20150745 Ver 1_Construction Plans_20150908

Strickland, Bev
From:
Sent:
To:
Subject:
Attachments:
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CrryENGINEERING
205 S. Fuquay Ave.
Fuquay- Varina, NC 27526
wk [phone]
fax [phone]
cell [phone]
andv(&currvena.com
www.currvena.com
Andy Petty <andy @curryeng.com>
Tuesday, September 08, 2015 1:54 PM
Strickland, Bev
RE: DWR# 150745 - North Grove SD
2015 -08 -31 North Grove Construction Plans.pdf
piease consider the environment before printing ttrois ernaii.
From: Strickland, Bev [ mai Ito: bev.strickland(abncdenr.aovJ
Sent: Tuesday, September 08, 2015 1:51 PM
To: andv(abcurrveno.com
Subject: DWR# 150745 - North Grove SD
Mr. Andy,
Can you send me a pdf version of the maps you submitted with the stormwater on 9 -1 -2015?
Thanks
Bev
ic3wv4 I sHa"
B veidy Stilddand, Laserfldh Adnihnu strator
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland @ncdenr.gov
1

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PUBLIC IMPROVEMENTS QUANTITY TABLE
Co Co C;
FINA SIT & INFRASTRUCTUR Z
IMPROVEMENT QUANTITY a m o L,
lam/ PHASE NUMBER 1
CONSTRUCTION P AN CONCURR NT R V1 W NUMBER OF LOT(S) 13
OPEN SPACE? YES
NUMBER OF OPEN SPACE LOTS 2
I PUBLIC WATER (LF) 1116
CITY OF RALEIGH CASE # S -05 -15 TRANSACTION #440726 PUBLIC SEWER (LF) 891
PUBLIC STREET (LF) 936
wY'h kN-±j'�. %�h h h ��►h h �. h h R �. yh- h.h h- hiiI}'1i° .9y .hh Y �41'Ni11h N h" PUBLIC SIDEWALK (LF) 1413
\ 2nd SUBMITTAL TO CITY OF RALEIGH: AUGUST 28, 2015
SITE STREET SIGN (LF) 936
/ 00
Development Services
Customer Service Cente r r D_A WING INDEX One Exchange Plaza • J V
SOLID WASTE NOTES.
®
1 Exchange Plaza, Suite 400 ftfti
eve I o p m e n t Raleigh, North Carolina 27601 1 SOLID WASTE WILL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN I�
® C -00 COVER SHEET Phone [phone] THE SOLID WASTE DESIGN MANUAL AND PER THE CITY OF RALEIGH CODE. A COPY
Fax [phone]
�O• y= OF DESIGN MANUAL CAN BE FOUND:
C-01 CIVIL NOTES http: / /www.raleighnc.gov /content /SolidWaste/ Documents/ SolidWasteServicesDesignManual .pdf
C -02 EXISTING CONDITIONS & DEMOLITION PLAN Final Site and Commercial Building Data Sheet 2. SINGLE FAMILY DWELLING UNITS SHALL PROVIDE A 6'x6'CONCRETE PAD FOR ,
- STORAGE OF REFUSE AND RECYCLING CONTAINERS. DRIVEWAY CAN BE
C -03 TREE SURVEY / EXTENDED TO MEET REQUIREMENT.
Development Name North Grove Proposed Use Single Family Residential O
N C -04 TREE SURVEY // W VICINI MAP PropertyAddress(es)1600 W. Mlllbrook Road GOVERNING AGENCIES:
C -05 SITE & SUBDIVISION LAYOUT PUBLIC PLANNING /ZONING: Z
SCALE: 1 " - 500' �+ Wake County Property Identification Number(s) for each parcel to which these guidelines will apply SEWER COLLECTION / EXTENSION SYSTEM
C -OV UTILITY PLAN he City of Raleigh consents to the connection and extension of the City's public CITY OF RALEIGH co
P`I`N` 0796777393 P.I.N. P`I`N` P.1.N. P.I.N. ONE EXCHANGE PLAZA SUITE 304
sewer system as shown on this plan. The material and Construction methods RALEIGH, NC 27601 Q
C -O % GRADING 8c DRAINAGE PLAN What is your project type? used for this project shall conform to the standards and specifications of the RALEIGH, N
Apartment Bank Elderly Facility Hospital Hotel /Motel Industrial Building ity's Public Utilities Handbook, ca
C -08 ROADWAY PLAN & PROF /LE / p y y p g CONTACT: MEADE BRAD@SHAg g
SITE INFORMATION Mixed Residential Non - residential Office Religious Institution Residential Retail EMAIL: meade.bradshaw ralei hnc. ov
Condo Condo CITY OF RALEIGH O
C -09 ROADWAY PLAN & PROF /LE // School Shopping �/ Single Family Telecommunication Townhouse Other PUBLIC UTILITIES DEPARTMENT PERMIT #
Center X Tower STORMWATER ENGINEERING
LOCATION: 1600 WEST MILBROOK ROAD AUTHORIZATION TO CONSTRUCT CITY OF RALEIGH
RALEIGH, NORTH CAROLINA C-10 SANITARY SEWER OUTFALL PLAN & PROF /LE Scope of Work Infrastructure to support 13 single family residential lots. ONE EXCHANGE PLAZA
COUNTY: WAKE DATE RALEIGH, NC 27601
�+
PARCEL #: 0796777393 `i -11 EROSION CONTROL NOTES 919 - 996- 3515(o)
DB /PG: 015813/01483 EROSION CONTROL PLAN - ROUGH GRADING ' - APARTMENTS, CONTACT: BEN BROWN
ZONING: REZONING CASE #: Z -73 -1982
G'- 72 EMAIL: ben.brown @raleighnc.gov
CROSS REFERENCE: CASE #: S -40 -13 PHASE 1. Total # Of Townhouse Lots - Detached - Attached 4. Overall Total # Of Dwelling Units (1 -3 Above) ____ _
TRANSACTION #: 417824 PUBLIC
_ EROS /ON CONTROL PLAN - FINAL GRADING 2. Total # Of Apartment Or Condominium Units 5. Bedroom Units 1 br _ _ 2br _ _ 3br _ _ 4br or more __ _ WATER DISTRIBUTION / EXTENSION SYSTEM SEDIMENTATION &EROSION CONTROL
ACREAGE: 10.11 AC CITY OF RALEIGH
LAND CLASS: VACANT 73 3. Total # Of Congregate Care Or Life Care Dwelling Units 6. Overall Unit(s) /Acre Densities Per Zoning District(s) ------ - 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 ONE EXCHANGE PLAZA
RIGHT OF WAY & OTHER AREAS: EROSION CONTROL PLAN - RESIDENTIAL ■ ■ ■ used for this project shall conform to the standards and specifications of the RALEIGH, o)
RIGHT OF WAY DEDICATION: 0.22 AC City's Public Utilities Handbook. 919-996-3515 (o)
C -74 LOTS Zoning Information Building Information y CONTACT: BEN BROWN
GREENWAY DEDICATION: 0.00 AC Zoning District(s) R -6 Proposed building use(s) Single Family EMAIL: ben.brown ralei hnc. ov
STREAM BUFFER (ON- SITE): 0.46 AC CITY OF RALEIGH @ g g
OPEN SPACE &TREE CONSERVATION AREAS: N/A
C -15 NPEDS STABILIZATION PLAN If more than one district, provide the acreage of each Existing Building(s) sq. ft. gross PUBLIC UTILITIES DEPARTMENT PERMIT #
OTCA REQUIRED' 1.01 AC (10 %) AUTHORIZATION TO CONSTRUCT UTILITY AGENCIES:
TCA PROVIDED' 2.04 AC (20 %) Overlay District(s) N/A Proposed Buildings) sq. ft. gross N/A
OPEN SPACE REQUIRED: 1.01 AC 10% 10.11 y q. g (existing proposed) DATE WATER &SEWER z
( ) L-02 TREE CONSERVATION PLAN Total Site Acres Inside City Limits Yes _ _ No Totals ft. gross existin & N/A
OPEN SPACE PROVIDED: 1.68 AC (17 %) CITY OF RALEIGH PUBLIC UTILITIES
2 /unit
Off street parking Required 2 /unit Provided Proposed height of building(s) N/A
OPEN SPACE -1: 1.39 AC ONE EXCHANGE PLAZA
OPEN SPACE -2: 0.29 AC L-03 LANDSCAPE PLAN COA (Certificate of Appropriateness) case # N/A FAR (floor area ratio percentage) N/A RALEIGH, NC 27601
LOT ACREAGE: BOA (Board of Adjustment) case # A- N/A Building Lot Coverage percentage N/A 919- 996 -3484 (o)
TOTAL NUMBER PROPOSED LOTS: 13 SW -01 PRE - DEVELOPMENT DRAINAGE AREA MAP ATTENTION CONTRACTORS CONTACT: CESAR SANCHEZ
CUD (Conditional Use District) case # Z N/A 9. The Construction Contractor responsible for the extension of water, EMAIL: cesar.sanchez @raleighnc.gov
LOTS IN AREA R-6:
SW -02 POST - DEVELOPMENT DRAINAGE AREA MAP
AREA IN R -6: 9.89 AC Stormwater Information sewer and /or reuse, as approved in these plans, is responsible for contacting NATURAL GAS
o x the Public Works Department at (919) 996 -2409, and the Public Utilities
MAX ALLOWED DENSITY IN R -6: 6 UNITS /AC Existing Impervious Surface acres /square feet Flood Hazard Area ___ Yes ___ No PSNC ENERGY - SCANA
D -0 % SITE & STREET DETAILS - Department at (919) 996 -4540 at least twenty four hours prior to beginning
MAX DENSSTY PER S- 40 -13: 1.50 UNITS /AC Proposed Impervious Surface 2.32 ac acres /square feet If Yes, Alluvial Soils Flood Study ______ FEMA Map Panel # 3516 SPRING FOREST ROAD 7.,,=
PROPOSED DENSITY IN R -6: 1.30 UNITS/AC o ss any of their construction. RALEIGH, NC 27616
D -02 SITE & STREET DETAILS // Failure to notify both City Departments in advance of beginning
919-501-7667 (o)
R -6 MINIMUM ALLOWABLE LOT SIZE: 6,000 SF construction, will result in the issuance of monetary fines, and require a z
MINIMUM PROPOSED LOT SIZE: 13,142 SF D -03 WATER DETAILS / Neuse River Buffer X_ Yes ___ No Wetlands ___ Yes X_ No Total Disturbed Area 6.80 AC acres /square feet
919-501-7685 (f) a
reinstallation of any water or sewer facilities not inspected as a result of this CONTACT: SHAWN FURR
MAXIMUM PROPOSED LOT SIZE: 58,464 SF notification failure. EMAIL: kfurr @scana.com ILL
AVERAGE PROPOSED LOT SIZE: 22,810 SF D -04 WATER DETAILS I/ Failure to call for Inspection, Install a Downstream Plug, have Permitted
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MIN. ALLOWABLE WIDTH (INT.): 50 FT FINAL SITE AND COMMERCIAL BUILDING DATA SHEET 1 08.07.13 1 Plans on the Jobsite, or any other Violation of City of Raleigh Standards will ELECTRIC ° ILL
MIN. ALLOWABLE WIDTH (CORNER): 65 FT D -05 WATER DETAILS I// result in a Fine and Possible Exclusion from future work in the City of PROGRESS ENERGY BUSINESS
IMPERVIOUS AREAS: Raleigh. 9920 FAYETTEVILLE ROAD o 0
D -06 SANITARY SEWER DETAILS RALEIGH, NC 27603 N N
ROADWAYS /PARKING: 0.80 AC
919 - 557 -2611 (o) LO Ln
SIDEWALKS: n.18 AC -- STORM DRAINAGE DETAILS / 9198051751 (m)
GREENWAYS: 0.00 AC TO Oa h and CONCURRENT REVIEW APPROVAL CONTACT: BEN BETTS
ra LL
LL SF LOTS (AVG 4,500 SF /LOT): 1.34 AC D-08 STORM DRAINAGE DETAILS I/ V p Y CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION PHONE
"' TOTAL ON -SITE IMPERVIOUS AREA: 2.32 AC BoundarV SurveVor: U t i i tv S u rvevo r • Plans for the proposed use have been reviewed for general compliance with AT &T NC
D-09 EROSION CONTROL DETAILS / 1 J applic able codes. This limited review, and authorization for construction is not to SRS ° eN
TOTAL ON -SITE IMPERVIOUS PERCENT: 23.0% 5715 GLENWOOD AVE.
Z be considered to represent total compliance with all legal requirements for ? o a
Q UTILITY DEMANDS D -%O EROS /ON CONTROL DETAILS // p property g RALEIGH, NC 27612 z o
development and construction. The owner, design consultants and 910- 785 -7856 (o)
James Mauney & Associates PA S.D. Puckett & Associates Inc. contractors are each responsible for compliance with all applicable city, state U
SEWAGE USAGE: 360 GPD /UNIT > > CONTACT: WANDA HARRIS y z ci
o (13 LOTS x 360 GPD) = 4,680 GPD D-11 EROSION CONTROL DETAILS /I/ 6405 Wilkinson BLVD. 1555 Route 56 and federal laws. This specific authorization below is not a permit, nor shall it be EMAIL: [e-mail] (e) ���a Nom :J Belmont, NC 28201 Creedmoor, NC 27522 construed to permit any violation of city, state or federal law. All construction w Z
Z must be in accordance with all local, state, and federal rules and regulations. CABLE
o WATER USAGE: 400 GPDIUNIT 704.829.9623 (o) 919.528.8900 (v) TIME WARNER CABLE
Z (13 LOTS x 400 GPD) = 5,200 GPD 704.829.9625 (f) [e-mail] 101 INNOVATION AVE.
g TRANSPORTATION FIELD SERVICES:
L 0 Contact: James Cameron, PLS Contact: Steve Puckett, PLS MORRISVILLE, NC 27560
LF OF 6" WATER LINES- 310 LF PUBLIC UTILITIES: 919-573-7054 (o)
Ji LF OF 8" WATER LINES: 805 LF
LF OF 8" SEWER LINES: 891 LF CONTACT: JERRY BALUKUS
„ Civil Engineering: Landsca e Architect■ A licant■ Land Owner. STORMWATER:
01
o
LU LF OF 12 STORM LINES: 56 LF
11 PLANNING /ZONING:
W LF OF 15" STORM LINES: 419 LF SEAL
LFOF18 "STORM LINES: 154 LF The Curry Engineering Group, PLLC Southwell Design, PLLC Fuller Land and Development TLF - Paces Forest, LLC FIRE:
LF OF 24" STORM LINES: 495 LF Y g g �' P.O. Box 37178 8801 Fast Park Drive, Suite 301 8801 Fast Park Drive Suite 301 �\ z
LF OF 30" STORM LINES: 395 LF NC License # P -0799 Raleigh, NC 27627 g F �I
PO Box 2018 Raleigh, NC 27617 Ralei h, NC 27617 URBAN FORESTRY:
919.417.0057 (o) w
Z NUMBER OF FIRE HYDRANTS: 5 919.272.6729 (v) 919.417.0057 (o)
205 S. Fuquay Ave Contact: Alex Caps SITE ACCESSIBILITY: L _ z
NUMBER OF SEWER MANHOLES: 8 Contact: Adam Southwell, PLA, ASLA Contact: Alex Caps - -
Fuquay-Varina, NC 27526 acapps @fullerlanddev.com = 35823
r NUMBER OF STORM STRUCTURES: 30 919.552.0849 (o) adam @southwelldesign.com [e-mail] All construction to be in accordance with all City of Raleigh and /or NCDOT z
° 910.624.5215 (m) standards and specifications. % 9,j; �AIG I NEx - ��\�� LU
co Contact: Andrew Petty, PE %�iU FW�S.
w andy @curryeng.com
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RIM 306.10' DB 14586, PG 1356 JAME L. & ELIZABETH\ TERRY DANIEL LEGEND:
I LOT 10, EXISTING 10' Y. DB 13169, PG 2494 PRIMARY TREE co
I INV.IN 294.60' LONGWOOD SUBDIVISION PRIVATE SEWER LOT 8, CONSERVATION AREA - 1. THIS PLAN IS NOT INTENDED FOR PLATING OR RECORDATION. THE INTENT OF THIS "
WAGNER O PUBLISHED CONTROL MONUMENT DIP DUCTILE IRON PIPE v,
INV.OUT 294.53' BM 1971, PG 296 EASEMENT DB 8881 , PG 1 641 LONGWOOD SUBDIVISION 20' WIDE NEUSE RIVER BUF
I PIN #0796777918.000 { DB 3317, PG 822 LOT 9, BM 1971 , PG 296 ZONE 2 • #5 REBAR FOUND PVC POLY VINYL CHLORIDE PIPE PLAN IS TO ILLUSTRATE THE EXISTING FEATURES, STRUCTURES AND W _ N
I SSMH LONGWOOD SUBDIVISION PIN# 0796880089 000 7,646 SQ.FT. OR ♦ CALCULATED POINT POB POINT OF BEGINNING TOPOGRAPHY OF THE PROPERTY. 2 6 �i
U GREENWAY { 0.176 ACRES 0 #5 REBAR SET DB DEED BOOK ° N IN
RIM 299.83' BM 1971, PG 296
I BM 1993, PG 545 - - BM 2014 PAGE 1 18.3-
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INV.OUT 293.91' -�-
L� - - _ _ _ _ _ Lg - - - - - - - / ■ CONCRETE MONUMENT EM ELECTRICAL METER INFORMATION. PROPERTY BOUNDARY, EASEMENTS, FLOOD PLAINS, BUFFERS, o_ N
72" F �- / �� / - - - i - - - - - e �\/ ®s SANITARY SEWER MANHOLE HVAC HEATING, VENTILATION & A/C UTILITIES TREE CONSERVATION AREAS, AND OTHER PLATTED INFORMATION TAKEN FROM � N " o W
FBI FAO / F WLu FW \OP OF BANK_ / _ _ I �- FLOODWAY LINE , _ _ _ _ _ / F / �E POLE MOUNTED AREA LIGHT EOP EDGE OF PAVEMENT SURVEY CONDUCTED BY JAMES MAUNEY & ASSOCIATES. PLAT OF SURVEY L = Z = o Uj
rw -B-FE-210S.1 W FW' FWF T TOTAL DISTANCE 0
FLOODWAy - - % F \ POWER /UTILITY POLE O RECORDED SEPTEMBER 3, 2014 IN BOOK OF MAPS 2014, PAGE 1181. TOPOGRAPHY, w
12 Ssx.ss FW SS - Ex.ss_ F SS s a TELEPHONE RISER u/G UNDERGROUND UTILITY, AND PLANIMETRIC INFORMATION INFORMATION SHOWN PER SURVEY < Z
S �S \ S u rw Fw 1 30' SAN Y SEWER EASEL &T FAD ♦ BOLLARD EoG EDGE OF GRAVEL CONDUCTED BY S.D. PUCKETT & ASSOCIATES. SURVEY FIELD WORK CONDUCTED U_
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SSMH J { \ F _ LLD FI,C` � � U/G FIBER OPTIC WITNESS POST SSMH SANITARY SEWER MANHOLE DECEMBER 2014.
RIM 307.81' L"
GAS VALVE SDMH STORM DRAIN MANHOLE
INV.IN 295.41' ' I M WATER METER LPT LIQUID PETROLEUM TANK
3. EXISTING CONDITIONS SHOWN DOES NOT CERTIFY TO THE EXISTENCE OR o
INV.OUT 295.31' I` UNDERGROUND STORM DRAIN PIPE 2 �
�( 1 "EIP WATER VALVE NON- EXISTENCE OF UNDERGROUND UTILITIES THAT MAY OR MAY NOT BE
NEUSE RIVER RIPARIAN BUFFER 1 \ O WATER VALVE MANHOLE FDC FIRE DEPARTMENT CONNECTION PRESENT ON SITE. CONTRACTOR TO FIELD VERIFY AND LOCATE ALL �� N N
i VA,
F o TELECOMMUNICATIONS VAULT CMP CORRUGATED METAL PIPE oo ao
(50' FROM TOP OF BANK) I ° DI STORM DRAINAGE DROP INLET UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION. ��
SIGN G GUY WIRE 00 00 Z
II /II ")I © GAS METER 4. TOPOGRAPHIC INFORMATION SURVEYED BY S.D. PUCKETT & ASSOCIATES. ALL W
ICV IRRIGATION CONTROL VALVE Q
300\ �. Wi CURB INLET ELEVATIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. a m ° m
JI PRIMARY TREE � � ® AREA INLET
! I I I / SANITARY SEWER CLEAN OUT PRIMARY TREE A
J I i l CONSERVATION AREA - ❑E ELECTRICAL RISER
l 20 WGE- NE LSSE � R BUFFER 1 EIP CONSERVATION AREA DEMOLITION NOTES.
I ( ZONE 2 ` (R) RECORD MEASUREMENT
`A \ 2,382 SQ.FT. OR /' 1 'EIP �p
FIRE HYDRANT ASSEMBLY 1. CONTRACTOR SHALL NOT BEGIN ANY DEMOLITION WORK PRIOR TO APPROVAL
I �h X055 ACRES - SECONDARY TREE
I" I� ✓1\ ABM 2014 PAGE-\1 1 \ - CONSERVATION MANAGEMENT PROPERTY LINE AND ISSUANCE OF LAND DISTURBANCE AND DEMOLITION PERMITS ISSUED BY CITY
�-- CONSERVATION AREA OF RALEIGH.
CONSERVATION ADJACENT PROPERTY LINE
TREE CONSERVATION AREA/
MANAGEMENT GREENWAY EASEMENT AREA POWER
23,284 SQ.FT. OR _ _ 7 2. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING CITY OF Z
AREA TO BE REMAIN SS EASEMENT CONSERVATION MANAGEMENT
ALTE,"T�OMPLIANCE / i- 1 0.535 ACRES RALEIGH AND /OR NCDOT INFRASTRUCTURE, PRIVATE UTILITY, COMPANY
\ S ONDARY TRE�O=VATIi5_N AREA / _ ,' T TELEPHONE TREE CONSERVATION AREA INFRASTRUCTURE, OR ADJACENT PROPERTY OWNERS PROPERTY. w
I`3OS� X99- 3e• Ff. -eR S€t;ONDARY TREE SD
\ \ \ ' 12B-AC �S- ` _ STORM DRAIN
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SSMH �� \\ \ \ \ -- REVISED AND RE- PLATTED > SANITARY SEWER SURVEY. IF FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON THIS PLAN THAT
RIM 319.85' \ -_�
/� \ \ / J j j (REFER TO SHEET L -01) X FENCE REQUIRES ADDITIONAL DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE _
INV.IN 309.40' / \ / / �� / / / / OWNER AND /OR THE ENGINEER PRIOR TO PROCEEDING WITH REMOVAL OF
INV.OUT 309.29' I I 11 �SECO DARY RrtRE 9�EgUN AAA j_ dQ5- MAJOR CONTOUR STRUCTURE AND /OR UTILITY.
V I 1 \ / /4 602 �Q F, R/ / , MINOR CONTOUR J
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CR�� / ^ �'��' - - - - - - - - STREAM BUFFER 4. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT O
�\/ / / \ \ I 1 / / / By1 4/PpGFl1 / , '1 � �S J UN- ANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR
/^ \ \\ \ ` J I I / / / / / / - �����> \ l FW STREAM TOP OF BANK SHALL COMPLY WITH ALL REQUIREMENTS AND REGULATIONS FOR DISPOSAL OF
o ^v) FLOODWAY LINE HAZARDOUS MATERIALS. J
CD U/ � � I I � I I I / / / / / / � � � � FWF FLOODWAY FRINGE (ZONE AE) �
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FLOOD PLAIN (ZONE X 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATION OR DEMOLITION Q
00 (0 ) OF PRIVATE UTILITIES WITH THE PROPER PRIVATE UTILITY COMPANY.
/N� \ ` \ I I / / / /' I D �\v v ANY PAVEMENT T HALL BED NE A A FULL DEPTH SAW T WITH LINE
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DAIRY TRf� COI�,�EIR I� IAfRE - / / � �/ �1 / � � �� �� \ �\ � 6 CU S 0 S U S CU S O Uj
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2,61 1�SQ. D� / / / a /
0.519 AC �'
Q = / I \ \ \ \ 1 BM 2,614 GE)1 1 / / / / /� / �/ 8 �� \ \ (�� 7. CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY UTILITIES NEEDED DURING C%, 0110
aF / c� / \ \ \ 1 1 1 / / / / / / / G ,\ � 1 CONSTRUCTION.
�y >' BOUNDARY LINE TABLE BOUNDARY CURVE TABLE 8. TEMPORARY ASPHALT RAMPS AND SIDEWALK SHALL COMPLY WITH LATEST cl)
a \ \ \ 1 `�'s, . WV ` \ \L'V LINE # LENGTH DIRECTION CURVE # RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING EDITION OF ADA REQUIREMENTS. Q Z
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L5 67.09 S740 37' 14.54 "E C5 2193.41 57.69 57.69 N070 03'46.51"E
L6 119.91 N80° 37' 18.46 "E 55.00 98.25 85.70 N370 46'03.42"W O
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1 \ REVISED AND RE- PLATTED I 1 / / // / / L9 190.04 S28 31'26.38"E C9 203489.00 92.05 92.05 N15 02'51.58"E
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/ \ \ N / / _- I I i l /III I (I(( CONSERVATION AREA TO BE / /�
1/ REVISED AND RE- PLATTED
CURB INLET �/� (REFER TO SHEET L -01� L14 49.09 S52° 0T 51.01 "W
BOC 346.06' � \ / / � o / � 11 1 1 I 1 1 / / � \\\ � \� I j o � • • L15 26.79 S510 42'48.60"W
GRATE 345.46' ° CONCURRENT REVIEW APPROVAL
INV. 342.16' I �( 0 1 I 1 1 I I I � � / /� SIDEWALK AND CURB & GUTTER TO BE REMOVED FOR \\ \\ \� \ � � � L16 30.77 S54 42'08.76"W
/ \ \ Z PROPOSED DRIVEWAY ENTRANCE. REFER TO C -05 FOR \\ \\� j F� CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
/ I �� / r ,�0 L17 42.66 S59° 44'36.12"W Plans for the proposed use have been reviewed for general compliance with
DRIVEWAY ENTRANCE. CONTRACTOR SHALL INSTALL \ \ / � � i'/ /
TEMPORARY ASPHALT RAMP & SIDEWALK ACROSS DRIVEWAY I // O`Q / applicable codes. This limited review, and authorization for construction is not to
% \�� / L18 70.77 S63° 46'03.86"W be considered to represent total compliance with all legal requirements for
\ FRONTAGE TO REMAIN UNTIL DRIVEWAY IS TO BE PAVED AND N
CONSTRUCTION ENTRANCE REMOVED. TEMPORARY ASPHALT / / / ° development and construction. The property owner, design consultants and °
' 1 p SIDEWALK SHALL CONSIST OF 3 SF9.5A OVER COMPACTED / L19 40.47 S67 48'24.27"W z
�, / .�'" ® / contractors are each responsible for compliance with all applicable city, state � �
SUBGRADE. ° and federal laws. This specific authorization below is not a permit, nor shall it be Q _
L20 10.00 N22 11' 35.73 "W construed to permit any violation of city, state or federal law. All construction LL
° must be in accordance with all local, state, and federal rules and regulations.
L21 8.17 S67 48' 24.27 "W
U�
/ / X,` L22 40.33 S70 11' 59.05 "W
° TRANSPORTATION FIELD SERVICES: N LL
/ 1 1, \ � / / g /SE / / /EA / F REN H`f�R� / ' / TE ° � M
CURB INLET I/ 1 \� j �^�� �� // '20111 NVO T�OROU ATFARFIYAR� / / C/
BOC 355.50' FLANGEBOLT L23 42.85 S74 20'32.48"W PUBLIC UTILITIES• o 00
GRATE 354.88' 1 1 1 1 \ \ \\ \ \ /�� �/ Z/ ',/33,781/SQ.FT: O>� / EEEV= 364.22' �� SI L24 38.76 S77° 06' 26.28 "W o N
INV. IN 351.58' I 1 \ \ \ / / o' 0.7.76�CRES / / / Xi l/ / n�j STORMWATER: N
/ \ \ \ \ \ \
�dc /Z � Z BM "Z014 PAGE 1 1 W j V INV. OUT 350.68/ \ NDAR TREE I N ERV ON AR - / �o' L25 32.80 S79° 21' 26.30 "W PLANNING /ZONING:
1 \ ^� � m
/ \ EXISTING EASEMENT TO CITY III / / / 5 /
� OF RALEIGH / 1 /Dtl S ORIUGH6�R� AFB' / �� ¢• L26 32.04 S81° 56'07.44"W
~ LL
Q-T / FIRE:
DB 1`3067, PG 2013 \ /
CONCRETE VAULT \/ / /� 0.08 99C ES� �E / / ° „ S _ b M
WATER UTILITIES \1 \\ 014iPAGE�11 / + L27 41.34 S84 3550.11 W N,� o
( ) o \ \\ \ EXISTING EASE! T 1� CI URBAN FORESTRY: o
\ OF RALEIGH / I EXISIG MDRAIN9GE / / �� h.Oy L28 36.75 S87° 37' 46.43 "W z Q o
\ �� \� / / r SITE ACCESSIBILITY: w Z
ELECTRICAL / DB 2976, PG�11, B O
RISER �j e 1 1\ \ �M 1981 , P • 0 2' I �lN7i 987,�'G 1 i / / ��
�, \\� ¢ �� L29 38.13 N89° 33' 47.99 "W 'd
AT &T ABM 1987, P 1 `�
J
ELECOMMUNICATION x\ \� �, \� / / / �� �� /y j / GQ�� ° All construction to be in accordance with all City of Raleigh and /or NCDOT ��� w N °� Z
EXISTING 1.,E = \�� \�\\ `� L20 / / �/ �OJ��\ L30 16.45 N88 56'40.75"W standards and specifications.
ELECTRICAL / L21
CP &L
SCALE: 1 IN = 50 FT
EASEMENT �/ ` 1 / �Z2 t/
B 3457, PG {
53 .11 S 8" / `23 %ate �% ; �/ / / �v 50' 25' 0 50' 100'
�. � To orah and p g p Y Boundary SCALE IN FEET
HORIZONTAL
Cl) � \ � I \ _ -? - \ �- L27 �•z= �e� j -• �N , ..:� � U tilitV SurveVor: L29 L28� _ S
62' �,.p. 1 „EIP - _ � / �� /
/ S. P. 1 EIP _. _ - �1 ��
/ T CURB INLET - SEAS
CM - - . • .. �J // BOC 361 .20' 1111 ! !
:. t & Associates, c. Associates,
� � • � •. •• S D Puckett � es, In James Mauney & PA z
E
W ���i / �� GRATE 360.55' 1555 Route 56 6405 Wilkinson BLVD. • C or
ML W W i INV. 356.85' F i W
Creedmoor, NC 27522 Belmont, NC 28201 _ L z
��oQ \ URB INLI_T� s 919.528.8900 (v) 704.829.9623 (o) _ 35823
U C ROAD BOC 356 p1s3991 @gmail.com 704.829.9625 ( =
{ / z
/ GRATE 355.83' j v F Q;• W
I &OJNb. IN 55Z.35'�- CURB INLET Contact: Steve Puckett, PLS Contact: James Cameron, PLS %9,j,• �GINE�
CURB INLET
i�� /ll��W •SI'Q�\�
_ - OUT 348.57' I _ C RU B INLET BOC
RATE 354 7
INV
BOC 355 47' I /2
_ I : "`
GRATE 355.25' 0 GRATE 354.83' NOT FOR CONSTRUCTION C-02
GRATE 354.61' INV. 351.36' INV. 351.78'
P• FES 18 "RCP INV 356.73

0
0
0
U
LU
W
J
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W
W
W
0
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Z
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V
CO
Z
J
U
Z
W
a
co
co
W
0
0
LL
U)
w
a
0
0
N
0
Z
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N d
I I ERIC R. & JULIE C. SCHMIDT
DB 14586, PG 1356
I I LOT 10,
LONGWOOD SUBDIVISION
BM 1971, PG 296
I PIN #0796777918.000
s GREENWAY
I BM 1993, PG 545
72' CMP
(n
72" F 20' PRIVATE STORM
F\. O FL F W SOP 0
DRAIN EASEMENT
sS S SS
�
s FES I
100
21 LF 30" RCP
NEUSE RIVER RIPARIAN BUFFER \ I llv \ j \ �- @ 1.21 %_ _
(50' FROM TOP OF BANK)
I I II \ SDMH
/II 1 1 a 101 /
TREE PROTECTION ✓� \ I 141 LF 30" RCP ps,
QA FENCE, TYP I /� @ 3.50% -
I� 102 .370
\ /
71 LF 30" RCP
I @ 5.50%
GCB
V / � 103
V / -310-
/ 29 LF 18" RCP---
V @ 2.00%
YI- /
✓�� \ , i'�� 123
�o' PRIVATE ORIVIj
cn" / DRAIN EASEMENT
W 88 LF 30" RCP 0 CB
r - @ 5.50%
p�/ / / 1 0 ~ _ _ 104
j
ti
26 LF 18" RCP I
@ 1.00%
26 LF 15" RCP �
@ 2.00%
106 .
1
69 LF 24" RCP
@8.00 %^ s
,CB
/ 330 --47 LF 24" RCP
V- SHAPED DRAINAGE SWALE #4 / / / / i \ @ 8.00%
VEGETATION = KY BLUEGRASS \ 109
LINING = ECSC -2 DOUBLE STRAW NET /
WITH COCONUT (BY ACF OR EQUAL) 4 / 26 LF 24" RCP
MAX. SLOPE = 4A°lo,; (/ @ 5.80 /o /
SIDE SLOPES = 3:1 /
'/ 335 57LF15 ' RCP
MIN. DEPTH = 2' Q @ 5.00%
� 117
FES 18 "RCP INV 341.45 o
1 LO
CURB INLET
BOC 346.06' \ �( 1
S
GRATE 345.46'
INV. 342.16'
l
CB /^ B
119
114 LF 24 RCP 76 LF 24" RCP,
0 @ 0.50% i @ 0.60%
CURB INLET
i
BOC 355.50' 91 LF 24
/ I / 2 RIV E S M
GRATE 354.88' I I I U1 I @0 50 °0 /� A ENT
INV. IN 351.58' / 0
INV. OUT 350.68/ I `/ I �j /
\ o
QB & ELIZABETH\ TERRY DANIEL
TRAPEZOIDAL CHANNEL Y \ DB 13169, PG 2494
BASE WIDTH = 48" AGNER LOT 8, /
LINING = 18" TH. CLASS "B" RIP -RAP 31, PG 1641 \ LONGWOOD SUBDIVISION
\ BM 1971, PG 296
3: /
MAX. SLOPE = )
LONG )D SUBDIVISION PIN# 0796880089 000
i SIDE SLOPES = 3:1 gM� ,71, PG 296 / c-
MIN. DEPTH = 2' 'DIN 96788080.' TOP OF BANK
REFER TO GENERAL NOTE #22.
� - 50' NEUSE RIVER /
RIPARIAN BUFFER
i / J
FLOODWAY LINT /
--
' FE -2J9.1 CONCRETE LEVE F\N � � FWF
JSPREADER - S SS F SS F`p s do O
LENGTH =100'
r��L \ ,TOP LIP =298.25iF�
VARIABLE WIDTH BMPp
I 7P TCA ACCESS &
,\ MAINTENANCE
EASEMENT \\0.2% CHANCE 1% ANNUAL
OR 1% (FUTURE CONDITIONS) CHANCE FLOOD
"'Op GREENWAY � q LINE LINE
/
BM 1993, PG 545
56 LF 12" RCP \ _� / <ti
@ 1.80 % /-
� RIP -RAP LINED BLIND SWALE &
FOREBAY <
BOTTOM SWALE =296
BOTTOM FOREBAY =295.5 >
\ , <�
V- SHAPED DRAINAGE SWALE #3
j - VEGETATION = KY BLUEGRASS
LINING = ECSC -2 DOUBLE STRAW NET WITH COCONUT \
36 LF 15" RCP -MAX. (BY ACF OR EQUAL)
@ 1.00% / SLOPE = 7.2%
SIDE SLOPES = 3:1
MIN. DEPTH = V �\
V- SHAPED DRAINAGE SWALE #2
B VEGETATION = KY BLUEGRASS /
105
LINING= STRAW WITH NET
j MAX. SLOPE = 5.5%
X90 LF 30" RCP SIDE SLOPES = 3:1
/@ 6.25% / MIN. DEPTH = 1'
r C na o
107 V- SHAPED DRAINAGE SWALE #1
36 LF 15" RCP / VEGETATION = KY BLUEGRASS
/ @ 5.00% / / /X j TEMP. LINING = JUTE NETTING
MAX. SLOPE = 1.25%
/ SIDE SLOPES= 3:1 \y
MIN PTH `1 "> DB 0I5798,OPG 922
BM 2014 PG 1182
3��OPE PIN# 0796873644 j
31 LF 15" RCP- i � � / � �
@ 1.00% /� �'" 44 LF 15 " RCP •. �
SS � @ 5.00%
112
26 LF 15" RCP
@ 1.40% 1 A
/ C
26 LF 15" RCP / / I �' C
.7 LF 18" RCP 111 @ 1.00% 0S
@ 8.00% 67 LF 18" RCP / CB TCA
X57 LF 24" RCP @ 8.00% 125
_ @ 0.75% B \ YI
_EGEND:
❑
FLARED END SECTION
co
RISER STRUCTURE
FEW
CATCH BASIN
❑
YARDINLET
TW= 416.00
BW= 415.00
SPOT ELEVATION
(FROM -SIZE)
(TO -SIZE)
5.25%
FLOW DIRECTION
RIP -RAP OUTLET PROTECTION
- 400 -
MAJOR CONTOUR
100
STORM DRAIN LINE
=
MINOR CONTOUR
- - - - - - -
INTERMEDIATE CONTOUR
-------- a- --a­
DRAINAGE SWALE
STORM DRAINAGE TABLE
C 113 ��; 126 xQ 114 CB GROVE STREET 352.46 (124 -15 ") (113 -15 ")
118 26LF15 "RCP
@ 2.00% 45 LF 15" RCP 352.96 351.86
00, 115 CB GROVE STREET 359.93
42 LF 24" RCP /j j 87 LF 15" RCP @00% / /
/ (116 -15 ") (113 -15 ")
@0.71/0 / @8.00/0
B / 116 CB GROVE STREET 359.95 353.32 353.22
115. � / (126 -15 ") (115 -15 ")
MANHOLE
(FILLED W/ DEBRIS 332.39
26 LF 15" RCP 117 CB GROVE STREET 337.33
1.00% � � / (109 -15 ")
@ / UNDERGROUND
CB
TELECOMMUNICATIONS 331.68 331.58
CABLE ALONG EDGE OF 118 DBL CB GROVE STREET 337.33 (119 -24 ") (110 -24 ")
SIDEWALK APPROXIMATE
( 332.07 331.97
119 CB GROVE STREET 338.01
(120 -24 ") (118 -24 ")
A � � � CONCURRENT REVIEW APPROVAL
/ L \/ \ /°3/� /,� / / / / CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION
X \ YI 1 TCA / Plans for the proposed use have been reviewed for general compliance with
/ y a licable codes. This limited review and authorization for construction is not to
ELECTRICAL / \ 121 / / ��P pp
RISER C/j \I 122 0 / / / / �F be considered to represent total compliance with all legal requirements for
AT &T ^ / / / / A -L���� development and construction. The property owner, design consultants and
TELECOMMUNICATION / / `- Q�
RISER F � �\ � � / 20' PRIVATE STOR � � � ��G contractors are each responsible for compliance with all applicable city, state
EXISTING ANC =\ l / / 0 J� and federal laws. This specific authorization below is not a permit, nor shall it be
DRAIIQ EASEMENT Q
ELECTRICAL 1 �j / / / g�� construed to permit any violation of city, state or federal law. All construction
CP &L ` CP / o Q�P must be in accordance with all local, state, and federal rules and regulations.
EASEMENT �/ I //
DB 353 Q � 7, PG \ \I Fl =18" I
CURB INLET 4 / / 1P� TRANSPORTATION FIELD SERVICES:
/ / � � `�' �
BOC 369.18' A
GRATE 368.51' �I i �� �`�f �� �' / GX, PUBLIC UTILITIES:
INV. IN 364.81' ^�
INV. OUT 364.62''• - - ���� ��� / /
STORMWATER:
co
TOP / RIM
INV IN
INV OUT
INLET#
TYPE
ROADWAY
ELEVATION
(FROM -SIZE)
(TO -SIZE)
Z
T
W
299.00
PLANNING /ZONING:
100
FES
GROVE STREET
302.42
(101 -30 ")
w
_//
BB1 0'
BOC 361
GRATE 360.55'
W
Z Z
333.29
298.75
121
YI
GROVE STREET
342.71
299.25
( -12 ")
101
SDMH
GROVE STREET
304.00
(102 -30 ")
299.25
y
YI
URBAN FORESTRY:
337.75
=
(100 -30 ")
c? o
304.28
304.18
102
CB
GROVE STREET
312.26
(103 -30 ")
(101 -30 ")
J'
SITE ACCESSIBILITY:
O
308.65
349.80
124
IND�OUT 348.57' �-� _ �_
THESSALY LANE
CURB INLET CURB
BOC 355.35'
(104 -30 ")
308.18
103
CB
GROVE STREET
315.69
309.43
(102 -30 ")
BOC 355 47'
GRATE 354.70'
GRATE 354.83'
CB
standards and specifications.
INLET S.P.
(123 -18 ")
(124 -15 ")
\�
_
FES 18 "RCP INV 356.73
GRATE 354.61'
INV. 351.36' INV. 351.78'
313.57
356.48
126
YI
GROVE STREET
360.50
(106 -30 ")
313.47
104
CB
GROVE STREET
320.59
313.83
(103 -30 ")
127
YI
GROVE STREET
341.69
(105 -18 ")
(112 -15 ")
314.19
314.09
105
CB
GROVE STREET
320.59
(129 -15 ")
(104 -18 ")
319.69
314.55
129
YI
GROVE STREET
318.58
(108 -24 ")
319.19
106
CB
GROVE STREET
327.34
320.44
(104 -30 ")
(107 -15 ")
321.06
320.96
107
CB
GROVE STREET
327.20
(128 -15 ")
(106 -15 ")
325.29
325.19
108
CB
GROVE STREET
333.71
(109 -24 ")
(106 -24 ")
329.55
(117 -15 ")
329.05
109
CB
GROVE STREET
337.72
329.55
(108 -24 ")
(110 -24 ")
332.92
(111 -18 ")
331.05
110
CB
GROVE STREET
338.41
331.15
(109 -24 ")
(118 -24 ")
338.57
(113 -18 ")
336.67
111
CB
GROVE STREET
344.57
336.92
(110 -18 ")
(112 -15 ")
337.38
337.28
112
CB
GROVE STREET
344.15
(127 -15 ")
(111 -15 ")
344.91
(115 -15 ")
343.90
113
CB
GROVE STREET
352.46
345.40
(111 -18 ")
(114 -15 ")
347.59
345.92
C 113 ��; 126 xQ 114 CB GROVE STREET 352.46 (124 -15 ") (113 -15 ")
118 26LF15 "RCP
@ 2.00% 45 LF 15" RCP 352.96 351.86
00, 115 CB GROVE STREET 359.93
42 LF 24" RCP /j j 87 LF 15" RCP @00% / /
/ (116 -15 ") (113 -15 ")
@0.71/0 / @8.00/0
B / 116 CB GROVE STREET 359.95 353.32 353.22
115. � / (126 -15 ") (115 -15 ")
MANHOLE
(FILLED W/ DEBRIS 332.39
26 LF 15" RCP 117 CB GROVE STREET 337.33
1.00% � � / (109 -15 ")
@ / UNDERGROUND
CB
TELECOMMUNICATIONS 331.68 331.58
CABLE ALONG EDGE OF 118 DBL CB GROVE STREET 337.33 (119 -24 ") (110 -24 ")
SIDEWALK APPROXIMATE
( 332.07 331.97
119 CB GROVE STREET 338.01
(120 -24 ") (118 -24 ")
A � � � CONCURRENT REVIEW APPROVAL
/ L \/ \ /°3/� /,� / / / / CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION
X \ YI 1 TCA / Plans for the proposed use have been reviewed for general compliance with
/ y a licable codes. This limited review and authorization for construction is not to
ELECTRICAL / \ 121 / / ��P pp
RISER C/j \I 122 0 / / / / �F be considered to represent total compliance with all legal requirements for
AT &T ^ / / / / A -L���� development and construction. The property owner, design consultants and
TELECOMMUNICATION / / `- Q�
RISER F � �\ � � / 20' PRIVATE STOR � � � ��G contractors are each responsible for compliance with all applicable city, state
EXISTING ANC =\ l / / 0 J� and federal laws. This specific authorization below is not a permit, nor shall it be
DRAIIQ EASEMENT Q
ELECTRICAL 1 �j / / / g�� construed to permit any violation of city, state or federal law. All construction
CP &L ` CP / o Q�P must be in accordance with all local, state, and federal rules and regulations.
EASEMENT �/ I //
DB 353 Q � 7, PG \ \I Fl =18" I
CURB INLET 4 / / 1P� TRANSPORTATION FIELD SERVICES:
/ / � � `�' �
BOC 369.18' A
GRATE 368.51' �I i �� �`�f �� �' / GX, PUBLIC UTILITIES:
INV. IN 364.81' ^�
INV. OUT 364.62''• - - ���� ��� / /
STORMWATER:
GENERAL NOTES:
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1- 800 - 632 -4949. ITS 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 CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARD
SPECIFICATIONS AND DETAILS.
3. BOUNDARY, TOPOGRAPHIC & UTILITY INFORMATION IS BASED ON SURVEY BY SD
PUCKETTE AND ASSOCIATES, PA.
4. STREAM DELINEATION CONDUCTED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA IN MAY
2013. DELINEATIONS HAVE BEEN USACE & DWQ CONCURRED AND FIELD SURVEYED.
5. RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINAGE, OR OTHERWISE DISTURBED
UNLESS SPECIFICALLY PERMITTED BY THE US ARMY CORPS OF ENGINEERS AND
NCDENR -DWQ.
6. TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND
VEGETATED PERIMETER BUFFER AREAS AS WELL AS TREE CONSERVATION AREAS.
7. THE SITE HAS FLOOD HAZARDS ON SITE ACCORDING TO FEMA MAP NUMBER 3720079600J
WITH EFFECTIVE DATE OF MAY 2, 2006.
8. 20' STORM EASEMENTS SHALL BE CENTERED ON ALL STORM SEWER PIPE LOCATED
OUTSIDE OF STREET RIGHT OF WAYS.
9. UTILITY PIPE SIZES & LOCATIONS ARE PRELIMINARY AND SHALL BE FINALIZED DURING
CONSTRUCTION DRAWING REVIEW & APPROVAL.
10. ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM
DRAINAGE OUTSIDE THE RIGHT OF WAY SHALL BE PRIVATE.
11. 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.
12. 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.
13. 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. TOP ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER OF THE TOP OF
CASTING ELEVATION.
14. PROPOSED CONTOURS ILLUSTRATE THE FINISHED SURFACE ELEVATION FOR PAVEMENT,
FINISHED SUBGRADE ELEVATION IN OPEN AREAS AND TOP OF RIP -RAP UNLESS
OTHERWISE NOTED.
15. CUT /FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE
INDICATED.
16. SLOPES IN LOTS ARE SHOWN AT 12% UNLESS OTHERWISE NOTED
17. NO GRADING EQUIPMENT SHALL BE PERMITTED ON -SITE UNTIL A GRADING PERMIT HAS
BEEN ISSUED BY THE CITY OF RALEIGH. Q
18. NO CLEARING OR GRADING IS PERMITTED WITHIN THE GREENWAY EASEMENT BEYOND
(.' NECESSARY CONSTRUCTION OF SANITARY SEWER CONNECTION AND LEVEL SPREADER
BY -PASS CHANNEL.
19. ALL RIP -RAP IS TO BE INSTALLED WITH NON -WOVEN FILTER FABRIC BENEATH (MIRAFI 140N
OR APPROVED EQUAL).
20. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL
MATCH EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION.
21. CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE ELEVATIONS.
22. BY -PASS CHANNEL WILL REQUIRE NCDENR DWR NEUSE RIVER BUFFER AUTHORIZATION
PERMIT PRIOR TO INSTALLATION.
23. ALL STORM DRAINAGE LINES OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE 20' PRIVATE
DRAINAGE EASEMENTS CENTERED ON PIPE.
STORM DRAINAGE TABLE
co
TOP / RIM
INV IN
INV OUT
'�
/
ROADWAY
ELEVATION
(FROM -SIZE)
(TO -SIZE)
Z
T
W
332.62
PLANNING /ZONING:
120
CB
GROVE STREET
339.03
(121 -24 ")
w
_//
BB1 0'
BOC 361
GRATE 360.55'
W
Z Z
333.29
333.19
121
YI
GROVE STREET
342.71
INV. 356.85'
FIRE:
II
I
TREE PROTECTION
QA FENCE, TYP `c;URB INLET I -
333.75
y
YI
URBAN FORESTRY:
337.75
=
(121 -24 ")
c? o
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SITE ACCESSIBILITY:
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349.80
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IND�OUT 348.57' �-� _ �_
THESSALY LANE
CURB INLET CURB
BOC 355.35'
(125 -15 ")
All construction to be in accordance with all City of Raleigh and /or NCDOT
C JL'RB INLET
BOC 355.25'
BOC 355 47'
GRATE 354.70'
GRATE 354.83'
CB
standards and specifications.
INLET S.P.
(124 -15 ")
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GRATE 354.61'
INV. 351.36' INV. 351.78'
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356.48
GENERAL NOTES:
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1- 800 - 632 -4949. ITS 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 CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARD
SPECIFICATIONS AND DETAILS.
3. BOUNDARY, TOPOGRAPHIC & UTILITY INFORMATION IS BASED ON SURVEY BY SD
PUCKETTE AND ASSOCIATES, PA.
4. STREAM DELINEATION CONDUCTED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA IN MAY
2013. DELINEATIONS HAVE BEEN USACE & DWQ CONCURRED AND FIELD SURVEYED.
5. RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINAGE, OR OTHERWISE DISTURBED
UNLESS SPECIFICALLY PERMITTED BY THE US ARMY CORPS OF ENGINEERS AND
NCDENR -DWQ.
6. TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND
VEGETATED PERIMETER BUFFER AREAS AS WELL AS TREE CONSERVATION AREAS.
7. THE SITE HAS FLOOD HAZARDS ON SITE ACCORDING TO FEMA MAP NUMBER 3720079600J
WITH EFFECTIVE DATE OF MAY 2, 2006.
8. 20' STORM EASEMENTS SHALL BE CENTERED ON ALL STORM SEWER PIPE LOCATED
OUTSIDE OF STREET RIGHT OF WAYS.
9. UTILITY PIPE SIZES & LOCATIONS ARE PRELIMINARY AND SHALL BE FINALIZED DURING
CONSTRUCTION DRAWING REVIEW & APPROVAL.
10. ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM
DRAINAGE OUTSIDE THE RIGHT OF WAY SHALL BE PRIVATE.
11. 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.
12. 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.
13. 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. TOP ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER OF THE TOP OF
CASTING ELEVATION.
14. PROPOSED CONTOURS ILLUSTRATE THE FINISHED SURFACE ELEVATION FOR PAVEMENT,
FINISHED SUBGRADE ELEVATION IN OPEN AREAS AND TOP OF RIP -RAP UNLESS
OTHERWISE NOTED.
15. CUT /FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE
INDICATED.
16. SLOPES IN LOTS ARE SHOWN AT 12% UNLESS OTHERWISE NOTED
17. NO GRADING EQUIPMENT SHALL BE PERMITTED ON -SITE UNTIL A GRADING PERMIT HAS
BEEN ISSUED BY THE CITY OF RALEIGH. Q
18. NO CLEARING OR GRADING IS PERMITTED WITHIN THE GREENWAY EASEMENT BEYOND
(.' NECESSARY CONSTRUCTION OF SANITARY SEWER CONNECTION AND LEVEL SPREADER
BY -PASS CHANNEL.
19. ALL RIP -RAP IS TO BE INSTALLED WITH NON -WOVEN FILTER FABRIC BENEATH (MIRAFI 140N
OR APPROVED EQUAL).
20. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL
MATCH EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION.
21. CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE ELEVATIONS.
22. BY -PASS CHANNEL WILL REQUIRE NCDENR DWR NEUSE RIVER BUFFER AUTHORIZATION
PERMIT PRIOR TO INSTALLATION.
23. ALL STORM DRAINAGE LINES OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE 20' PRIVATE
DRAINAGE EASEMENTS CENTERED ON PIPE.
STORM DRAINAGE TABLE
SCALE: 1 IN = 50 FT
50' 25' 0 50' 100'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
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ELEVATION
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332.62
332.52
120
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GROVE STREET
339.03
(121 -24 ")
(119 -24 ")
N
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333.29
333.19
121
YI
GROVE STREET
342.71
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(120 -24 ")
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333.75
122
YI
GROVE STREET
337.75
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310.00
123
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GROVE STREET
314.75
(103 -18 ")
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349.90
349.80
124
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THESSALY LANE
356.83
(125 -15 ")
(114 -15 ")
350.16
125
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THESSALY LANE
356.83
(124 -15 ")
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356.48
126
YI
GROVE STREET
360.50
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337.69
127
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GROVE STREET
341.69
(112 -15 ")
322.87
128
YI
GROVE STREET
328.03
(107 -15 ")
314.55
129
YI
GROVE STREET
318.58
(105 -15 ")
SCALE: 1 IN = 50 FT
50' 25' 0 50' 100'
SCALE IN FEET
HORIZONTAL
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EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT
CONDITIONS AND STATE WATER QUALITY STANDARDS.
2. TOTAL DISTURBANCE LIMITS = 6.80 AC
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN IN THE PLAN IS A VIOLATION OF THE NORTH CAROLINA SEDIMENTATION CONTROL LAW & IS SUBJECT TO A FINE.
4. GRADING MORE THAN 20,000 SQUARE FEET WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE ARTICLE 9.4 OF THE CITY OF RALEIGH UNIFIED
DEVELOPMENT ORDINANCE & IS SUBJECT TO A FINE.
5. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH & NCDENR STANDARDS AND SPECIFICATIONS.
8. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. A MINIMUM OF ONE CONSTRUCTION ENTRANCE SHALL BE
INSTALLED AND UTILIZED. THIS ENTRANCE SHALL BE BETWEEN THE LIMITS OF DISTURBANCE AND ANY ROAD RIGHT OF WAY,
9. ADJACENT PROPERTIES AND RIGHT -OF -WAY SHALL BE KEPT FREE OF MUD AND /OR SEDIMENT -LADEN RUNOFF.
10. THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE RECOMMENDED AS A MINIMUM IN ORDER TO CONTROL RUN -OFF. IT IS POSSIBLE THAT MORE STRINGENT
MEASURES MAY BE NEEDED AS DETERMINED BY THE CONTRACTOR, PROJECT ENGINEER, AND /OR EROSION CONTROL INSPECTOR. IF IT IS DETERMINED THAT ADDITIONAL
RUN -OFF CONTROL IS NEEDED, SUCH MEASURES SHALL BE INSTALLED IMMEDIATELY.
11. SHOULD MAINTENANCE ISSUES ARISE, PLEASE CONTACT ALEX CAPS AT (252) 714 -5333.
12. CONTRACTOR SHALL LOCATE AND VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK.
EROSION CONTROL NARRATIVE:
PROJECT DESCRIPTION
APPROXIMATELY 6.8 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE SITE IS LARGELY AN IMPORT SITE FOR FILL MATERIAL WITH THE FILL HEIGHTS RANGING FROM 1
TO 12 FEET. THIS PROJECT WILL INVOLVE REMOVAL OF EXISTING VEGETATION AND TOPSOIL ALONG WITH ANY UNSUITABLE MATERIALS FROM THE SITE. THE DISTURBANCE
REQUIRED FOR THIS PROJECT WILL BE LIMITED AS MUCH AS POSSIBLE TO INSTALL THE NECESSARY INFRASTRUCTURE FOR THE SUBDIVISION ALONG WITH MASS GRADING OF
LOTS TO PROVIDE BUILDABLE HOME SITES. AVERAGE SLOPE ACROSS THE LOTS WILL BE 10 -12% WITH SOME AREAS REQUIRING STEEPER SLOPES.
THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN EARLY TO LATE FALL 2015 WITH PROJECT COMPLETION AND FINAL STABILIZATION BY LATE WINTER TO EARLY
SPRING 2016. THE EROSION AND SEDIMENT CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF A SUITABLE CONSTRUCTION ENTRANCE,
TEMPORARY SILT FENCING, SILT FENCE OUTLETS, DIVERSION DITCHES, AND INLET PROTECTION MEASURES. ONE LARGE SEDIMENT SKIMMER BASIN WILL BE INSTALLED TO
CAPTURE SEDIMENT AND PREVENT OFF -SITE SEDIMENT DISCHARGE AND EROSION. SILT FENCE WILL BE PLACED ALONG ALL DOWNSTREAM DISTURBANCE LIMITS.
ADJACENT PROPERTY
ADJACENT PROPERTY OWNERS ARE NOTED ON THE EXISTING CONDITIONS PLAN. REFER TO SHEET C -02 FOR MORE INFORMATION.
NATIVE SOILS
THE SOILS AT THIS SITE ARE PREDOMINATELY SANDY LOAMS. ON -SITE SOILS ARE CECIL (CeD,CgB2, CgC2), CHEWACLA (CmA), and PACOLET (PaF) SOILS. THE CECIL AND
PACOLET SOILS ARE CLASSIFIED WITHIN HYDROLOGIC GROUP B WHILE CHEWACLA ARE C TYPE SOILS.
MAINTENANCE /INSPECTION PROCEDURES
THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.
• ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE
APPOINTED BY THE SUPERINTENDENT, DAILY AND WITHIN 24 HOURS OF EVERY RAINFALL EVENT.
• SILT FENCE & FABRIC INLET PROTECTION: INSPECT FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO
SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE -THIRD THE HEIGHT
OF THE FENCE.
• DIVERSION DIKES /SWALES: INSPECT AND ANY BREACHES PROMPTLY REPAIRED. SEDIMENT SHALL BE REMOVED FROM THE FLOW AREA IMMEDIATELY AFTER EACH
RAINFALL
• TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP- DRESSING WITH 2 -3" STONE. AFTER A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO ROADWAYS.
• SEDIMENT BASIN: INSPECT AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE -HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH
SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.
MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. REPAIR BAFFLES AND SKIMMERS AS
NEEDED.
• INLET PROTECTION: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ('/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS, TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
• SEEDING, FERTILIZING, AND MULCHING: INSPECT SEEDED AREAS FOR FAILURE AND NECESSARY REPAIRS AND RE- SEEDING SHALL BE MADE WITHIN THE SAME
SEASON. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
• MAINTAIN THE ON -SITE RAIN GAUGE & DATA AND STORMWATER INSPECTION LOG SHEETS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL CITY OF
RALEIGH HAS CLOSED THE PROJECT & SURETY HAS BEEN RELEASED.
• THE CONTACT PERSON IS REQUIRED TO MAINTAIN A LOG OF SELF - INSPECTIONS PER REQUIREMENTS AS OUTLINED IN NCGO1000 PERMIT. THE REPORTS WILL BE KEPT ON
SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND
AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL CITY OF RALEIGH HAS CLOSED
THE PROJECT.
• THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND
FILLING OUT THE INSPECTION AND MAINTENANCE REPORT.
• PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT: THEY WILL BE TRAINED IN
ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.
• GROUND STABILIZATION: SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND - DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
A. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY.
B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY
DUST CONTROL:
VEGETATIVE COVER
FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION PROVIDES
THE MOST PRACTICAL METHOD OF DUST CONTROL.
MULCH
WHEN PROPERLY APPLIED, MULCH OFFERS A FAST, EFFECTIVE MEANS OF
CONTROLLING DUST.
MAINTENANCE
MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS
UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
SEDIMENT & EROSION CONTROLS:
IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND SEDIMENT CONTROLS AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. IT
IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT
POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION CONTROLS SHOWN ON THE EROSION AND SEDIMENT CONTROL
PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND SEDIMENT CONTROL
REQUIREMENTS. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES BE TO THE STANDARDS OF THE NC DEPT. OF ENVIRONMENTAL
MANAGEMENT - LAND QUALITY SECTION, AND ARTICLE 9.4 CITY OF RALEIGH UDO.
STRUCTURAL PRACTICES
1. SILT FENCE (SEDIMENT FENCE):
SILT FENCE CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION. SILT FENCES SHALL BE PROVIDED WHERE SHOWN AND AS
NEEDED ON THE SITE PLAN. THESE BARRIERS SHALL BE USED TO CONTAIN SEDIMENT.
2. SILT FENCE OUTLET:
GRAVEL SILT FENCE OUTLETS SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE OUTLETS SHALL BE LOCATED AT ALL LOW
POINTS IN A RUN OF SILT FENCE AND USED TO DISCHARGE "CLEAN WATER" OFF -SITE.
3. DIVERSION DITCHES:
USE DIVERSION DITCHES TO CONVEY SEDIMENT LADEN RUNOFF TO EROSION CONTROL BMPS AS SHOWN ON THE PLANS.
4. CONSTRUCTION ENTRANCE:
CONSTRUCTION TRAFFIC SHALL BE LIMITED TO STABILIZED AREAS. AT A MINIMUM, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE PROVIDED AS
SHOWN ON THIS DRAWING. VEHICLE WHEELS SHALL BE CLEAN WHEN LEAVING THE SITE TO PREVENT THE TRACKING OF MUD ON PAVED ROADS.
5. ROCK CHECK DAMS:
ROCK CHECK DAMS CAN BE USED TO REDUCE EROSION IN A DRAINAGE CHANNEL TO LIMIT EROSION BY REDUCING VELOCITY IN OPEN CHANNELS.
6. SKIMMER BASINS:
SKIMMER BASINS WITH SKIMMERS AND POROUS BAFFLES ARE USED TO RETAIN SEDIMENT ON THE CONSTRUCTION SITE, AND PREVENT SEDIMENTATION IN
OFF -SITE STREAMS, LAKES, AND DRAINAGE WAYS. POROUS BAFFLES TO BE COIR FIBER.
7. INLET PROTECTION:
BLOCK & GRAVEL INLET PROTECTION CAN BE USED TO HELP PREVENT SEDIMENT FROM ENTERING STORM DRAINS BEFORE STABILIZING THE CONTRIBUTING
WATERSHED. THIS PRACTICE ALLOWS EARLY USE OF THE STORM DRAIN SYSTEM
Nxel; 1L111kyj :acs 20411111111IN:
1. TEMPORARY SEEDING:
DISTURBED AREAS THAT ARE NOT ANTICIPATED TO BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 7 OR 14 CALENDAR DAYS MUST RECEIVE
TEMPORARY SEEDING (SEE NPDES TABLE). A QUICK GROWING GRASS SPECIES, WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS
PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING, SHOULD BE USED. TEMPORARY SEEDING SHALL BE PER CITY OF RALEIGH
REQUIREMENTS.
2. TEMPORARY GRASSING:
THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO
ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
3. TEMPORARY REGRASSING
IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER, THE AREA WILL
BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. RESEED AND MULCH BARE SPOTS LARGER
THAN 9 SQUARE FEET.
4. PERMANENT SEEDING:
ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. PERMANENT SEEDING SHALL BE PER CITY OF RALEIGH
REQUIREMENTS. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND OF GRASS IS
ACCEPTABLE.
MANAGEMENT STRATEGIES
1. STOCKPILING MATERIAL:
NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER
BODY OR STORM WATER COLLECTION FACILITY. PER NCDWQ CONSTRUCTION GENERAL PERMIT REVISED AUGUST 4, 2011 ALL EARTHEN MATERIAL
STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO OTHER REASONABLE ALTERNATIVE IS AVAILABLE.
2. RIP -RAP OUTLET PROTECTION:
ALL RIP -RAP SHALL BE INSTALLED WITH FILTER FABRIC BENEATH.
3. SOIL DISPOSAL:
DISPOSE OF ALL STOCKPILED MATERIAL TO AN APPROVED PERMITTED NCDENR DISPOSAL SITE.
4. DEWATERING:
ALL TRENCH /PIT DEWATERING MUST DISCHARGE TO AN APPROVED S &EC MEASURE OR SILT SACK PRIOR TO LEAVING THE SITE.
5. PERMANENT EROSION CONTROL:
THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES.
CONSTRUCTION SEQUENCE:
ROUGH GRADING PHASE
1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCG010000) TO STORMWATER
INSPECTIONS THROUGHOUT THE PROJECT.
2. PRIOR TO BEGINNING CONSTRUCTION, CALL INSPECTOR, CHRIS BRIDGERS AT (919) 279 -1308 TO SCHEDULE AN ON -SITE PRE - CONSTRUCTION MEETING.
3. INSTALL TREE PROTECTION FENCING. REQUEST INSPECTION FOR APPROVAL FROM CITY OF RALEIGH TREE PRESERVATION INSPECTOR PRIOR TO CLEARING &
GRUBBING.
4. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO
INSTALL THE PERMITTED MEASURES.
5. INSTALL SEGMENT OF SANITARY SEWER SYSTEM UNDER SEDIMENT BASIN AS SHOWN ON ROUGH GRADING EROSION CONTROL PLAN. INSTALL SILT FENCE
PROTECTION AROUND TRENCH EXCAVATION. ONCE SANITARY SEWER SEGMENT IS INSTALLED, COMPLETE INSTALLATION OF SEDIMENT BASIN.
6. CALL THE RAPID RESPONSE NUMBER (919) 857 -4412 TO SCHEDULE A STORMWATER SITE INSPECTION.
FINAL GRADING PHASE
7. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY - CLEARING AND GRUBBING.
8. PROCEED WITH GRADING AND INSTALLATION OF UTILITIES.
9. DO NOT INSTALL SEGMENT OF PIPE BETWEEN CB #102 AND SDMH #101 UNTIL REMOVING SEDIMENT BASIN UPON CITY OF RALEIGH APPROVAL. DAYLIGHT STORM
PIPE FROM CB #102 INTO SEDIMENT BASIN DURING CONSTRUCTION.
10. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT.
11. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON PROJECT SITE.
12. COORDINATE WITH CITY OF RALEIGH ON REMOVAL OF SEDIMENT BASIN AND INSTALLING LEVEL SPREADER.
RESIDENTIAL GRADING PHASE
13. PROVIDE INLET PROTECTION ON ALL INLETS IN ROADWAYS WITH PRE - ENGINEERED CURB INLET FILTERS AND SILT SACKS.
14. INDIVIDUAL LOT OWNER TO FILE NEW FINANCIAL RESPONSIBILITY FORM WITH CITY OF RALEIGH.
15. INSTALL RESIDENTIAL LOT EROSION CONTROL MEASURES INCLUDING CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE. REFER TO TYPICAL
RESIDENTIAL LOT GRADING DETAIL AS SHOWN ON C -14.
16. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS
PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE
BARE PATCHES OR EVIDENCE OF EROSION.
17. IF APPLICABLE, AT A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT A CITY OF RALEIGH FORM
511 AND APPROVABLE BMP AS -BUILT PLAN AND ENGINEER'S CERTIFICATION TO CITY OF RALEIGH STAFF FOR REVIEW AND WRITTEN ACCEPTANCE. THE
CERTIFICATIONS MUST BE ACCEPTED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
18. CALL THE RAPID RESPONSE NUMBER (919) 857 -4412 TO SCHEDULE A STORMWATER FINAL INSPECTION.
35° 51'34" N
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Custom Soil Resource Report
3 Soil Map
710260 710300 710340 710380 710420 710460 710500
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Map Scale: 1:1,800 rf pnnted on A portrait (8.5" x 11 ") sheet. g
Meters
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8
1 USDA SOILS MAP
C 111 SCALE: N.T.S.
35° 57' 34" N
m
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02 USGS 7.5 MINUTE MAP
C -11 SCALE: N.T.S.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED 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 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.
TRANSPORTATION FIELD SERVICES:
PUBLIC UTILITIES:
STORMWATER:
PLANNING /ZONING:
FIRE:
URBAN FORESTRY:
SITE ACCESSIBILITY:
All construction to be in accordance with all City of Raleigh and/or NCDOT
standards and specifications.
NOT FOR CONSTRUCTION
SEAL
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I ERIC R. & JULIE C. SCHMIDT \ � LEGEND: GENERAL NOTES:
DB 14586, PG 1356 JAME L. & ELIZABETH\ TERRY DANIEL / /��
RIP-RAP OUTLET PROTECTION LOT 10, Y. DB 13169, PG 2494 / �� �°
I NCDOT CLASS "B" RIP -RAP LONGWOOD SUBDIVISION WAGNER \ LOT 8, / / 1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN
L=1 5', W1 8', W2=1 0', d=1 8" BM 1971, PG 296 DB 8881, PG 1641 \ LONGWOOD SUBDIVISION -�6� ON THIS PLAN ARE GRAPHICAL REPRESENTATION OF THE ACTUAL EROSION CONTROL
IN #0796777918.000 LOT 9, \ BM 1971, PG 296 / 1 "EIP
D50 =6" GREENWAY \ PIN# 0796880089 000 / / ��d CONSTRUCTION ENTRANCE /EXIT MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF THIS
LONGWOOD SUBDIVISION
I s Dmax =9" BM 1971, PG 296 -6 6- o DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE
I B 1993, PG 545 - - Q
L2 � '#0796788080.000 \ / THEY ACTUALLY WILL BE INSTALLED IN THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES
72' '' I / U' SILT FENCE OUTLET _ _ /
CMP L4 `�e.L Cg - � / I / IS THERE TO BE DISTURBANCE WITHIN ANY WETLAND AND /OR STREAM BUFFER AREAS.
72„ 2. TOTAL DISTURBED AREA = 6.80
0 FAO / FL REFER TO GENEIRAL N�TE #12- BANK_ - - , FLOODWAY LINE / / - - - � /O
/ -� SEDIMENT BASIN
ON USING SDMH#101 AS- FW FLOo qy - / FW �� FWF �`� 3. REFER TO DETAIL SHEET C -11 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL
SEDIMENT BASIN -RISER �S S SS F SS s ti° / NARRATIVE, MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS & EROSION CONTROL
SILT F= OUTLE 1J SKIMER - S �- /SILT FEN E OUTLET - - FAD �� DETAILS.
� �, „ � _ � F SILT FENCE OUTLET
A j j �� � _ ` AREA TO REMAIN L� �O / 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF RALEIGH
' / = • Try ��2 FLO STANDARDS AND REGULATIONS.
UNDISTURBED FICA] I INSTALL TREE �p � '' o / ROCK CHECK DAM
P OTC ILT 1
e�
� _ ` Tn � _` PROTECTION /SILT �
NEUSE RIVER RIPARIAN BUFFER 0 I ENE \ �� - ^ STRAW WATTLE 5. SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
(50' FROM TOP OF BANK) _ - - _ - ON I COMBINATION FENCE ANCE 1 % ANNUAL
ICONDITIONS) CHANCE FLOOD 6. THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT
NOTCH 10' WEIR IN I \ ' / �� 50' EMERGENCY LNWAY LINE LINE Ts M TEMP. SEED /MULCH /PERM. SEED AN APPROVED PLAN AMENDMENT BY CITY OF RALEIGH. PRE - CONSTRUCTION
BAFFLE AT ELEVATI N3 8A I 1 i"i y V Ps SPILLWAY CONFERENCE MAY BE REQUIRED BEFORE GRADING PERMIT IS ISSUED.
°G 545
LOCATIONS S T
INCREASE FLOV11 G H I I r; / ; END COMBINATION �^ OUTLET PROTECTION 7. ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
i 1 "I I
FENCE
1 IP / ��
I �/ �► I 8. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90
�- � -1 ��E � � ♦TDD DIVERSION DITCH
END COMBINATION I - \ �� CALENDAR DAYS, WHICHEVER IS SHORTER.
FENCE j ` I I ) = _
I I `T S IIII INLET PROTECTION
9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF - INSPECTION LOG.
O SILT SACK
10. SHAPE OF SEDIMENT BASINS CAN VARY AS SHOWN PROVIDED MINIMUM VOLUME &
I U �►- Z - SILT FENCE
SURFACE AREA REQUIREMENTS ARE PROVIDED.
Ov
,SNT� S' „v� Tf' TREE PROTECTION FENCE
� � � fF TPfF SILT /TREE PROTECTION FENCE 11. ALL DIVERSION DITCHES SHALL HAVE 12" STRAW WATTLE CHECK DAMS SPACED EVERY 50
INSTALL TEMPORARY \ L.F. OF DITCH.
¢IOUS BAFFLE, TYP-- DIVERSION DITCH WITH CHECK " ) - - - - - - - POROUS BAFFLES
DAM AND RIP -RAP INLET
DISTURBANCE LIMITS 12. RISER FOR SKIMMER BASIN IS DESIGNED TO USE SDMH #101 WITH OUT THE TOP SLAB. THE
NOTCH 10' WEIR IN POROUS / PROTECTION INTO BASIN �\ �� �/c\ \ TOP SLAB SHOULD BE INSTALLED AFTER THE SITE IS STABILIZED AND THE SEDIMENT
/ BAFFLE AT ELEVATION 303 AT < BASIN IS FILLED IN. CONTRACTOR TO PROVIDE TRASH RACK WTIH ANTI - VORTEX PLATE.
\/ / / \ � /� � / / LOCATIONS SHOWN TO , � � � � � THE SKIMMER CAN BE ATTACHED TO THE BOTTOM OF THE MANHOLE AT THE LOCATION OF
I I _310- / / / //( NCREASE FLOW LENGTHS �
- � \ J SEDIMENT BASIN DESIGN SUMMARY THE PERMANENT INVERT IN. ONCE THE SKIMMER IS REMOVED THE REMAINING STORM
v�v J
/ / // �� �� \` \� \` VOLUME REQUIRED - 12,240 CF DRAINAGE PIPE FROM CB #102 TO SDMH #101 CAN BE INSTALLED.
j VOLUME PROVIDED = 56,251 CF
(v INSTALL TREE PROTECTIIOpJ / / / / / / � / 1 I 13. NO WETLANDS EXIST ON PROPERTY.
� U/ AREA TO REMAIN FENCE AROUND TREE I I / '__� _ ` �� '�� SURFACE AREA REQUIRED = 19 257 SF _Zzz *. / ✓� / V / UNDISTURBED I ` C�SERVATION AREA (TCA) I - NSTALL SANITARY SEWER SYSTEM FROM / ^� i 14. STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION
i l I \ v� SURFACE AREA PROVIDED = 19,419 SF
\\ \ \ j EXISTING MANHOLE TO SSMH #1 PRIOR TO � < � � J WILL BE REQUIRED.
�; / ✓/ \\ \ I INSTALLING SEDIMENT BASIN. INSTALL SILT, �V �' ` ��
ENCE ALONG TRENCH AREA. REFER TO / / ��-` \ ,� I �� SURFACE AREA ELEVATION = 303.00 CUT AND FILL SLOPES THAT ARE 2:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT
' U \ \ TOP OF BASIN ELEVATION = 305.00 SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTING AND RETENTION
Q CONSTRUCTION SEQUENCE ON C -11. /
I �\ \ // BOTTOM OF BASIN ELEVATION = 300.00 DEVICES. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF GRASS BUT
` O j / / SILT FENCE, TYP ,� \ c /� ( CLEANOUT ELEVATION = 301.50 MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE:
Q / �/ \ \ 1 I 1 l / / // Cg _\_ �� ��` \�� \� WEEPING LOVE GRASS, RED FESCUE, OR OTHER APPROVED VARIETY.
\ EMERGENCY SPILLWAY LENGTH = 50'
EMERGENCY SPILLWAY ELEVATION = 304.00
m�,/A/ Ts M J I / / l SILT FENCE OUTLET`\ \y �� \ �� Y' SKIMMER SIZE = 4 INCH, 3 INCH ORIFICE
a c� / �/ \ 1 PS `�'s. / ` .WV , ,\ \ \ y,v I �� y
/ I I REFER TO STABILIZATION / / /// \\ \ �' Q
/ I I I I I // `TABLE, FOR SCHEDULE > GC MILLBROOK LLC
I r DB 015798, PG 922 / 7
LF PACES'FORE61�, / / JJ �I I / l l / / / / / / / // BM 2014 PG 1182 ; , CONSTRUCTION SEQUENCE.
PIN# -- 9.796 -77 -73 3 / / / / / / // PIN# 0796873644 '�, \ ROUGH GRADING PHASE
440,29
10.107 A s I / / �� l / / �j / � I j 1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY NCG010000 TO STORMWATER
____9 14/1182 INSPECTIONS THROUGHOUT THE PROJECT. ( )
2. PRIOR TO BEGINNING CONSTRUCTION, CALL INSPECTOR, CHRIS BRIDGERS AT [phone] TO SCHEDULE AN ON SITE PRE CONSTRUCTION MEETING.
II \� ^� 3. INSTALL TREE PROTECTION FENCING. REQUEST INSPECTION FOR APPROVAL FROM CITY OF RALEIGH TREE PRESERVATION INSPECTOR PRIOR TO CLEARING &
�/
/ \ ,� GRUBBING.
s M // /� I �� �-' / 4. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO
INSTALL THE PERMITTED MEASURES.
5. INSTALL SEGMENT OF SANITARY SEWER SYSTEM UNDER SEDIMENT BASIN AS SHOWN ON ROUGH GRADING EROSION CONTROL PLAN. INSTALL SILT FENCE
j �� O� j \ j II \\ 2� ���N PROTECTION AROUND TRENCH EXCAVATION. ONCE SANITARY SEWER SEGMENT IS INSTALLED, COMPLETE INSTALLATION OF SEDIMENT BASIN.
/Aj �j j �g6 j �j \ / �PS 6. CALL THE RAPID RESPONSE NUMBER (919) 857 -4412 TO SCHEDULE A STORMWATER SITE INSPECTION.
J j/ / _ ALL TREE PROTECTIO \ \\ // FINAL GRADING PHASE
FENCE AROUND THE \ J / \\ / 7, UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY - CLEARING AND GRUBBING.
\o i CONSERVATION AREA (TCA) 1 / \
8. PROCEED WITH GRADING AND INSTALLATION OF UTILITIES.
/ \ \ 9. DO NOT INSTALL SEGMENT OF PIPE BETWEEN CB #102 AND SDMH #101 UNTIL REMOVING SEDIMENT BASIN UPON CITY OF RALEIGH APPROVAL. DAYLIGHT STORM
FES 18 "RCP INV 341.45 C PIPE FROM CB #102 INTO SEDIMENT BASIN DURING CONSTRUCTION.
1 \ \ 1 I I I I I I I (III ((` �\ / ,Y TCA J / �� GI 110. STABILIZATION IS REQUIRED WITHIN S14 CALENDAR DAYS OF COMPLETION OF ANY NEEDED, AT LEAST ONCE PER WEEK
OF GRADING OR INACTIVITY ON PROJECT ESITE. RAINFALL EVENT.
\ \ I 1 1 1 /�� /// / J '
AREA TO REMAIN - G / 12. COORDINATE WITH CITY OF RALEIGH ON REMOVAL OF SEDIMENT BASIN AND INSTALLING LEVEL SPREADER.
CURB INLET /
BOC 346.06' \ f
S \ \ 1 I s M �,' UNDISTURBED o
GRATE 345.46 / k % 1 1 1 I / / / / / / / / / \ \ l / r� RESIDENTIAL GRADING PHASE
I o 1 1 I CTION� G '
INV. 342.1 /
P / �� Fr 13. PROVIDE INLET PROTECTION ON ALL INLETS IN ROADWAYS WITH PRE - ENGINEERED CURB INLET FILTERS AND SILT SACKS.
14. INDIVIDUAL LOT OWNER TO FILE NEW FINANCIAL RESPONSIBILITY FORM WITH CITY OF RALEIGH.
15. INSTALL RESIDENTIAL LOT EROSION CONTROL MEASURES INCLUDING CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE. REFER TO TYPICAL
INSTAL / E� FTECTION/ RESIDENTIAL LOT GRADING DETAIL AS SHOWN ON C -14.
E AROUND TREE / / / / 16. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS
/ �I PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE
j01 SERV N AREA TCA) / / / �'� �� / BARE PATCHES OR EVIDENCE OF EROSION.
17. IF APPLICABLE, AT A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT A CITY OF RALEIGH FORM
T M
°°" 511 AND APPROVABLE BMP AS -BUILT PLAN AND ENGINEER'S CERTIFICATION TO CITY OF RALEIGH STAFF FOR REVIEW AND WRITTEN ACCEPTANCE. THE
TEMPORARY ASPHALT RAMPS & SIDEWALK AS CERTIFICATIONS MUST BE ACCEPTED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
B�AdCHMAF�K j " SHOWN ON C-02. BEGIN CONSTRUCTI %ND 18. CALL THE RAPID RESPONSE NUMBER (919) 857 -4412 TO SCHEDULE A STORMWATER FINAL INSPECTION.
CURB INLET / \ / / h FI#E 1 6RA ENTRANCE ON SITE SIDE OF TEMPOR NICA NS
BOC 355.50' I/ / I TCA \� \ / �S �� �/ �/ �j �/ / FIGEBOLT / A SIDEWALK. �� AG E E OF
EL'EV =4.22 / OXIMATE)
° GRATE 354.88' / / _
INV. IN 351.58' I 1 I I \\\ \ / / /
° O i ' n
Ly INV. OUT 350.68/ I / \ // �� / // / / O' / / / / (�
c / 1 G EIS E �1T 1� CITY / / �'j_ /
W � / / JY / '� /
/ \ \ E104, �/ /// / // / / / / /// �L• CONCURRENT REVIEW APPROVAL
201 / A / = / CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
UjCONCRETE VAULT /� V %� Plans for the proposed use have been reviewed for general compliance with
(WATER UTILITIES) /\ I / TCA \; /
Z o E / Q applicable codes. This limited review, and authorization for construction is not to
Q 9 6 P 1�1; M / �� / Q'�P be considered to represent total compliance with all legal requirements for
Z ELECTRICAL / �' /
Cr RISER C� �' 002; 7 6 1 / /� / % %� % - ' / /� 0 pF development and construction. The property owner, design consultants and
o AT &T ��� 1.60O �� �`O ``tt ���� contractors are each responsible for compliance with all applicable city, state
TELECOMMUNICATION \ 1 / / AREA TO REMAIN i \"�/ / / Or\G� and federal laws. This specific authorization below is not a permit, nor shall it be
Cr
Z RISER CE \\ AREA TO REMAIN ✓ / UNDISTURBED ?� .. % J0� construed to permit any violation of city, state or federal law. All construction
C0 EXISTING 1 UNDISTURBED / L20
ELECTRICAL / \ 1 // ' `�` �� must be in accordance with all local, state, and federal rules and regulations.
z EASEMENT �/ \ \ 1 \ `vim JP TRANSPORTATION FIELD SERVICES:
DB 3457, PG 1
w
Q CURB INLET 53 \ I T PUBLIC UTILITIES:
BOC 369.18' v \ j ` - R SE /�� 1 /�� j / ��
FL GRATE 368.51' ' „ V� / G-
w INV. IN 364.81' -� 7 i /' �PO V
° INV. OUT 364.62''• 1''l<FR :�k 1 I L29 _ \_ L= ���- ' W j/ /GIB
/CURB INLET PLANNING /ZONING: SEAL
!,
ECM _ W // BOC 361.20'
°
1 I _N i // / GRATE 360.55' FIRE: C
L W INV. 356.85'
C ��
o I 1 I I a R D / / ': j � URBAN FORESTRY: SCALE: 1 IN = 50 FT _ L 9r
0/J - �� co in y SITE ACCESSIBILITY: 1 3
w ° I I I I C ROAD I N LET v 50' 25' 0 50' 100' _ 3 5 8 2
BO 3
N ° h GRATE 5.83'
yj
I / �- �� All construction to be in accordance with all City of Raleigh and /or NCDOT SCALE IN FEET i 9':�NG1NE��
JNV -TR-35 CURB INLET ' 'L
I I 1 \ INV-,-OUT 348.57' BOC 355.35' CURB INLET standards and specifications. _ HORIZONTAL URFW•S ••Q�
'•� C JT"R INLET GRATE 354.70 J /700 111 \ \\\ 42i��1 y
B BOC 355 47'
w ° ECM _I f " " BOC 355.25' GRATE 354.83' NOT FOR CONSTRUCTION
U-1 GRATE 354.61' INV. 351.36' INV. 351.78'
o RB INLET S ,�7CM FES 18 "RCP INV 356.73
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I I ERIC R. &JULIE C. SCHMIDT LEGEND: GENERAL NOTES:
DB 14586, PG 1356 JAME L. & ELIZABETH\ TERRY DANIEL / /�� LL
I LOT 10, Y. DB 13169, PG 2494
ILONGWOOD SUBDIVISION WAGNER 1 LOT 8, / 1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN
BM 1971, PG 296 DB 8881, PG 1641 LONGWOOD SUBDIVISION RZ_� ON THIS PLAN ARE GRAPHICAL REPRESENTATION OF THE ACTUAL EROSION CONTROL
PIN #0796777918.000 LOT 9, 1 BM 1971, PG 296 / 1 "EIP LONGWOOD SUBDIVISION PIN# 0796880089 000 / �` CONSTRUCTION ENTRANCE /EXIT MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF THIS
I s GREENWAY BM 1971, PG 296 1 �47-4-
o DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE
I BM 1993, PG 545 PIN #0796788080.000 THEY ACTUALLY WILL BE INSTALLED IN THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES
� �
72' CMP I ° ° / L4 `�e.L C� , / IS THERE TO BE DISTURBANCE WITHIN ANY WETLAND AND /OR STREAM BUFFER AREAS.
(n `
72" / o o �_� ° - - DO NOT INSTALL LEVEL SPREADER DISCHARGE � � � �� � / 2. TOTAL DISTURBED AREA = 6.80
�! F'O FL �L FW TOP OF BANK_ / / /O
I \ F�1 - BFL ,WAY LINE _ p PIPE OR LEVEL SPREADER WITH BLIND SWALE & SEDIMENT BASIN
/ER - FW AY - - / FOREBAY UNTIL SITE IS STABILIZED AND FWF o�� 3. REFER TO DETAIL SHEET C -11 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL
IS - APPROVAL HAS BEEN OBTAINED FROM CITY OF SS �p s
S S SS ti O / NARRATIVE, MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS & EROSION CONTROL
za -�
Js SKIMER /� RALEIGH TO REMOVE SEDIMENT BASIN F F� SILT FENCE OUTLET DETAILS.
\ ® _ _ / / 1 "EIP 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF RALEIGH
FCO ��'- - FLT ROCK CHECK DAM STANDARDS AND REGULATIONS.
a o
I V ` p ~
NEUSE RIVER RIPARIAN BUFFER � /
'�� V ^ STRAW WATTLE 5. SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
(50' FROM TOP OF BA' 0
p _ _ _ _ V .2% CHANCE 1 % ANNUAL
DAYLIGHT STORM I / OR 1 % (FUTURE CONDITIONS) CHANCE FLOOD 6. THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT
SEDIMENT BASIN. CON R T /I'` �\ / _ - ` p \ LINE LINE Ts M TEMP. SEED /MULCH /PERM. SEED AN APPROVED PLAN AMENDMENT BY CITY OF RALEIGH. PRE - CONSTRUCTION
REMAINING SEG N T I p } \ Q GREENWAY Ps CONFERENCE MAY BE REQUIRED BEFORE GRADING PERMIT IS ISSUED.
SDMH #101 WHE 0 �N I� ) / \ \ II BM 1993, PG 545
OS -1 SE I / p �^ OUTLET PROTECTION 7. ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
1 -=
I S 1 ' IP _� �'�' •• -• ♦TDD DIVERSION DITCH 8. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90
�1
\ i 1 "EIP �� CALENDAR DAYS, WHICHEVER IS SHORTER.
U _
' IIII INLET PROTECTION
9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF - INSPECTION LOG.
SILT SACK
\ - 313 _ = 10. SHAPE OF SEDIMENT BASINS CAN VARY AS SHOWN PROVIDED MINIMUM VOLUME &
I U �►- - > Z = SILT FENCE SURFACE AREA REQUIREMENTS ARE PROVIDED.
\ S N
T 11V ' TF TREE PROTECTION FENCE
I - B -- - S 11. ALL DIVERSION DITCHES SHALL HAVE 12 STRAW WATTLE CHECK DAMS SPACED EVERY 50
fFTPfF SILT/TREE PROTECTION FENCE
L.F. OF DITCH.
7 - - 7 7 - - POROUS BAFFLES
1, -_� INSTALL DIVERSION DITCH IN �� �� �< 12. RISER FOR SKIMMER BASIN IS DESIGNED TO USE SDMH #101 WITH OUT THE TOP SLAB. THE
/ - LOCATION OF PERMANENT V -DITCH ` DISTURBANCE LIMITS
� �� TOP SLAB SHOULD BE INSTALLED AFTER THE SITE IS STABILIZED AND THE SEDIMENT
AS SHOWN ON C 07. REFER TO <� /< TOP
IS FILLED IN. CONTRACTOR TO PROVIDE TRASH RACK WTIH ANTI - VORTEX PLATE.
�� / GENERAL NOTE #11
\ � THE SKIMMER CAN BE ATTACHED TO THE BOTTOM OF THE MANHOLE AT THE LOCATION OF
V 310 / / / / ° / ! \j SEDIMENT BASIN DESIGN SUMMARY THE PERMANENT INVERT IN. ONCE THE SKIMMER IS REMOVED THE REMAINING STORM
0U o I ` 315 I / / / / ���� VOLUME REQUIRED = 12,240 CF DRAINAGE PIPE FROM CB #102 TO SDMH #101 CAN BE INSTALLED.
Q VOLUME PROVIDED = 56,251 CF
13. NO WETLANDS EXIST ON PROPERTY.
( U/ / / / 1 \� -�� >� SURFACE AREA REQUIRED = 19,257 SF
R / ✓ / / D / / / INSTALL DIVERSION DITCH IN % SURFACE AREA PROVIDED = 19,419 SF 14, STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION
LOCATION OF PERMANENT V -DITCH \ WILL BE REQUIRED.
�; ✓/ / \ / D ✓ AS SHOWN ON C -07. REFER TO ) SURFACE AREA ELEVATION = 303.00
• y / N% / / % GENERAL NOTE #11 ��'�� �� ,' TOP OF BASIN ELEVATION = 305.00 CUT AND FILL SLOPES THAT ARE 2:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT
BOTTOM OF BASIN ELEVATION = 300.00 SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTING AND RETENTION
n '' / / / / SILT FENCE, TYP �� �� �� \ CLEANOUT ELEVATION - 301.50 DEVICES. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF GRASS BUT
EMERGENCY SPILLWAY LENGTH - 50' MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE:
- WEEPING LOVE GRASS, RED FESCUE, OR OTHER APPROVED VARIETY.
EMERGENCY SPILLWAY ELEVATION = 304.00
O / A/ / �Y, SKIMMER SIZE = 4 INCH, 3 INCH ORIFICE
Co o 1 REFER TO STABILIZATION I \ y
TABLE FOR SCHEDULE i�
GC MILLBROOK LLC /
DB 015798, PG 922 /
/� BM 2014 PG 1182 CONSTRUCTION SEQUENCE:
/ / 0 / ' PIN 0796873644
p ISTALL - DIVERSION DkT H IN N / / // �j # ROUGH GRADING PHASE
ATION QF- PERMANENT V =DITCH
AS SHOWN ON W: REFER TO 1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCG010000) TO STORMWATER
'GENERAL�T #'(1 / / / / INSPECTIONS THROUGHOUT THE PROJECT.
2. PRIOR TO BEGINNING CONSTRUCTION, CALL INSPECTOR, CHRIS BRIDGERS AT (919) 279 -1308 TO SCHEDULE AN ON -SITE PRE - CONSTRUCTION MEETING.
3. INSTALL TREE PROTECTION FENCING. REQUEST INSPECTION FOR APPROVAL FROM CITY OF RALEIGH TREE PRESERVATION INSPECTOR PRIOR TO CLEARING &
GRUBBING.
1 �- , 4. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO
i/ 5
/ /
INSTALL THE PERMITTED MEASURES.
5. INSTALL SEGMENT OF SANITARY SEWER SYSTEM UNDER SEDIMENT BASIN AS SHOWN ON ROUGH GRADING EROSION CONTROL PLAN. INSTALL SILT FENCE
PROTECTION AROUND TRENCH EXCAVATION. ONCE SANITARY SEWER SEGMENT IS INSTALLED, COMPLETE INSTALLATION OF SEDIMENT BASIN.
6. CALL THE RAPID RESPONSE NUMBER (919) 857 -4412 TO SCHEDULE A STORMWATER SITE INSPECTION.
AL CAB INLE
OTECTION TyP j / / \� / FINAL GRADING PHASE
7. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY - CLEARING AND GRUBBING.
8. PROCEED WITH GRADING AND INSTALLATION OF UTILITIES.
/ \ \ 01 9. DO NOT INSTALL SEGMENT OF PIPE BETWEEN CB #102 AND SDMH #101 UNTIL REMOVING SEDIMENT BASIN UPON CITY OF RALEIGH APPROVAL. DAYLIGHT STORM
FES 18 "RCP INV 341.45 \ I 1 I /_ � I /' / / ��\ /��P 10. ALL EROSION CNTROLL MEASURES SHALL BE INSPECTED ECONSTRUCTION.
CTED ANDMAINTAINED IF NEEDED AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT.
11. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON PROJECT SITE.
CURB INLET \ \ / i I / J I l �- /� / A / G 12. COORDINATE WITH CITY OF RALEIGH ON REMOVAL OF SEDIMENT BASIN AND INSTALLING LEVEL SPREADER.
BOC 346.06'
GRATE 345.46' k / / / / 11 AREA TO fjEMAIN r. RESIDENTIAL GRADING PHASE
INV. 342.16' I o / / I I Ps I `.� UNDISTU BED /
A / / / j 13. PROVIDE INLET PROTECTION ON ALL INLETS IN ROADWAYS WITH PRE-ENGINEERED CURB INLET FILTERS AND SILT SACKS.
-1110" 14. INDIVIDUAL LOT OWNER TO FILE NEW FINANCIAL RESPONSIBILITY FORM WITH CITY OF RALEIGH.
� / 15. INSTALL RESIDENTIAL LOT EROSION CONTROL MEASURES INCLUDING CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE. REFER TO TYPICAL
RESIDENTIAL LOT GRADING DETAIL AS SHOWN ON C -14.
I / I Z 16. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS
T PI IN T PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE
S
PROTECTIO NEEDED / ®' / / BARE PATCHES OR EVIDENCE OF EROSION.
N ANY) l FINISHED STO / / ' MANHOLE 17. IF APPLICABLE, AT A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT A CITY OF RALEIGH FORM
T FILLED W DEBRIS 511 AND APPROVABLE BMP AS -BUILT PLAN AND ENGINEER'S CERTIFICATION TO CITY OF RALEIGH STAFF FOR REVIEW AND WRITTEN ACCEPTANCE. THE
'IN � f�E, TY � � / ( / )
/ / / / CERTIFICATIONS MUST BE ACCEPTED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
j/� UNDERGROUND 18. CALL THE RAPID RESPONSE NUMBER (919) 857 -4412 TO SCHEDULE A STORMWATER FINAL INSPECTION.
CURB INLET TELECOMMUNICATIONS
BOC 355.50' / I \ / / / / /� / / / / / CABLE ALONG EDGE OF
GRATE 354.88' / // / SIDEWALK (APPROXIMATE)
INV. IN 351.58'
INV. OUT 350.68/
i CONCURRENT REVIEW APPROVAL
/� \ / / / / / // / / =/ �• CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
/ o applicable codes. This limited review, and authorization for construction is not to
140 // / �+O�l be considered to represent total compliance with all legal requirements for
EL RCTRI AL / \ / C P / / / / X j �0 0X� development and construction. The property owner, design consultants and
AT &T �t contractors are each responsible for compliance with all applicable city, state
TELECOMMUNICATION \J / / / `4- and federal laws. This specific authorization below is not a permit, nor shall it be
I
EXIST NIGER 1 " E \ \�\ \ ✓ �/ S / / v'' / QO J��\G construed to permit any violation of city, state or federal law. All construction
ELECTRICAL / 1 / / L20 �� must be in accordance with all local, state, and federal rules and regulations.
EASEMENT / L22 /. ' ' `�/ `/ v JP TRANSPORTATION FIELD SERVICES:
DB 3457, PG
CURB INLET 53
BOC 369.18' PUBLIC UTILITIES:
,� � \ ,j � ` _ � R SE �> G ° �' '/. ��
GRATE 368.51' W `'
INV. IN 364.81' /p0 / / % �� STORMWATER:
INV. OUT 364.62' 1''�FR L29 L � �'`_ : � �/ �GI�� � \ '
INLET PLANNING /ZONING: SEAL
I/
ECM _ w // BOC 361.20' �1� \ 11111 l
FIRE:
GRATE 360.55'
L W � / ',• INV. 356.85' '
II I I a C �� ` RO 0 / / - j �J, URBAN FORESTRY: SCALE: 1 IN = 50 FT '9•.
IME co - f I SITE ACCESSIBILITY: 50' 25' 0 50' 100'
I I BO 356 48 00 T\ / '% v� r 36823
`O / GRATE 5.83' ��� j v fit` Q� .�
I �3 �- All construction to be in accordance with all City of Raleigh and/or NCDOT SCALE IN FEET 9 • NG�NE�
I I I \ °D.INV- 71.3s_ i CURB INLET CURB INLET standards and specifications. HORIZONTAL �i��LVR� • - P�1\\��
IN�OUT 348.57' C l�R INLET BOC 355.35' BOC 355.47'
/
ECM f BOC 355.25' GRATE 354.70' GRATE 354.83'
GRATE 354.61 INV. 351.78' NOT FOR CONSTRUCTION
RB INLET S P. � INV. 351.36'
It,, 77n sty' \. '� ACM FES 18 "RCP INV 356.73 tow zrn na,
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AREA = 15.80 AC IL
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F�S 1�R P IN 344 � 3 �
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<->
CURB INLET , I I I
/ I /
I I I I I I \ \ \ \ "RCP BOC .20'
15 /RATE 5 5
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�� o
CUR8M 41 � 356 8' CHANNEL (PIPE) I I
I
GRATE��j5.83' li
INV. IN 35A�5' RB INLET C RB NL /
\ INV. OUT BOC 355.35' I
\ I -CURB INLET OC 3 .47
\ I / BOC 355.25% GRATE 354.70' I /
BUC83 0.85' \ NRAi305 661' INV. 351.36' / INV T351. 4.8 '
1 17' S 18 "RCP INV 356.73
IWV. T366 37 / \ 360
co
Tc SEGMENT #2
SHALLOW CONCENTRATED
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SHEET FLOW
a S \ /
COTES:
1. PROPERTY LINE INFORMATION SHOWN PER WAKE COUNTY GIS.
2. PLANIMETRICS & TOPOGRAPHY SHOWN PER CITY OF RALEIGH GIS
INFORMATION.
3. SOILS ARE HYDROLOGIC GROUP "B" & "C" SOILS.
4. DRAINAGE AREA ONLY INCLUDES ON -SITE DRAINAGE AND OFF -SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED 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 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.
TRANSPORTATION FIELD SERVICES:
PUBLIC UTILITIES:
STORMWATER:
PLANNING /ZONING:
FIRE:
URBAN FORESTRY:
SITE ACCESSIBILITY:
All construction to be in accordance with all City of Raleigh and /or NCDOT
standards and specifications.
SCALE: 1 IN = 60 FT I
60' 30' 0 60' 120'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
SEAL
i
36823
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AREA = 15.92 AC
CN = 66 �� - _ LEVEL SPREADER
Tc = 6.6 MIN. \ / MAX FLOW = 2 CFS -
\ LENGTH = 100'=> 50 PER CFS
,9 \ ✓ �� �� / /// / / / \ \ \ \�
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-312
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BX /346.06' 46 / \
INV. 646
T342. , / I \ I� / I
-3481
Pr 351
MAN
(FI ED W/ BRIS) /
\ \ \ \� 0�a 0> 6` \ \ \ \ \ / 5
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\
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/ \ \ \\ \ \ \ \ BRC 3b5­50 4� I I I I \ 34 AC.�
\ \ \ INV. IM 351.58'
0 350. 8' I �3 \ \ \`� /�, J 5 QFT '�✓ / / �/ I / / /
1 I I I
360-
Tc SEGMENT #4 �✓ / Gw� /
362 CHANNEL (PIPE)
/ \ \ \ � ;
\ \ - Tc SEGMENT #3
ES 18'I CP I SHALLOW CONCENT D 41 / _A��' I I 1
CURB/INLEr U �6q \ \ l 1 \ cN r'
6 TE 6 360r.51
1 L
'
IN 364.81' \ I
2'
CURB IN
BOC ,W.20'
360.55'
I \ / INV. 356.85'
N I
CIO I I I I I I \ \ Tc SEGMEN #3
00 Q \ CURB INLET CHANNEL (PIPE)
M A N °' I I ` BOCK 356.48'
GRAT 5.83' t L / / /
rn \ INV. IN 5R�5' RB INLET
-CURB INLET 355.35' C RB NL
I OC 3 .47 /
BOC 355.25 GRATE 354.70' /GRATE 4.8
URB INL I �sL / GRATE-354.61' INV. 351.36' INV. 351.
B C 370.85' ( -� \ S 18 "RCP INV 356.7= INV 350 96' / / 6
I
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/
1 it�T366.37' 7
Tc SEGMENT #2
♦�, ,� SHALLOW CONCENTRATED
/ I .
/ ��� / / / / ♦ Tc SEGMENT #1
SHEET FLOW
am IM
J
D
GENERAL NOTES:
1. PROPERTY LINE INFORMATION SHOWN PER WAKE COUNTY GIS.
2. PLANIMETRICS & TOPOGRAPHY SHOWN PER CITY OF RALEIGH GIS
INFORMATION.
3. SOILS ARE HYDROLOGIC GROUP "B" & "C" SOILS.
4. DRAINAGE AREA ONLY INCLUDES ON -SITE DRAINAGE AND OFF -SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
STORMWATER MANAGEMENT NOTES:
1. STORMWATER MANAGEMENT MUST COMPLY WITH PHASE II AND
NEUSE RIVER RULES AS ADMINISTERED BY THE CITY OF RALEIGH.
2. TOTAL NITROGEN LOADING ON SITE IS 4.66 LB /AC/YR. SINCE
LOADING IS BELOW THE 6 LB /AC /YR THRESHOLD, A BMP FOR WATER
QUALITY & NITROGEN REDUCTION IS NOT REQUIRED.
3. BASED ON USGS 7.5 MINUTE QUAD MAP, TOTAL DRAINAGE AREA
THROUGH STREAM AT REAR OF PROPERTY IS APPROXIMATELY 440
ACRES. THE IMMEDIATE DRAINAGE AREA FROM THIS
DEVELOPMENT AND DIRECT UPSTREAM AREA IS LESS THAN 5% OF
THE TOTAL DRAINAGE AREA. ADDITIONALLY, SINCE THE DRAINAGE
AREAS ARE BEING PRESERVED AND NOT DISCHARGED OFF -SITE,
PEAK FLOW ATTENUATION IS NOT REQUIRED.
TYPE
PRE - DEVELOPED
DA #1
POST- DEVELOPED DA #1
Type of Land Cover
WATER QUANTITY CALCUALTIONS
2 -YR PEAK FLOW 10 -YEAR PEAK FLOW 100 -YEAR PEAK FLOW
(CFS) (CFS) (CFS)
12.54 34.25 74.66
21.03
49.47
101.17
Exhibit 3 -1 Method 1 for Quantifying TN Export from
Residential Developments when Building and Driveway
Footprints are Not Shown
Step 1: Determine area for each type of land use and enter in
Column (2).
Step 2: Total the areas for each type of land use and enter at the
bottom of Column (2).
Step 3: Determine the TN export coefficient associated with right -
of -way using Figure 3-1.
Step 4: Determine the TN export coefficient associated with lots
using Figure 3-2.
Step 5: Multiply the areas in Column (2) by the TN export
coefficients in Column (3) and enter in Column (4).
Step 6: Total the TN exports for each type of land use and enter at
the bottom of Column (4).
Step 7: Determine the export coefficient for site by dividing the total
TN export from uses at the bottom of Column (4) by the
total area at the bottom of Column (2) and enter it in at the
bottom of Column (5).
Permanently preserved undisturbed
open space (forest, unmown meadow)
Permanently preserved managed
open space (grass, landscaping, etc.)
Right -of -way (read TN export from
Figure 1)
Lots (read TN export from Figure 2)
Total
Average for Site
Impervious Surface
(Mailbox Kiosk - 1000 sq.ft. allowance)
(2) (
(3) (
(4) (
(5)
Site T
TN Export T
TN Export T
TN Export
Area C
Coeff. b
by Land Use F
From Site
(Acres) (
(Ibs /ac /yr) (
(Ibs /yr) (
(Ibs /ac /yr)
0.6
26 .18
6.89
9.89
0.02 21.2
46.12
0.43
4.66
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED 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 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER: y -<
PLANNING /ZONING:
FIRE:
URBAN FORESTRY:
SITE ACCESSIBILITY:
All construction to be in accordance with all City of Raleigh and /or NCDOT
standards and specifications.
SEAL
SCALE: 1 IN = 60 FT L 9r
60' 30' 0 60' 120' 7: _ 35823
'
SCALE IN FEET GINS
HORIZONTAL FW�S Q4,
NOT FOR CONSTRUCTION
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0
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c9
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0
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f-1 p 2' 0" D W T As fZ-1
O f7l GENERAL NOTES O Cl)
< USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. 0 INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL H Q
1-1 Z CONCENTRIC Q
U) O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS DIAMETER WALL TOP /BOTTOM AREA OF STEEL Q -
1-4 Do U ACCORDANCE WITH AASHTO M199. CONE SECTION (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. 1-4 C3 U
O LL _j 11-1 Z = D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" (IN.) (IN.) (SQ. IN.) O O U) = Z
= O D f7fl FROM THE TOP TO THE BOTTOM OF THE MANHOLE. W Q Z _
1 Z � WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 6 0.12 Q U O H
2 U O O THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 5 5 8 0.15 H = ~ Z LLI
Z 1"1 0 r 1 OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. 6 6 8 0.18 U) H LL O J
O F-1
1 D LIMIT DEPTH OF FILL TO 30' -0" FROM FINISH GRADE TO TOP OF O0 O CO CC
D D BOTTOM SLAB. Z 1-1
�H j DI N ~1>-1
cn THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE r L p
z j THINNEST PORTION OF THE TOP /BOTTOM SLAB. ALTERNATE CONE SECTION 2' -0 ' W
N GRADE RING � f r O
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS I MIN AREA AREA OF STEEL
A DISTINGUISHABLE TOP AND BOTTOM. I ck�!1 IS 0.07 in .2
ECCENTRIC CONE IIII I
'D' +2'W' W
1 MIN. ADDITIONAL 6" MAX. SPACING W
n, OF CIRCUM. R/F r
#4 REBAR QT'
y l CLR. LOCATE WALL REINFORCEMENT
IN MIDDLE THIRD OF WALL v
M �2[
.Ti T, 1 " MIN. y C
Z J . USE MIN. AREA OF STEEL IN TOP o' U_
> r CLR SLAB OF #4'S @ 8" CTS. �' STEP STD.
1 Z EACHWAY /EACH FACE *. °� NO. 840.66 Z to
N = = FLAT TOP SLAB As 11 p a
O (CIRCUMFERENTIAL Z H
r FRAME AND GRATES STD. NO. REINFORCEMENT) Q
M ,� TRAFFIC BEARING 840.37
= Z ADDITIONAL #4 EACH LONGITUDINAL O
C p SIDE OF OPENING (1" NONTRAFFIC BEARING: 840.22 ADDITIONAL #4 EACH REINFORCEMENT 0 Lii CO
D CLEAR OF BOTTOM FACE 840.24 SIDE OF OPENING (1 RISER 1= 0% It
" M PLACE BARS DIAGONAL 840.20 CLEAR OF BOTTOM FACE) , e
OD � O TO CORNERS (TYP.) 840.29 �, � p
840.33 Z =
� - ,W,
'D' 'W' < W I-
/ FRAME & GRATE
SEE STD. 840.54 3: = N
Z / ^ _ �� FOR MANHOLE BASE
/ r II II `1 i y - RING AND COVER N �� J Z
J L U r Z
j1 REINFORCED CONC. w
r _JL 'll 1, , `� �\S� / / - -- :v v ;iv':o_d °�o':o v °.o'o.� 1525.OSEIFSTD. N
REQUIRED Q
USE MIN. AREA OF STEEL I )
M IN BASE SLAB OF 1
/ 1______0.12 in PER LINEAR______, W
m
i' i / FOOT EACH WAY W
_ CL
TYPICAL MANHOLE SECTION
SHEET 1 of 1 GRATED INLET OPTION MANHOLE OPTION SHEET 1 of 1
840.52 840.52
ALTERNATE WALL
CONFIGURATION- --
I
" W
1
I - - L = LENGTH _
PLAN
i
�1
0
SECTION
4"
�JITI -
-II-
3: stop -
__to
Q ,
�i
E = ITI
END VIEW f�
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
I ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE, MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
D_08 SCALE: NTS
(o
TABLE OF DIMENSIONS
�
x
D
T
A
B
C
E
L
WT.
12"
2 -1/4"
4"
2' -0"
4' -1"
2' -0"
6' -1"
730
15"
2 -1/4"
6"
2' -3"
T -10"
2' -0"
6' -1"
730
18"
2 -1/2"
9"
2' -3"
3' -10"
T -0"
6' -1"
1190
24"
3"
10"
T -8"
2' -6"
4' -0"
6' -2"
1770
30"
3 -1/2"
V -0"
4' -6"
V -8"
5-0"
6' -2"
2380
36"
4"
V -3"
5' -3"
2' -11"
6' -0"
8' -2"
5320
42"
4 -1/2"
1' -9"
5' -3"
2' -11"
6' -6"
8' -2"
5920
48"
5"
2' -0"
6' -0"
2' -2"
T -0"
8' -2"
7470
54"
5 -1/2"
2' -3"
5-6"
2' -10"
T -6"
8' -4"
8810
60"
6"
2' -6"
5-0"
3' -3"
8' -0"
8' -3"
11180
66"
6 -1/2"
T -0"
6-0"
2' -3"
8' -6"
8' -3"
12530
72"
I
7"
T -0"
6' -6"
V -9"
9' -0"
8' -3"
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
I ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE, MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
D_08 SCALE: NTS
U) r
Z
M
D �0
I
N = �
O z
• z
M
N Cn
Fw /
SS 1
FAD/
FES #100
�. INV = 299.00
SDMH #101
SPUTTER BOX
INV IN = 299.25
INV OUT (LS) = 298.
INV OUT (BY -PASS) = 2 .25
L5
W
2/3 W
"'11= 11111 = 11111 =1 II d
-" -11111 -III Oo° _NI II- 11111 ;hill=
18" -IUII =11�o °000 °IIIIIIIII Ilil 4" to 12"
i 8e;e e8
} -I I I l 1- 1I111ttlt`�
FILTER FABRIC OR
GRAVEL BEDDING
PARABOLIC - SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY BULLDOZER)
d
to 12„
18" 111-
6„ , 8�e88= IIIII-
�� _
111, -° 'l- _Iftff'� FILTER FABRIC OR
-1111 III'' GRAVEL BEDDING
V- SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY MOTOR GRADER)
m
0
n oz)
m n C)
w ° OT
o
r-
A m
m =
z
-1
0
ti
n
m
RIP RAP LINED CHANNELS
TYPICAL RIP RAP CHANNEL
IIII1 1111111
d_ W _
11111= 1 =11111
'III 11111= ,� ���' I'lllllllll
I -1111 - 11111 - 11111 - 11111 - 11111-
FILTER FABRIC OR
GRAVEL BEDDING
TRAPEZOIDAL
NOTE:
TO BE USED WHERE EXCESSIVE STORMWATER
VELOCITIES PROHIBIT VEGETATIVE LININGS.
SIZE OF STONE MUST BE DETERMINED BY
APPROPRIATE DESIGN PROCEDURE.
DIMENSIONS FOR d & W VARIES ACCORDING
TO DESIGN.
RIP RAP DEPTH AS PER DESIGN OR REFER TO
TABLE.
TABLE
STONE CLASSIFICATION RIP RAP DEPTH
A 9"
B 18"
CLASS 1 24"
CLASS 2 24 " -36"
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED 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 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.
TRANSPORTATION FIELD SERVICES:
PUBLIC UTILITIES:
STORMWATER:
PLANNING /ZONING:
FIRE:
URBAN FORESTRY:
SITE ACCESSIBILITY:
All construction to be in accordance with all City of Raleigh and /or NCDOT
standards and specifications.
100 •
S RFA NEL TOP- 00
TRAPEZOIDAL CHANNEL NK ' � \ // / _
BASE WIDTH = 48"
LINING = 18" TH. CLASS_ "B P /0 00
MAX. SLOPE = 2% I c s �O /
SIDE SLOPES= 3:1 ,� �
MIN. DEPTH= 2'
(REFER TO DETAIL THIS SHEET)
Fw
CD _ 6"
D � 1
SS c.,niF! d �J I
v E RIVER "' ��` 100' CONCRETE L VEL
1 F BUFFER­ \y \y � 3-WASHED #57 STONE SPREADER
�2- TOP LIP ELEV = 298.25
3' STANDARD 6' DIAMETER
CONCRETE MANHOLE.
° V REFER TO DETAIL ON
12" RCP - NCDOT 840.52
INV = 297.75 -
5' - -'
11
h.
TO LEVEL SPREADER
/ 12" RCP
n BOTTOM SWALE INV OUT= 298.50
BOTTOM FOREBA ELEV = 296.00 \�
ELEV = 295.00 ^ 11
co 300 RIP -RAP REINFORCED BLIND - \ /
SWALE. CLASS "B" RIP -RAP
IMINIMUM 12" THICK
/-TO BY -PASS CHANNEL
30" RCP
INV OUT= 299.25
I
LEVEL SPREADER LIP PLAN VIEW
ELEV = 298.25
BOTT 3 INCHES OF
ELEV =296 W PA 7y WASHED NCDOT
EXISTING NEUSE RIVER
- i)Iiil�l l�l- ill -lil = _ _ #57 STONE
RIPARIAN BUFFER
- II1II; -
I EX. SLOPE =3.4 %±
� III -' I i l -I 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 I I- III - Iii - r,
_ =1i' 1, ,i1 =1�- - �_ITI =ITI �ITIIIIITI�,1�1- 1TI -�1
REINFORCED CHANNEL I - 3' WIDE STRIP OF #57
LINE WITH CLASS "B" RIP RAP 12 STONE ON NON - WOOVEN
MINIMUM 12" THICK ON 1' FILTER FABRIC
NON - WOOVEN FILTER FABRIC
LEVEL SPREADER CROSS
BED FOOTING ON 4" OF SECTION
NCDOT #57 WASHED
STONE NOTES:
INFLUENT STORMWATER
m III -1 I I -I I r
-III =III =1 PIPE FROM
Ti -lull RECEIVING DIVERSION
- STREAM _
=1111 II
BOTTOM FOREBAY
ELEV= 295.00
1. LEVEL SPREADER DESIGN WILL BE BASED ON CURRENT DIVISION OF WATER QUALITY DESIGN GUIDELINES.
2. INSPECT AFTER EACH RAINFALL, UNTIL VEGETATION IS WELL ESTABLISHED, AND MAKE ANY NECESSARY
REPAIRS; AFTERWARDS, INSPECT PERIODICALLY AND KEEP VEGETATION HEALTHY AND MAINTAINED.
3. CONCRETE SHALL BE MINIMUM 3,000 PSI COMPRESSIVE STRENGTH. PRE -CAST LEVEL SPREADERS ARE
ACCEPTABLE PROVIDED SHOP DRAWINGS ARE PROVIDED TO ENGINEER FOR REVIEW.
4. ALL CORNERS SHALL HAVE 3/4" CHAMFERS
2 LEVEL SPREADER & SPUTTER BOX
D_08 SCALE: NTS
FOREBAY SCHEMATIC
D LEVEL SPREADER
RCP
V OUT= 298.50
CITY OF
RALEIGH STANDARD SW -10.10
RIM ELEV = 304.00
TOP SLAB. REFER TO DETAIL
ON NCDOT 840.52 FINISHED
I GRADE
30" RCP
INV IN = 299.25
TO BY -PASS CHANNEL
30" RCP
INV OUT= 299.25
J _
� - � Zla Zla 7° �6" #57 STONE
SECTION
SPUTTER BOX _
TO LEVEL
SPREADER
NOT FOR CONSTRUCTION
SEAL
F
y•
L
35823 _
FNG I tot �
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(o
M
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W
11
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N N_
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w
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N
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0
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Z
M
D �0
I
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O z
• z
M
N Cn
Fw /
SS 1
FAD/
FES #100
�. INV = 299.00
SDMH #101
SPUTTER BOX
INV IN = 299.25
INV OUT (LS) = 298.
INV OUT (BY -PASS) = 2 .25
L5
W
2/3 W
"'11= 11111 = 11111 =1 II d
-" -11111 -III Oo° _NI II- 11111 ;hill=
18" -IUII =11�o °000 °IIIIIIIII Ilil 4" to 12"
i 8e;e e8
} -I I I l 1- 1I111ttlt`�
FILTER FABRIC OR
GRAVEL BEDDING
PARABOLIC - SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY BULLDOZER)
d
to 12„
18" 111-
6„ , 8�e88= IIIII-
�� _
111, -° 'l- _Iftff'� FILTER FABRIC OR
-1111 III'' GRAVEL BEDDING
V- SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY MOTOR GRADER)
m
0
n oz)
m n C)
w ° OT
o
r-
A m
m =
z
-1
0
ti
n
m
RIP RAP LINED CHANNELS
TYPICAL RIP RAP CHANNEL
IIII1 1111111
d_ W _
11111= 1 =11111
'III 11111= ,� ���' I'lllllllll
I -1111 - 11111 - 11111 - 11111 - 11111-
FILTER FABRIC OR
GRAVEL BEDDING
TRAPEZOIDAL
NOTE:
TO BE USED WHERE EXCESSIVE STORMWATER
VELOCITIES PROHIBIT VEGETATIVE LININGS.
SIZE OF STONE MUST BE DETERMINED BY
APPROPRIATE DESIGN PROCEDURE.
DIMENSIONS FOR d & W VARIES ACCORDING
TO DESIGN.
RIP RAP DEPTH AS PER DESIGN OR REFER TO
TABLE.
TABLE
STONE CLASSIFICATION RIP RAP DEPTH
A 9"
B 18"
CLASS 1 24"
CLASS 2 24 " -36"
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED 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 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.
TRANSPORTATION FIELD SERVICES:
PUBLIC UTILITIES:
STORMWATER:
PLANNING /ZONING:
FIRE:
URBAN FORESTRY:
SITE ACCESSIBILITY:
All construction to be in accordance with all City of Raleigh and /or NCDOT
standards and specifications.
100 •
S RFA NEL TOP- 00
TRAPEZOIDAL CHANNEL NK ' � \ // / _
BASE WIDTH = 48"
LINING = 18" TH. CLASS_ "B P /0 00
MAX. SLOPE = 2% I c s �O /
SIDE SLOPES= 3:1 ,� �
MIN. DEPTH= 2'
(REFER TO DETAIL THIS SHEET)
Fw
CD _ 6"
D � 1
SS c.,niF! d �J I
v E RIVER "' ��` 100' CONCRETE L VEL
1 F BUFFER­ \y \y � 3-WASHED #57 STONE SPREADER
�2- TOP LIP ELEV = 298.25
3' STANDARD 6' DIAMETER
CONCRETE MANHOLE.
° V REFER TO DETAIL ON
12" RCP - NCDOT 840.52
INV = 297.75 -
5' - -'
11
h.
TO LEVEL SPREADER
/ 12" RCP
n BOTTOM SWALE INV OUT= 298.50
BOTTOM FOREBA ELEV = 296.00 \�
ELEV = 295.00 ^ 11
co 300 RIP -RAP REINFORCED BLIND - \ /
SWALE. CLASS "B" RIP -RAP
IMINIMUM 12" THICK
/-TO BY -PASS CHANNEL
30" RCP
INV OUT= 299.25
I
LEVEL SPREADER LIP PLAN VIEW
ELEV = 298.25
BOTT 3 INCHES OF
ELEV =296 W PA 7y WASHED NCDOT
EXISTING NEUSE RIVER
- i)Iiil�l l�l- ill -lil = _ _ #57 STONE
RIPARIAN BUFFER
- II1II; -
I EX. SLOPE =3.4 %±
� III -' I i l -I 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 I I- III - Iii - r,
_ =1i' 1, ,i1 =1�- - �_ITI =ITI �ITIIIIITI�,1�1- 1TI -�1
REINFORCED CHANNEL I - 3' WIDE STRIP OF #57
LINE WITH CLASS "B" RIP RAP 12 STONE ON NON - WOOVEN
MINIMUM 12" THICK ON 1' FILTER FABRIC
NON - WOOVEN FILTER FABRIC
LEVEL SPREADER CROSS
BED FOOTING ON 4" OF SECTION
NCDOT #57 WASHED
STONE NOTES:
INFLUENT STORMWATER
m III -1 I I -I I r
-III =III =1 PIPE FROM
Ti -lull RECEIVING DIVERSION
- STREAM _
=1111 II
BOTTOM FOREBAY
ELEV= 295.00
1. LEVEL SPREADER DESIGN WILL BE BASED ON CURRENT DIVISION OF WATER QUALITY DESIGN GUIDELINES.
2. INSPECT AFTER EACH RAINFALL, UNTIL VEGETATION IS WELL ESTABLISHED, AND MAKE ANY NECESSARY
REPAIRS; AFTERWARDS, INSPECT PERIODICALLY AND KEEP VEGETATION HEALTHY AND MAINTAINED.
3. CONCRETE SHALL BE MINIMUM 3,000 PSI COMPRESSIVE STRENGTH. PRE -CAST LEVEL SPREADERS ARE
ACCEPTABLE PROVIDED SHOP DRAWINGS ARE PROVIDED TO ENGINEER FOR REVIEW.
4. ALL CORNERS SHALL HAVE 3/4" CHAMFERS
2 LEVEL SPREADER & SPUTTER BOX
D_08 SCALE: NTS
FOREBAY SCHEMATIC
D LEVEL SPREADER
RCP
V OUT= 298.50
CITY OF
RALEIGH STANDARD SW -10.10
RIM ELEV = 304.00
TOP SLAB. REFER TO DETAIL
ON NCDOT 840.52 FINISHED
I GRADE
30" RCP
INV IN = 299.25
TO BY -PASS CHANNEL
30" RCP
INV OUT= 299.25
J _
� - � Zla Zla 7° �6" #57 STONE
SECTION
SPUTTER BOX _
TO LEVEL
SPREADER
NOT FOR CONSTRUCTION
SEAL
F
y•
L
35823 _
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