCTION (STAGE 11
1. OBTAIN A LAND DISTURBANCE PERMIT FROM CITY OF RALEIGH.
2- SUBMIT DOCUMENTATION REQUIRED UNIDERTHE SITE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITY (NCG010000) TD STORMWATER INSPECTIONS THROUGHOUT THE
PROJECT.
3. PRIOR TO BEGINNING CONSTRUCTION, GO TO PERMIT.RALElOHNC.GOVTO SCHEDULE AN
ON -SITE PRE -CONSTRUCTION MEETING- CONTRACTOR AND OWNERS REPRESENTATIVE MUST
ATTEND.
4, FLAG LIMITS OF CLEARING AND INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL
MEASURES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION ENTRANCE, CONCRETE
WASHOUT. SILT FENCE, TREE PROTECTION FENCE, DIVERSION DIKES WITH CHECK DAMS, SILT
FENCE OUTLETS, TEMPORARY SKIMMER RASIN Al WITH BAFFLES AND TEMPORARY SLOPE
DRAINS. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO
DITCH WHILE TEMPORARY SKIMMER BASIN #2 IS IN
PLACE. TO PROVIDE SAFE CONVEYANCE OF RUNOFF
f f 1
f x i 4--��
INSTALL THE PERMITTED MEASURES- ALL EROSION CONTROL MEASURES SHALL BE INSPECTED
AND MAINTAINED, IF NEEDED. AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT.
NOTE; SKIMMER BASIN 41 IS TO BE CONSTRUCTED PER THE APPROVED
STORMWATER MANAGEMENT PLAN AND DETAILS, BUT GRADED WITHOUT THE
FORERAY, DURING THE TIME IT IS BEING UTILIZED FOR EROSION AND SEDIMENT
CONTROL PURPOSES. INITIAL GRADING UPSTREAM OF THE BASIN AS SHOWN Olv
SHEET 6.0 WILL BE REQUIRED IN ORDER TO ALLOW FOR RUNOFF TO ENTER THE
SKIMMER BASIN.
5. GDTO PER MIT. RALEIGHNG.GOV TDSCHEDULE A STORMWATER SITE INSPECTION ONCE A
PERIMETER CONTROLS ARE IN PLACE.
6. UPON APPROVAL OF THE STORMWATER SITE INSPECTION. COMMENCE PERMITTED LAND
DISTURBING ACTIVITY- CLEARING, GRUBBING, AND GRADING.
NOTE: SITE CONTRACTOR TO MAINTAIN DRAINAGE DITCH DOWNSTREAM FROM THE TEMPORARY
SKIMMER BASIN #2 OUTFALL DURING STAGE 1 CONSTRUCTION ACTIVITIES.
Peak Discharge Values from Routing
Label
Scenario
Return Event
(years)
Hydrograph
Volume (ac-ft)
Time to Peak
(hours)
Peak Flow
(ft3{5)
Existing
Sediment Basin Routing 2-year
2
0.941
12.210
11.2
Existing
SedimentBasinRouting10-year
10
2.040
12.190
28.6
Existing
SedimentBas]nRouting25-year
25
2.B94
12.190
38.6
During Construction
Sediment Basin Routing 2-year
2
0.291
12.360
1.4
DuringConstruct! on
SedimentBasinRoutingl0-year
10
1.343
12.150
9.9
During Construct! on
Sediment Bas]n Routing 25-year
25
2.466
12.120
14.5
Post Development
5CM Routing 2-year
2
1.413
12.103
3.4
Post Development
5CM Routing 10-year
10
2.296
12,340
16.9
Past Development
SCM Routing 25-year
25
3.937
12.200
35.8
DRAINAGE DENUDED
PEAT{
WEIR
VOLUME
VOLUME
SURFACE
SURFACE
SKIMMER
COMPOSITE
SKIMMER
SASIN TYPE
AREA
AREA
FLOW Q25
BASIN DIMENSIONS
LENGTH
REQUIRED
PROVIDED
AREA REQ,
PROVIDED
ORIFICE
RATIONAL C
SIZE [IN]
[A0[
[A0]
[CFS]
[FT]
[CF]
[CF]
[SF]
[SF]
SIZE [IN]
LE[FTI
DEPTH [FTJ
WIDTH (FTJ
SB #1
SKIMMER
11.04
11.04
0.50
45.21
7.0
170.0
125-0
25
15:522
109,501
15,330
21,250
8.0
5.40
SB 02
SKIMMER
2.33
2.33
0.50
9.54
1 3.0
80.0
52.4
1 20
1 4,194
1 10,248
1 4,115
1 4,160
1 2.0
1.76
MOTES:!"' 1' OF FREEBOARD IS SHOWN PROVIDED FOR THE BASINS. VOLUME CALCULATION DOES NOT INCLUDE FREE®DARD.
SURFACEAREA REQUIREM ENT FOR A SKdM M ER SEDIM ENT BASIN DETERM INED PER NCDENR EROSION CONTROL M ANUAL (326 SFIOPS FOR 25 YR STORM).
VOLLIM ERiIREM ENT FORA SLUM M ER SEDIMENT BASIN DETERM INEID PER NCDENR EROSION CONTROL MANUAL (1800 CF PER DISTURBED AREA).
25-YR RAINFALL INTENSITY = 8.19 INiHR
DRAINAGE
CALCULATED
CALCULATED
CALCULATED
RATIONAL
CI
SLOPE
NAME
AREA
DEPTH
SHEAR STRESS
VELOCITY
TYPE OF LINER
U
(CFS]
C%)
(AC)
(FT)
(LBSlFTz)
(FVS)
Temporary Diversion Ditch 41A
0-50
2.33
9.53
1-01%
11$1
0.51
3..23
NAG S75
Temporary Diversion Ditch # 1 B (Pre)
0.50
7.00
29.68
2.1604
1.16
1.57
5.72
NAG 5150
Tern porary Diversion Ditch #1B (Past)
0.50
6.99
28.$1
2.07%
1.17
1.51
5.63
NAG S150
Temporary Diversion Ditch #2
4.54
2.34
9.57
1.01%
0.82
0.52
3,23
NAG 575
Notes
1 Rainfall Intensity based Dn the 25 year storm (iWhr) = 8-19
2 Calculated depth and calculated velocity based Dn FIDwMaster output.
3 NAG S75: North American Green S75 or equal
NAG S150- North American Green S150 or equal
KNOW WHAT'S BELOW,
CALL BEFORE YOU DIG.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CURRENT CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS AND NCDOT, IF APPLICABLE
EROSION CONTROL LEGEND
5F
TP
S FrI-P
>TD
DRAH4AGE AREA
SILT FENCE
TREE PROTECTION FENCE
SILTFfREE PROTECTION
COMBINATION FENCE
TEMPORARY DIVERSION)
PERIMETER DRAINAGE DITCH
LIMITS OF DISTURBANCE
SILT FENCE OUTLET
SKIMMER BASIN
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
CHECKDAM
GRAPHIC SCALE
so 0
1 inch = S0 `t.
CITY OF RALEIGH - PLANS AUTHORIZED FOR
CONSTRUCTION
Plans for the proposed use have been reviewed for Ueneral
compliance with applicable codes- This limited review, and
authorization for construction is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for compliance
with all applicable City, State and Federal laws. This specific
authorization below is not a permit, nor shall it be construed to
permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and
Federal Rules and Regulations- This approval of this electronic
document is only valid if the document has not been modified
and the digital signature below is valid:
City of Raleigh Development tfgAaI by P.R.o--end
Reason: I am appmving iacumen .
Contact Info: Paige Townsend
Date: 2021.09.23 13:51:57-04'00'
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Job No.
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02120375.45
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Date
Designer
10110139
WR
�4a04oE�onooa�$a
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Revisions
1
REVISED PER CDR 1ST
SPR COMMENTS
12/10/19
2
DEVELOPER CHANCE
08129/20
3
REVISED PER COR 3RD
SPR COMMENTS
02/15/21
4
REVISED WATERLINE
AND LIMITS
7 f12/21
5
REV #1 COMMENTS
8f31/21
Sheet No.
6.0

DocuSign Envelope ID: 691510E6-9132-4102-A185-BBSIE7197707
l
1
\ SILT FENCE & TREE
I \ PROTECTION FENCE
/——�—�—
TEMPORARY DIVERSION DITCH #1 B (PRE) --
WITH 0HECKDAMS;CONTRACTOR TO
ENSURE POSITIVE SLOPE TO
TEMPORARY SLOPE DRAIN. \ / SILT FENCE OUTLET
r !JI
I NV- 447.2'
1 TEMPORARY PIPE
CROSSING 18" RCP-
1
18' RCP WITH
MOUNTABLE �i y �� f { ff
BERM l i+ r • / TdP OF BANK 11 -
1 4 I f 501 START t /
�
�r SILT FIE NCE& TREE i — — — — — — — _ NEU ERIVER BUFFER f / f r f a
INV. 447.6 PROTECTION FENCE
Ij. ZONE 2
I SILT FENCE OUTLET — \ I NEUSE RAVER BUFFER _- - - -
� b � � � � � � f EX. POW
�
w t �1 `.-- 4F 1tiy4TER���-
1-
10(1CL5 10A+L5 1 �1; 1--' C
t / - REINFORCED STABILIZED \ \ IN,f ~ �r�w r ff 4,
OUTLET WI SEDIMENT ♦ \ \ / ( _ C W i" 12 r
\ FENCE (SW-20,24) 1NV'I ? \ r ~ \ W / j LU
LIMITS OF - - f r t f J
a } DISTURBANCE r /
�7I3
�� { + +� �/ \ � � \L--=—� — W# �
� f � ��� f if � If ■,� �����_ ._ __. ---
IN
1 f
\� REINFORCED STABILIZED \ % IIf,4
t OUTLET W} SEDIMENT % r f
FENCE (SW-20.24)
1 JJ
�4 tiT���e� � \ I��� �' �1�}�'♦ ♦♦ti�� �� � \� 1 �r �♦ � ��•�� ���._—��� J I I f{ {# �{ I� }� ��
ZOEI-
1 - — — NEUSE VER BUFFER
I �ww-
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OFBANKJ26NE1
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U)— �.—TBP8F K`
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— —„---
f — ��l"f4VEN WIRE FENCE
'411—\ A
TRANSFORMS 445
Uj
r { `
KNOW WHAT'S BELOW,
CALL BEFORE YOU DIG.
• TOTAL DISTURBED AREA =16.8 ACRES
• REFER TO SHEETS 9.5 FOR
SEDIMENTATION & EROSION CONTROL
DETAILS.
SF
TP
S FrTP
>TD
- DRAINAGE AREA
SILT FENCE
TREE PROTECTION FENCE
SILT1TREE PROTECTION
COMBINATION FENCE
TEMPORARY DIVERSION)
PERIMETER DRAINAGE DITCH
LIMITS OF DISTURBANCE
SILT FENCE OUTLET
SKIMMER BASIN
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
CHECKDAM
GRAPHIC SCALE
a 2s so
1 inch = 50 ft.
CITY OF RALEIGH - PLANS AUTHORIZED FOR
CONSTRUCTION
Plans for the proposed use have been reviewed for Ueneral
compliance with applicable codes- This limited review, and
authorization for construction is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for compliance
with all applicable City, State and Federal laws. This specific
authorization below is not a permit, nor shall it be construed to
permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and
Federal Rules and Regulations- This approval of this electronic
document is only valid if the document has not been modified
and the digital signature below is valid:
City of Raleigh Development tfgAaI by Pai eTownsend
Reason: I am approving is acumen .
Contact Info: Paige Townsend
Data 2021.09.23 13:51:58-04'00'
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Job No.
Drawn By
02120375.r35
W R
Date
Designer
10110119
WR
Revision
1
REVISL❑ P! k CDR 1ST
SPR COMMENT5
12/10/19
2
DEVELOPER CHANCE
06/29/20
3
REVISED PER COR 3RD
SPR COMMENTS
02/15/21
4
REVISED WATERLINE
AND LIMITS
06/29/21
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CURRENT CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS AND NCDOT, IF APPLICABLE

DocuSign Envelope ID: 691510E6-9132-4102-A185-BB39E7187707
�N
f _
z
LIMITS OF � I�
DISTURBANCE I f
TYP. SILT FENCE
(� %
SILT FENCE 8 TREEr r
PROTECTION FENCE
f SILT FENCE I f
{ , 1\
\
�SILTFENCE
_ Tp / SILT FENCE OUTLET l fI
1� SILT FENCE { —rF f`
ram_ T4 / TREE I 1
---- �� fFTul �� r - x - % { % �P } i / ` ' PROTECTION II f�
�`• - r r y SILT FENCE & TREE 4 f Tg I I FENCE I 1
PROTECTION FENCE — • i j f f r
TFENCE �i�� 3Sli
TEMPORARY # } I r
f f SKIMMER BASIN #1 }
55 i i J Er B CONSTRUCTION { f i DA=12-19 AC PRE 113-22 AC(POST)
1 / VJ r_." r C v i u, ! ENTRANCE } { } f { } } f ) { I�
SILTFENCE F4fl � - - d � l � l � � 1 + } � } { } � � � }
% LIMITS OF - _ -- 1 } f f f SILT FENCE ITREE } +• f 4 ff l
% DISTURBANCE r Y� 1 - - _� 1 i ti4 f } } } } BAFFLES TO BE MAINTAINED DURING PROTECTIDN FENCE SILT FENCE OUTLET /
(TYP f L 1 j f CONVERSION" ADJUSTMENT OR RELOCATION /
--- 47A 475 i 1 TREE MAY BE NEEDED DURING THAT PROCESS.
ATfi � � � � � 1 { I
f r l ti 4 aD5 4T5 — i OTT PROTECTION j i 1 1°1f
`— �� ✓ LIMITS OF } � � �---- jj
�
i`
+a 1r �
DISTURBANCE / - � � } � �5,� ''h•:•" � f f � � �
\ (TYP,) } t
: 1 (OFFSITE)
63 1, � � � � E?SISTING WETLANDS
SILT FENCE # THE f
PROTECTION FENDA°'�� I1 (CPS BY OTHERS)
\ 1 SILT FENCE & TREE
PROTECTION FENCE
462
r I 20
INLET PROTECTION I C I ll SKIMMER '
(TYP-) a ~ - i (TYP.)
� — — — — � — +f 1 � 1 1 I + � � f } f � _ 4�$ - - -_-- - f•� � f � l� � 1 � 1 � t >< �� �� �4
l Ili TEMPORARY
CONSTRUCTION y h (2
f + ENTRANCE f I { i J I I TEMPORARY SLOPE -- ----� ' SILT FENCE & TREE 7
{ Q / a , } j l ` i I i DRAIN# PROTECTION FENCE
1111 1 T 1 / d ' f I I 1 ` h BA= 0.25 AC (PbST} 450
I l+f / I ff _ { f } f� ll I . 1 1 �, I �I
TEMPORARY DIVERSION DITCH I
1 i _-. � � } ti � I � � #iB (POST) WITH CHEGKDAMS;
1 f { �( CONTRACTOR TOENSUI 1
INLET f f 1 }l , i I POSITIVE SLOPE TO j
+ PROTECTION TEMPORARY SLOPE DRAIN"
ffyp
� . . cg
SIT FE } � OUTLET (Y3
VV
Gs f { Q ! 1 I 1 1 TEMPORARY PIPE LLD -
_ CROSSING 18" RCP w
r y r EX T CONCRETE
WASH RACK b1 1 } I
03'1 SILT FENCE & TREE
{ { { PROTECTION FENrP:
45p
IF-
! x f -_ } 1 I r "�` �L \ 4 SILT FENCE OUTLET 't,
i r TEMPORARY
! r _ DIVERSION INLET
x l 1 1 1 i
j 1 { DITCH 92 CHECKDAk15 5S __� �� � '
o } (TYP.) air 1 } { b ✓r 1 gyp-)
1 I� � .
A � — y � ~ � � � —1 I� ��
~� REINFORCED, STABILIZED}
/ f I 31 \ I ONCE ( W41Ii SEDIMENT
ED t� ENT
/ f REMOVE SKIMMER BASIN #2 ONCE } {I \ l
STORM DRAINAGE SYSTEM TO OHS _ A I f r I }
1
SKIMMER BASIN #1 HAS BEEN {� r j
INSTALLED, AND INLET \ O�
1 + / PROTECTION IS IN PLACE.
Jill V Ix
{ }I r f 1 7
_+REINFORCED STABILIZED
OUTLET W1 SEDIMENT
S
FENCE
(2024
~IN-.
i / v SILT FENCE & TREE1
PROTECTION PENCE a zt:z_ _ IN \ — y'
LIMITSDF��
/� DISTURBANCE � � � � � q
EROSION CONTROL LEGEND
SF SILT FENCE
TP TREE PROTECTION FENCE
SFfTP SILTaREE PROTECTION
COMBINATION FENCE
r r. TEMPORARY DIVERSION I
PERIMETER DRAINAGE DITCH
INLET PROTECTION
LIMITS OF DISTURBANCE
I I I I I I SILT FENCE OUTLET
CSKIMMER BASIN
C�
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
CHECKDAM
��- { j /� iTYP.)-e -- --`'�11 r`1♦ GRAPHIC SCALE
so a 25 so
+r + f f +
1 i \ \ \ � ✓ 1 1 inch = 50 ft.
EROSION CONTROL SEQUENCE OF CONSTRUCTION (STAGE 2)
1" CONTINUE 4YI7H SITE GRADING, AND INSTALLATION OF UTILITIES AND PUBLIC
INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO STORM DRAINAGE, $ANITARY SEWER,
WATER AS SHOWN ON THE APPROVED PLANS. INSTALL INLET PROTECTION WHERE SPECIFIED.
AS THE STORM DRAINAGE IS CONSTRUCTED, ALL TRENCHES SHALL BE BACKFILLEDAND
STABILIZED DAILY.
2. REMOVE DIVERSION DITCH BEHIND LOTS 33THROUGH 381N ACCORDANCE TO THE PHASE
INTERIM CONDITION PLAN (SHEET 6,1) TO ALLOW FOR INSTALLATION OF STORM DRAINAGE
SYSTEM AND REMOVAL OF SKIMMER BASIN #2"
3- THE TEMPORARY SKIMMER BASIN 42 MAY BE REMOVED UPON INSTALLATION OF STORM
DRAINAGE FROM STRUCTURE FES-20, CB-21, CB-40THROUGH DI-46, AND WITHAPPROVAL BY
THE INSPECTOR. REFER TO PLAN 5HEE7 4.0 AND 7.5 TO 7.7 FOR STORM DRAINAGE DESIGN.
PP-465
S + /r
• TOTAL DISTURBED AREA = 16.8 ACRES
• REFER TO SHEETS 9.5 FOR SEDIMENTATION & EROSION CONTROL DETAILS.
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CURRENT CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS AND NCCOT, IF APPLICABLE
CITY OF RALEIGH - PLANS AUTHORIZED FOR
CONSTRUCTION
Plans for the proposed use have been reviewed for Ueneral
compliance with applicable codes- This limited review, and
authorization for construction is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for compliance
with all applicable City, State and Federal laws. This specific
authorization below is not a permit, nor shall it be construed to
permit any violation of City, State or Federal Law" All
Construction must be in accordance with all Local, State, and
Federal Rules and Regulations- This approval of this electronic
document is only valid if the document has not been modified
and the digital signature below is valid:
City of Raleigh Development }fgAaI by Pai ;Townsend
Reason: I am approving is acumen .
Contact Info: Paige Townsend
Date: 2021.09.23 13:51:59-04'00'
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Job No.
Drawn By
02120375.05
W R
Date
Designer
10/10/19
WR
�4a04oE�onooa�$a
C A R
047425
00 DaouSigne°aaae�° 4r?'�{�
Revisions
1
REVISED PER CDR 1ST
SPR COMMENTS
12/10/19
2
DEVELOPER CHANCE
06/29/20
3
REVISED PER COR 3R1)
SPR COMMENTS
02/15/21
4
REVISED WATERLINE
AND LIMITS
06/29/21
Sheet No.
6.2

��� ��� �����` �f %47f / IJ •j ff f ram~ `I� d5 —7L� {� +
f ICI Jam} / f� / I / / / f i f{ /\ // r rYr w
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L1fu11TS OF I
(TYP.) SILT FENCE
DISTURBANCE
I_
SILT FENCE & TREE S r
PROTECTION FENCEr
SILTFENCE ~r -- ----- ----- - P
�977� f � SILT FENCE
1 - SILT FENCE OUTLET I 1
II�r x N71 r yr� 1_� SILT FENCE
TREE
PROTECTION
Uv'
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FENCE
f PROTECTION FENCE—'-,. f F T r/�+�i
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TEMPORARY J< I { cn f +
CONSTRUCTION { { f f f f SKIMMER BASIN #1
J DA=12-19 AG (PRE} 113-22 AC (POST) J
ENTRANCE I { { f J f } 1' f
SILTFENCE
LIMITS OF - - f 1 J SILT FENCE I TREE
f DISTURBANCE i } { f BAFFLES TO BE MAINTAINED DURING PROTECTIDN FENCE 61 SILT FENCE OUTLET
T r rt 473 1 t t 1 f CONVERSION- ADJUSTMENT OR RELOCATION �k
f s { G,� —
J {� } { TREE Sl )1i ti f
475 MAY BE NEEDED DURING THAT PROOFS �� f
l ti PROTECTION f' �i s f r I sI■'rr` I 1 I r
FENCE
4' - 7 - LIMITS OF
DISTURBANCE J
(TYP,)
SILT FENCE # TREE /
PROTECTION FENCE°'
SILT FENCE & TREES
PROTECTION FENCE f
TEMPORARY j
+ f J CONSTRUCTION } y
I + ENTRANCE C3) { /
I
04 /
INLET
PROTECTION
ss
{ � I � � CONSTRUCTION � 49� f x �_c--
EXIT CONCRETE
' } WASH RACK Al SS
+ � r
I
} - I EXISTING WETLANDS
(OFFSITE)
f I f (GPS BY OTHERS)
462
1 �
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\ I 4 {TYP.)
I }, 459
y l y l y TEMPORARY SLOPE . � SILT FENCE & TREE I
DRAIN## � - - `� I � PROTECTION FENCE
I 1 y { y BA- 0"65 AC (POST) 450 I + 1 I
1 I I TEMPORARY DIVERSION DITCH �I
#1B (POST) WITH CHECKDAMS:
1 I CONTRACTOR TOENSURE
1 { + 4�7 y y �' I y yl 1 �,y POSITIVE SLOPE TO \
j lJ y TEMPORARY SLOPE DRAIN" + \
23
f 4 1 y y SILT FENCE OUTLET
{ 1 f if
I y I I 1 y i TEMPORARY PIPE J- -
f t CROSSING 18" RCP
{ fLLJ
L WArt
SILT FENCE & TREE —
' PROTECTION FENCE
-A1,L- SILT FENCE OUTLET
TEMPORARYQD
DIVERSION f _ Abb- 1 ItINLET
J 1 { CHECKDAkiS { f x sg -- x` PROTECTION 26
DITCH #2
I TYP" 39 f e� f (TYP-)
PP
`O x-
f yE � � � � � � �� � 35 � � � I � 31 \ \ `�r � < � REINFORCED STABILIZED
I + UTLETWI SEDIMENT
f I f r REMOVE SKIMMER BASIN #2 ONCE } ti� \ ENCE (SW-20.24)
STORM bRAI NAGS SYSTEM TO ONE y 4 r
SKIMMER BASIN #1 HAS BEEN \ • i V
f I I Ii r INSTALLED, AND INLETy 33 I \32 � y f � /I -A 1
PROTECTION IS IN PLACE.
456
rp
OHS
r I
REINFORCED STABILIZED �
OUTLET
E W1 EIDENT
SILT FENCE & TREE df ~
PROTECTION PENCE
ff \ LIMITS OF
EROSION CONTROL SEQUENCE OF CONSTRUCTION (STAGE 3)
1. CONTINUE WITH SITE GRADING, INSTALLATION OF UTILITIES"
2" BEGIN INSTALLATION OF BASE PAVEMENT, CURB AND GUTTER, SIDEWALKS AND HOUSE
CONSTRUCTION
3. MAINTAIN SEDIMENTATION AND EROSION CONTROL MEASURES UNTIL CONSTRUCTION IS
COMPLETE,AND PERMANENT GROUND COVER HAS BEEN ESTABLISHED"
4, COMPLETE FINE GRADING; SURFACE PAVEMENT CAN BEGIN BASED ON PROGRESS OF HOUSE
CONSTRUCTION"
5. CONVERT SKIMMER BASIN #1 TO FINAL CONDITION AS A WET POND (5CM #1) PER THE
APPROVED STORMWATER MANAGEMENT PLAN, INCLUDING REMOVAL OF SILT AND GRADE
FOREBAY. SKIMMER, BAFFLES AND DEWATERING SHALL REMAIN IN PLACE DURING
CONVERSION, AND SHALL BE RELOCATED AS NEEDED AS GRADING ALLOWS, UNTIL ENTIRE
CONTRIBUTING DRAINAGEAREA HAS BEEN STABILIZED. STANDARD SIZE DIRTBAGS ACFDB56
OR APPROVED EQUIVALENT SHALL BE USED DURING D FWATE RI NG-
6" FINISH SURFACE PAVEMENT AND INSTALLATION OF LANDSCAPING- IF HOUSE CONSTRUCTION
IS NOT COMPLETE, FOLLOW DETAIL FOR INDIVIDUAL LOT CONSTRUCTION {REFER TO SHEET
9.5)
i, IF APPLICABLE, AT A MINIMUM OF SEVEN M CALENDAR DAYS PRIOR TO SCHEDULING THE
STORMWATER FINAL INSPECTION, SUBMIT A CITY OF RALEIGH FORM 511 AND APPROVABLE
BMP ASrRUILT PLAN AND ENGINEER'S CERTIFICATION TO CITY OF RALEIGH STAFF FOR REVIEW
AND WRITTEN ACCEPTANCE. THE CERTIFICATIONS MUST BE ACCEPTED PRIOR TO
CERTIFICATE OF OCCUPANCY BEING ISSUED.
8. IF APPLICABLE, ELEVATION CERTIFICATE SUBMITTAL, REVIEW AND ACCEPTANCE IS REQUIRED
PRIOR TO APPROVAL OF FINAL FLOOD PERMIT INSPECTION.
9. IF APPLICABLE, IMPERVIOUS SURVEY SUBMITTAL, REVIEW AND ACCEPTANCE IS REQUIREC
PRIOR TO APPROVAL OF FINAL WATERSHED PERMIT INSPECTION.
10. GO TO PER MIT. RALEIGHNC.(3OV TO SCHEDULE A STORMWATER FINAL INSPECTION.
11. ONCE THE SITE IS FULLY STABILIZED, HOUSE CONSTRUCTION IS COMPLETE, AND APPROVED
BY THE INSPECTOR, REMOVE ALL REMAINING TEMPORARY MEASURES AND IMMEDIATELY
REPAIR, DRESS -OUT, SEED AND MULCH THESE AREAS.
I;
}
{
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lfi'd41.111C.
� I
I 1$ 11
I I
INLET PROTECTION
(TrP-)
I�
I
1'
I /p DISTURBANCE�Ep
{ (TYP.)
f� ON \
" 465—
• TOTAL DISTURBED AREA = 16.8 ACRES
• REFER TO SHEETS 9.5 FOR SEDIMENTATION & EROSION CONTROL DETAILS.
KNOW WHAT'S BELOW,
CALL BEFORE YOU DIG.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CURRENT CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS AND NCDOT, IF APPLICABLE
EROSION CONTROL LEGEND
SF
SILT FENCE
TP
TREE PROTECTION FENCE
SILTaREE PROTECTION
SFfTP
COMBINATION FENCE
r r.
TEMPORARY DIVERSION I
PERIMETER DRAINAGE DITCH
0
INLET PROTECTION
LIMITS OF DISTURBANCE
SILT FENCE OUTLET
SKIMMER BASIN
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
CHECKDAM
GRAPHIC SCALE
4 a 2s so
1 inch = 50 ft.
CITY OF RALEIGH - PLANS AUTHORIZED FOR
CONSTRUCTION
Plans for the proposed use have been reviewed for Ueneral
compliance with applicable codes- This limited review, and
authorization for construction is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for compliance
with all applicable City, State and Federal laws. This specific
authorization below is not a permit, nor shall it be construed to
permit any violation of City, State or Federal Law" All
Construction must be in accordance with all Local, State, and
Federal Rules and Regulations- This approval of this electronic
document is only valid if the document has not been modified
and the digital signature below is valid:
City of Raleigh Development }fgAaI by Pai eTownsend
Reason: I am approving is acumen .
Contact Info: Paige Townsend
Date: 2021.09.23 13:52:01-04'00'
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Job No.
Drawn By
02120375.45
W R
Date
Designer
10110119
WR
�4a04oEraonooa�$a
C A R
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SEAL p a
047425
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JDaeuS .�°°aaaae�°�� Qy 4Qo
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81.W202 1
Revisions
1
REVISED PER CDR 1ST
SPR COMMENTS
12/10/19
2
DEVELOPER CHANCE
06/29/20
3
REVISED PER COR 3R1)
SPR COMMENTS
02/15/21
4
REVISED WATERLINE
AND LIMITS
7/12/21
5
REV #1 COMMENTS
8/31/21
Sheet No.
6A

DocuSign Envelope ID: 691510E6-9132-4102-A185-BB51E7197707
h T f!+ {I
� SKIMMER
SILT FENCE & TREE i 1
450 PROTECTION FENCEJ ji f
I i r
i I TEMPORARY DIVERSION DITCH ti
#1 B (POST) WITH CHECKDAMS; � � f { � �
' CONTRACTOR TO ENSURE
}} 1 2 POSITIVE SLOPE TO u
— _
TEMPORARY SLOPE DRAIN. + f � � � { � � � � � " � , /
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$ILT FENCE OUTLET I, { I / / I
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_ TEMPORARY PIPE—
r CROSSING 18" RCP
f If
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S01 START J /P OF BANK f
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SILT FENCE & TREE — C — _ _ _ \ + INFUSE RIVER BUFFER 435
PROTECTION FENCE
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I I SILT FENCE OUTLET Ll.i� S I \ NEUSE RIVER BUFFER r -
_ _
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LIf�E`AR WETLAhN—
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RIP RAP 6' MINIMUM EACH SIDE OF � s�
ED ` I % f `
___OUTLETY4ISEDIMENT ♦ - REINFORCED STABILIZED PIPE OR TO LIMIT OF DISTRBAREA, WHICHEVER IS GREATER- f 1VF1i4
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(TYP- BOTH BANKS}
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WbVEN WIRE FENCE�++,� WF21
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433
TRANSFORMS
440
` _ 2O'MCARPORT _
• TOTAL DISTURBED AREA = 16.8 ACRES
• REFER TO SHEETS 9.5 FOR SEDIMENTATION & EROSION CONTROL DETAILS.
i s IL
KNOW WHAT'S BELOW,
CALL BEFORE YOU DIG.
STREAM BANK PROTECTION AT UTILITY
STREAM CROSSING NOTES:
• USE UNGROUTED CLASS 1 STONE UNLESS
OTHERWISE NOTED.
• NO RIP RAP SHALL BE PLACED WITHIN 1'
CLEAR ABOVE THE TOP OF THE PIPE.
• TOP OF THE RIP RAP SHALL BE FLUSH
WITH EXISTING UNDISTURBED STREAM
BANK.
• 1'-6" MIN. RIP RAP THICKNESS,
• 2:1 MAX. RIP RAP SLOPE.
• EROSION CONTROL GE70TEXTILE
UNDERLYING RIP RAP STONES.
EROSION CONTROL LEGEND
SF SILT FENCE
TP TREE PROTECTION FENCE
SFfTP SILT17REE PROTECTION
COMBINATION FENCE
r r. TEMPORARY DIVERSION I
PERIMETER DRAINAGE DITCH
INLET PROTECTION
LIMITS OF DISTURBANCE
I I I I I I SILT FENCE OUTLET
CSKIMMER BASIN
C�
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
CHECKDAM
GRAPHIC SCALE
a 25 so
1 inch = 50 ft.
CITY OF RALEIGH - PLANS AUTHORIZED FOR
CONSTRUCTION
Plans for the proposed use have been reviewed for Ueneral
compliance with applicable codes- This limited review, and
authorization for construction is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for compliance
with all applicable City, State and Federal laws. This specific
authorization below is not a permit, nor shall it be construed to
permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and
Federal Rules and Regulations- This approval of this electronic
document is only valid if the document has not been modified
and the digital signature below is valid:
City of Raleigh Development }fgAaI by Pai eTownsend
Reason: I am appmving is acumen .
Contact Info: Paige Townsend
Date: 2021.09.23 13:52:02-04'00'
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Job No.
Drawn By
02120375.45
W R
Date
Designer
1O'101191
R
�4a04oE�onooa�$a
C A R
qa p68n4[[o4[�08° C �}�O
e ° I a
SEAL p a
047425
igned 9f 2
a
�� E C ° 4aaao
Revisions
1
REVISED PER CDR 1ST
SPR COMMENTS
12/10/19
2
DEVELOPER CHANCE
06/29/20
3
REVISED PER COR 3R1)
SPR COMMENTS
02/15/21
4
REVISED WATERLINE
AND LIMITS
06/29/21
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CURRENT CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS AND NCDOT, IF APPLICABLE
Sheet No.
6 PM
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NPI]ES GENERAL NOTES
1, THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCGO10000 ONLY,
3. THIS PAGE OFTHEAPPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANTTO NPDES GENERAL STORMYVATER PERMIT
NCG41 0000.
4- THE CITY IS NOT AUTHORIZED TO ENFORCE THIS SHEET OF THE PLANS AND IS NOT A PART OF THE APPROVED PLANS FOR
PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
SLOPE SHADING LEGEND:
SLOPES EQUAL TO 2:1
OR FLATTER UP TO 3:1
THESE AREAS ARE TO BE LINED
WITH EXCELSIOR BLANKET E1000,
OR APPROVED EQUAL).
SLOPES EQUAL TO 3:1
OR FLATTER UP TO 4:1
GROUND STABILIZATION SCHEDULE
SITE AREA
STABILIZATION
STABILIZATION TIME
❑ESORIPT1pN
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
&: SLOPES
HIGH OUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED.
SLOPES 3:1 4R
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEE'
IN LENGTH
ALL OTHER AREAS
NONE
(EXCEPT FOR PERIMETERS
WITH SLOPES FLATTER
14 DAYS
AND HQW ZONES)
THAN 4:1
* 'EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE —SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE.' (SECTION
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CURRENT CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS AND NCDOT, IF APPLICABLE
GRAPHIC SCALE
a 25 so
1 inch = 50 I'L
CITY OF RALEIGH - PLANS AUTHORIZED FOR
CONSTRUCTION
Plans for the proposed use have been reviewed for Ueneral
compliance with applicable codes- This limited review, and
authorization for construction is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for compliance
with all applicable City, State and Federal laws. This specific
authorization below is not a permit, nor shall it be construed to
permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and
Federal Rules and Regulations- This approval of this electronic
document is only valid if the document has not been modified
and the digital signature below is valid:
City of Raleigh Development }fgAaI by Pai eTownsend
Reason: am approving is acumen .
Contact Info: Paige Townsend
Date: 2021.09.23 13:52:03-04'00'
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Job No.
Drawn By
02120375.45
W R
Date
Designer
10110139
R
�40.0,0011800"',
C A R
e ° a
SEAL p a
047425
ocu�rt�ii ■°aae�°° Q^
31/2021
Revisions
1
REVISED PER CDR 1ST
SPR COMMENTS
12/10/19
2
DEVELOPER CHANCE
06/29/20
3
REVISED PER COR 3RD
SPR COMMENTS
02/15/21
4
REVISED WATERLINE
AND LIMITS
7/12/21
5
REV #1 COMMENTS
8f31/21
Sheet No.
6,6