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Direction of Flow+ I Project Denuded Area
NARRATIVE
Project Description
Project #ES-2018-04 involves roadway widening, sidewalk, and multipath
improvements on Blue Ridge Road (SR 1670) in Raleigh, North Carolina.
The Blue Ridge Road Widening Project will extend from the intersection
with Duraleigh Road (SR 1664) northeast towards the intersection with
Crabtree Valley Avenue. Approximately 21.31 acres will be disturbed
during the construction of this project.
The project is located within Wake County in Raleigh, NC. The project
will begin at the intersection with Duraleigh Road (SR 1664) northeast
towards the intersection with Crabtree Valley Avenue. (See Vicinity Map).
Site Description
The site is generally flat to rolling. Current land use in the area is mixed residential,
commercial, office, and office park along Blue Ridge Road (SR 1670). Drainage
from the project site makes its way through a series of ditches and storm drains and
flows into existing House Creek and Crabtree Creek. Proposed pipes have been sized
per NCDOT Hydraulic Standards, while existing ditches were utilized where possible
to minimize the impact to existing land use and adjacent property owners. House IMPERVIOUS SURFACES IN
Creek and Crabtree Creek flow Into the Neuse River, which then empties into the BLUE RIDGE ROAD WIDENING DISTURBED AREAS
Atlantic Ocean near New Bern, NC. The fill slopes and drainage ditches around the
project appear to be stable and do not show signs of significant erosion, and new
drainage ditches will be designed to accommodate new drainage patterns. PROPOSED IMPERVIOUS SURFACE = 8.52 AC
Soils PROPOSED VEGETATED AREA = 12.79 AC
The soil types throughout the project limits generally consist of cecil and sandy
loam. See the soils map in the map section and the geotechnical report for further City of Raleigh Contact:
details. Reuben E. Moore, PE
Note: The attached soil survey map was taken from Soil Survey, Wake County, Engineering Services Dept., Roadway Design & Construction
North Carolina (Map 59, U.S. Department of Agriculture Soil Conservation 222 West Hargett St.
Service, November 1970) Raleigh, NC 27601
Office: 919-996-4171
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc„ 2019
PREPARED IN THE OFFICE OF:
'0
0
Imley ))Horn
0
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
DENUDED AREA MAP
0
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ZO 0 4.0
I1`i 'PLBTE PLAN
DO OT USE FOR RW ACQUISITION
0
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 applicahle City, State and
Federal laws. This speck 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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
PROJECT-.
BLUE RIDGE ROAD WIDENING
JOB NUMBER:
0 1 1063094
SHEET NUMBER:
EC-Ih

O
O
041
N
N
O
GENERAL NOTES (TYPICAL ALL SHEETS)
0 CONTRACTOR TO ENSURE THAT ALL ROADWAYS, PARKING LOTS, AND CURB LINES ADJACENT TO THIS PROJECT ARE
FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY
DAMAGE TO EXISTING CURB AND GUTTER,ROADS,OR PARKING LOTS AT CONSTRUCTION ENTRANCES MUST BE REPAIRED
\
AT THE CONTRACTORS EXPENSE.
2J PIPES SHALL BE INSTALLED/REPLACED IN THE DRY (WITH A 0N.3 DAYS OF DRY WEATHER DURING INSTALLATION)
OR CONTRACTOR SHALL PLAN TO ISOLATE AND DEWATER EXCAVATED AREAS AS NEEDED USING SILT BAGS AND/OR
COFFER DAM AND PUMP AROUND. IF SILT BAGS ARE UTILIZED, CONTRACTOR TO INSPECT BAG FOR DAMAGE AND
R ��
R
BLOACKAGE, REPLACE BAG WHEN 3/ FULL OF SEDINENT,AND PROVIDE A SUFFICIENT QUANTITY OF BAGS TO CONTAIN
Q R 2
O
SILT FROM PUMPED EFFLUENT DURING COSNT RUCT ION. IF COFFER DAYS ARE UTILIZED, A COFFER DAM DETAIL MUST
BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.
G E R A R D J M U S A N T E
o
3.) WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS,THEIR LOCATIONS MUST BE MODIFIED AS THE
R
e� DB 12843 PC 2223
`
STORY DRAINS ARE INSTALLED SO THAT THE FENCES WILL PASS OVER THE PIPE OUTLETS.
PB 2005 PG 2180
4.) SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS ARE ENCOUNTERED ALONG SILT
O
FENCE RUNS.
^� X
5.) ALL EROSION CONTROL MEASURES MUST BE SELF -INSPECTED ONCE A WEEK OR WITHIN 24 HOURS OF ANY
RAINFALL EVENT OF 0.5 INCH AND GREATER.SUBN/T SELF -INSPECTION REPORT WITHIN 15 DAYS OF THE INSPECTION.
SELF -INSPECTIONS AND SELF -MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CONDITIONS OF THE
NPDES PERMIT NO.NCGO10000 AND NORTH CAROLINA GENERAL STATUE 113A-54.1(e) AND 15A NCAC 04B.0/3I / /
6J INSTALL ANY ADDITIONAL EROSION CONTROL NEASURES AS NECESSARY TO PREVENT SEDME T RUNOFF. Vj /
\ 1
7.) NO BURNING WILL BE ALLOWED ON THE PROJECT. /
8.) SEE SHEET EC-11A FOR CULVERT CONSTRUCTION PHASING AND SHEET EC-23 FOR GENERAL CONSTRUCTIONCj
/
SCHEDULE/SEQUENCE
9J INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO /�
STRUCTURES. MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE URBAN -> � Cp / Ql)
NATURE OF THE SITE. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE THE BEST METHOD TO
USE AT A GIVEN TIME.
/OJ ROCK CHECK DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING �� /
IN DITCHES. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE WHEN ROCK CHECK DAYS MAY BE
REPLACED BY WATTLES UPON PARTIAL STABILIZATION OF SOIL. / l /
/0 CONTRACTOR TO USE J-HOOKS AS PER DETAIL WHEN ENDING SILT FENCE ALONG STEEP SLOPES.
I
I2.) CONTRACTOR SHALL INSTALL TREE PROTECTION FENCE AROUND TREES WITH CRITICAL ROOT ZONES NEAR WORK
AREA. SEE TREE CONSERVATION PLANS (TR-ITHRU TR-12).
/3,) USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUT/FILL SLOPES INCLUDING BASINS AS NECESSARY FOR / l � \ I
/ / \
STABILIZATION / / / \�� ► � — / / � \
14.) DO NOT ALLOW CONCRETE DUST/WASTE/WASTEWATER INTO STORY DRAIN OR OFF -SITE. ALL SEDIMENT MUST BE l�
CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY.WATER MUST NOT BE USED TO WASH SEDIMENT OFF
F ROADS. DRIVEWAYS, R PARK( T / SDMH-402 11
0 0 DS, D VEW S, 0 PARKING LOTS. l ° � � �
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ELIZABETH
A BURTON
DB 00 PG 00
PB 00 PG 00
PROPOSED STOCKPILE STAGING AREA
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THE VINEYARD AT BENTLEY
RIDGE OWNERS ASSN INC
DB 12050 PG 1987
2STBKD
CONC STEPS
'7g
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/5J MINIMIZE BUFFER DISTURBANCE AS MUCH AS POSSIBLE. WORK WITHIN BUFFER ZONE SHOULD BE SEQUENCED TO / / DI-401 / / U 2STBKD I \
MINIMIZE THE LENGTH OF TIME THAT DISTURBED AREAS ARE EXPOSED. / QJ R MTL L 15" RCP 30"In C &G I�
RZEAV ED BT NT HET ABIL STABILIZATION
ION H SHOULD
BE PHASED SO THAT EACH DAY'S WORK IS COMPLETED AND ADEQUATELY / / P \ F SW \ / o o� ) /, — — D I o4 0 2
ST ABlY.WR°R ---
/ E 1 NV-447.87'
S GR
EROSION CONTROL LEGEND — —lod
JY� --
_ - - R P —
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�J i F UND ,P$� // 10" CONC WALL
(TYPICAL FOR ALL SHEETS - / _ _ CGNC Sw °oo' —� ��— _ W� 4CHL
000 �; _ , P-911�LE�_ ��R E R/ " o -_ _ _ �— _ _ R �� S / FILLELq,T j/�rEY Dq
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----- — - ti �ON�&G SDMH-4/Oz-
CONCRETE WASHOUT (CDR STD. 20.25) � � / o°°°oo / / �.L .. _-.__ __ ° _ �
_/v=� - U
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/ � / � �IABLE � WIDT /PAVED/ ROAD<�AY / I I / / / � � = ° 4 6. 5
I / _
CONSTRUCTION ENTRANCE o o _ ,� i — •:=_ _ .�1� / / / �' / / , / / , ' , ' I' - •� . , �30., oN��,_o _ _ —
°� DITCH
—20.09°0�°O� COR STD. SWNC SW i _ _-•_-- ' — _ 7 - '� = // ' , , — •%&— _
TEMPORARY SEDIMENT/SILT FENCE /_ — �-�'V _ r
(COR STD. SW-20.01) _ f.' x FI �/ k /I x _ iIlu rz), - �FoU �_�.=
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SILT FENCE OUTLET (COR STD. SW-20.24) GB ° °°o / LIEF yALVE 4" BST — — — ° /' , 1� — _� o �N R ` ' • • �_ �S/�? �6 0 RD o
o.'� UDERGROU REGULATOR A T — O N uL o -2-
p i y BST / / / ��_ — — C oo°per —�/ / /
S I LT BAG AND DEWATERING PUMP UT UNs'-��—P�H—
� —$
000ao
BACK A -CROSS RSD
COR STD. SW-20.04 a —°paa� ,
ST
STORM DRAIN INLET PROTECTION °°
(SEE DETAIL SHEETS FOR OPTIONS)UE]
CHECK DAM (COR STD. SW-20.08) BST °
TYPE A ° \ �\ I THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
TEMPORARY ROCK SILT CHECK,
\\ WITH THE REGULATIONS SET FORTH BY THE
WITH AND WITHOUT PAM RESPECTIVELY \ NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019 _ _ � / J
i ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
(SEE DETAIL SHEETS, N C D OT STD . 16 3 3.01) ` ` \ QUALITY DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES.
WATTLE WITH AND WITHOUT PAM, �
RESPECTIVELY
r
(SEE DETAIL SHEETS, COR STD. SW-20.23)
ROCK PIPE INLET PROTECTION il
COR STD. SW-20.06 1°%�
0000j
TEMPORARY SILT DITCH (COR STD. SW-20.16) - TSD -
IMPERVIOUS DIKE (SEE SHEET EC-11A)
LIMITS OF DISTURBANCE (SHADED) r____________
CONSTRUCTION LIMITS (CUT/FILL LINE) - _ _ _ _ _ — F
EXISTING TRANSPORTATION FACILITIES ETF
PROPOSED CONTOURS 415
EXISTING CONTOURS — — — 4/5 — — —
SITE DESCRIPTION
Sx00 F PERIMETER DIKES, SWALES, DITCHES AND SLOPES
\, HIGH DUALITY WATER (HOW) ZONES
CB-403 CB-404
TOP=458,76' TOP=447°16'
INV IN=456,26' INV IN=442,66'
INV OUT=452°31' INV OUT=442°34'
SDMH-401 SDMH-402
TOP=467°73'
TOP=469°63'
INV
IN=462.78'
INV
IN=463.37'
INV
IN=462°74'
INV
IN=462°88'
INV
OUT=462°68'
INV
OUT=462°71'
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
CB-405
TOP=445.81'
INV IN=441.29'
INV OUT FULL OF DEBRIS
SDMH-403 SDMH-404
TOP=446°37' TOP=451,77'
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4.1
STABILIZATION TIME
7 DAYS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
TWEFRAE EXCEPTIONS
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AN[
NOT STEEPER THAN 2:1,14 DAYS ARE ALLO'
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
NONE, EXCEPT FOR PERIMETERS AND HOW i
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 3:/.CONTRACTOR SHALL PROVIDE SOIL
STABILIZATION ON SLOPES STEEPER THAN 3a AND ON THE SLOPES OF DITCHES,SWALES,
AND DIVERSIONS WITHIN 7 DAYS. ALL OTHER SLOPES SHALL BE STABILIZED WITHIN 14 DAYS
AS REQUIRED BY NPDES GENERAL STORMWATER PERMIT. REFER TO CROSS SECTIONS.
■
INC LICENSE #F-0102
Kim
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
E
REX HOSPITAL INC �8 c
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VIA IMAPS WAKE COUNTY
2007 DB //I6664
PG 2583
PA 1985
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UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL
20 'l J
PLANS IN1 MPLETE PLAN$
DO NOT USE FOR RW ACQUISITION
(CLEARING AND GRUBBING)
DPn,_IE'T.
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 SERVIC�S
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
JOB NUMBER: SHEET NUMBER:
0 1 1063094 EC- I
G
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
J q
ccF
OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES.IN ANY
l
EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS
F SS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
F,q
SF���T
OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES, OR
PERMANENT
L�B U S
GROUNDCOVERRWILLUBEI PROVIDED FOR ALL DISTURBED AREASNWITHIN
15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER
IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
\
NPDES GENERAL STORMWATER PERMIT
SOIL STABILIZATION TIMEFRAMES

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CB-501 \ 0�\ / I�{'�-�� m I \\\ \ \ III _— % DI-501 DI-502 DI-503 I) Plans for the proposed use have been reviewed for general compliance with
\� \ I1 1 \ \ \ / / ' I I applicable codes. This limited review, and authorization for construction Is not to
l TOP=438.41' TOP=433.65' TOP=428.04' I /III be considered to represent total compliance with all legal requirements for
/ INV IN-435,81' INV IN-428,85' INV IN-424,49' I B I I \ development and construction. The property owner, design consultants, and
INV OUT=433.16' INV I1\1=427.70' INV OUT=424.14' Duke nerdy Progre/ss o contractors are each responsible for compliance with all applicable City, State and
B Federal laws. This s e6fic authorization below is not a permit, nor shall it be
INV OUT=427,65' / / � � p
\ \ \ \ \ M A R I E A MOODY 6 OOG construed to permit any violation of City, State or Federal Law. All Construction
\ \\ D B12775 P G 41 / T r / must be in accordance with all Local, State, and Federal Rules and Regulations.
MH-501 SDMH-502 SSMH-501 SSMH-502 \ SSMH-503 SSMH-504 SSMH-505 SSMH-506 SSMH-507 SSMH-508 SSMH-509 SSMH-510 SSMH-511 } P 5
PB 1974 PG 280 6 ', DIP, C,-TY OF RAr I�IL ( r
TOP= 42.38' TOP=433.50' TOP=442.82' TOP=442.66' TOP=44L20' TOP=444.68' TOP=443.42' TOP=433.92' TOP=445.21' TOP=472.60' TOP=472.60' TOP=472.60' TOP=47 .60' harter Communication TRANSPORTATION FIELDSERVIC�S
INV IN .3' INV I111=437.22' INV I1\1=430o36' INV IN=429°80' INV I1\1=438M' INV IN=431°I8' INV I1\1=422.42' INV OUT=436°11'
INV IN=438.13' INV OUT=436.32' INV IN=430,31' INV IN=429.75' INV OUT=438,88' INV OUT=431,12' INV IN=420,62' PUBLIC UTILITIES
IN=438,08' INV OUT=430,26' INV OUT=429,65' INV OUT=418,02'
INV OUT-437,88'
CB-501 CB-502 CB-503 CB-504 CB-505 CB-506 CB-507 CB-508 CB-509
TOP-422,58' TOP-449,74' TOP-445,50' TOP-445,54' TOP-434,07' TOP-442,20' TOP-445,11' TOP-442,14' TOP-438,51'
INV IN=418.98' FILLED WITH WATER FILLED WITH WATER FILLED WITH WATER INV OUT=431.57' INV IN=438.97' INV IN=441.96' INV OUT=439.86' INV OUT=433.86'
INV OUT=438.25'
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
CB-510 CB-511 CB-512
TOP-444,28' TOP-441,66' TOP-438,79'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL 20 40
PLANS *ompLETF. PLAN
DO NOT USE FOR RW ACOUISITION
(CLEARING AND GRUBBING)
Vf
SSMH-511
PROJECT -
STORMWATER
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FIRE
URBAN FORESTRY
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JOB NUMBER: ISHEET NUMBER:
0 1 1063094
EC-2

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INSTALL TiEWORARY ROCK SILT CHECK TYPE A
WITH I.5' WEIR HEIGHT
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DB 4879 PG 465
PB 1974 PG 280
JENNIFER LUFF
DB 15703 PG 144
PB 1974 PG 280
DEBORAH CAMPBELL
DB 12177 PG 682
PB 1974 PG 280
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DB 4418 PG 198 DB 9875 PG 2442 1 REGISTER DB 13527 PG 1577
PB 1974 PG 280 PB 1974 PG 280 I DB 0 PG 0 PB 1974 PG 280
II PB 1974 PG 280
20' DRAINAGE EASEMENT I1
I
INV=411,36'
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IMAPS OWAKE D COUNTY
FRO\ \ 6
i 2007) �cA
CB-601 CB-602 SSMH-601 SSMH-602
TOP=434.73' TOP=430,62' TOP=432,53' TOP=427,05'
NV IN=425,14' NV IN(4" PVC)=425.55'
INV OUT=424,92' INV IN(6"PVC)=424.33' INV IN=422.05'
NV OUT=423,43' INV OUT-422,04'
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
22
DARYE T BOWMAN
DB 14148 PG 2586
PB 1974 PG 280
23
WILLIAM FRANCOIS
DB 2038 PG 607
PB 1974 PG 280
■
NC LICENSE #F-0102
Kim
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
0
ISBKD
24
HILLARY MCNICHOL
DB 15284 PG 1087
PB 1974 PG 280
- ebNC I RET ININGO W 9LL \
ISBKD I I V
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DB 15791 PG 426
PB 1974 PG 280
27
MYRTLE E HEPLER
DB 4573 PG 891
PB 1974 PG 280
28
GEORGE KANGKOLO
DB 10163 PG 1931
PB 1974 PG 280
HERMAN SANDERS
PB 1974 PG 280
DB 15570 PG 1154
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL 20 40
PLANS *ompLETF. PLAN
DO NOT USE FOR RW ACQUISITION
(CLEARING AND GRUBBING)
-'R 'iJE:T.
JOB NUMBER:
MERIT K CROSS
DB 16169 PG 2401
PB 1974 PG 280
—X
RICHARD WARRE
DB 2966 PG 10
PB 1974 PG 28
5
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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
SHEET NUMBER:
0 1 1063094 EC-3

N
N
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ISBKD
30
JAMES Le S. COBB
31
GLENN J ROBERTS
DB 14541 PG 2000
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DB 16575 PG 2550
INSTALL TFMPO�EIGHT
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WITH L5' EIR
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INSTALL T 40ORARY ROCK S/ T CHECK TYPE A M A R C O M E U L N K
WITH I.O' WE/R HEIGHT. NO PALM AT OUTLET. _- DB 16464 PC 1151
PB 2016 PG 1058
INSTALL TEMPORARY ROCK SILT,CHECK TYPE A
WITH 2.0' WE/R HEIGHT. NO PAM AT OUTLET.
PROPOSED GRADEV D% CHPDITCH.
(W=O') WITH
2' DEPTH (D=2') AND
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T@T\ \ \ CATHERINE A MAIRE �q NO DEED REFERENCE ELIZABETH DAVIS —
\ _ \ NO DEED REFERENCE °5ELIZABETH DAVIS RONALD L SMITH
FIBER \ \\ DB 16456 PG 1590 M PB 1973 PG 471 0—
HH \ \\ 70 \ \ \ { DB 8885 PG 475 PB 1973 PG 471 PB 1973 PG 471 /3 DB 8438 PG 650
CB-7,o1\ \\I \ PB 1973 PG 469 \ PB 1973 PG 471 —
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TOP=413.98'
INV IN=406.89'
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
DB 14445 PG 60
PB 1973 PG 469
CB-701 CB-702 CB-703 CB-704 SSMH-701
TOP=413.24' TOP=413.35' TOP-401,68' TOP=401,64' TOP-415,21'
INV OUT-406,74' INV IN=405,40' INV OUT-397.76' INV IN-397,53' INV IN-409,96'
INV 0UT=405.36' INV OUT=397.39' INV OUT-408,94'
PREPARED IN THE OFFICE OFo
• NC LICENSE #F-0102
Ki 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2019
E PB 1973 PG 471 PB 1974 PG 158
E
E — ( E2011) AINAG & ITILITY FA`
WALTER MCDOUGAL
DB 8089 PG 597
PB 1973 PG 469
43
AZIZOLLAH
o BIRJANDI
DB 5363
ILn PG 674
PB 1974
PG 158
E
NV=388,78'
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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
PJ,_IE
EROSION CONTROL 20 0 40 BLUE RIDGE ROAD WIDENING
PLANS INT OMPIXTEAPLAtNO
DO NOT USE FOR RW L%
(CLEARING AND GRUBBING)
JOB NUMBER: SHEET NUMBER:
0 1 1063094 EC-4

O
O
041
N
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BAPTIST CHURCH, INC
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TOP=368,79'
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PB 2005 PG 2003
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PB 2016 PG 1058O yh 6�
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STEWART E WILSON JR
vIRGIL L ROSE JR 53 Q
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41 4 6 DB 11872 PG 2035 \ INST ALL CHECK DAM
70 \ \�
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FRANK Me SUTTON, JR ��� _ — — — r F
DB 17122 PG 97
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WITH 1.5WEIR HEIGHT. NO PAY AT OUTLET. Q
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W Q ,D13 PG
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LL]— — — — — - . — — — F — 70 SPACING
—
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A BLUE RIDGE RD S
DB 16262 PG 1752
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' / BRLC&C/ \� — / J �E _ \ \ \ \ \ I I I I �- 1�� 30 CITY OF WER EASEMENT
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DB 16 816 PG 75 —��� —\ CoNC
43 PB 1972 PG 201 4B" C I I)\ �� DONALD LANGDON
JI I DB 11994 PG 2625
45
JULIE A VOLSTAD
DB 10855 PG 19
PB 1973 PG 471
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DB 4920 PG 577 2SBKD A/�@ II Io D I ` @T }
F E I B1=R {
SSMH-801 SSMH-802 SSMH-803
TOP=397,43' TOP=386,98' :OLOC 82.07
INV OUT=377,39' INV OUT=381,03'
PB 1972 PG 201 H --� \ —� Nkl CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
\NC
Plans for the proposed use have been reviewed for general compliance with
P OW ER applicable codes. This limited review, and authorization for construction Is not to
\NC _ z _ PED A L L E N WORD be considered to represent total compliance with all legal requirements for
SANDY C P E E L E L L A N A M E D N A "I p 0 0 G L E \ D B 2479 P G 2 2 development and construction. The property owner, design consultants, and
D B 4867 P G 375 D B O P G 0 5 2 5 rnI Io FIBER contractors are each responsible for compliance with all applicable City, State and
�I z HI ISBKD PB 972 PG 20 Federal laws. This specific authorization below is not a permit, nor shall it be
9 O
P B 1983 P G 2 2 P B 9 8 3 P G 2 2 9 G O O G L E z o O I h construed to permit any violation of City, state or Federal Law. All construction
L E N A M A E B R 0 W N D FIBER I must be in accordance with all Local, State, and Federal Rules and Regulations.
DB 2022 PG 18 HH I I
PB 1971 PG 289
TRANSPORTATION FIELD SERVIC�S
ISBKD
�I I 60.00' PUBLIC UTILITIES
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
■
INC LICENSE #F-0102
Kim e ))Horn, 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
ELLEN B THOMPSON
DB 14944 PG 1062
PB 1972 PG 201
ur
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL 20 40
PLANS *ompLETF. PLAN
DO NOT USE FOR RW ACOUISITION
(CLEARING AND GRUBBING)
_'R'iJE: T.
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
JOB NUMBER: SHEET NUMBER:
0 1 1063094 EC-5

O
O
041
N
N
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ANDREW B
BARTHOLOMEW MOHAN TAVORATH
GLENLAKE SOUTH MASTER \DB 13340 PG 1877 DB 16875 PG 183
OWNERS ASSOCIATION INC PB 1989 PG 25 PB 2005 PG 2384
DB 15618 PG 2286
PB 2008 PG 1274
II 2SBKD CITY OF RALEIGH\�
O \o X
AN
CONC 3 00�0 oo �oP\ 69 HERYLE BEEZEEY \ TOP=359,27' QQ
DB 1673 PG 104 INV IN=354,65' X
\\\\ \\\\` 2SBKD / 64 \ % 1O 1}�o �PP��O . \ GEORGE BRUC Q
- / 2 o ARLES D. COLLIN 200 PG 2384
CARLTON SOUAR \I �- - - _ - \ \ \\ \\\\ JEFFREY MUKAMAO 65/ / / 2 �„c� DB 16280 PG 1523
\� -c OII \\ \ / / / iO,o i DB 16875 PG 183 \
PB 2005 PG 2384
HOMEOWNERS ASS I� \\\ / DB 16244 PG 2399 P 2005 PG 2384
DB 10815 PG 1197 I' I O \\ \\\\� \\ + PB 2007 PG 929 THOMAS C WALTON I ' f / Q� DI-9o4 1� \ ��}_ Q� DI
PB 1996 PG 343111 I \, 1\��� DB 16483 PG 1824
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\ \ \ \ \ / ems/ \ I - h c _ - - -- \ o T} O
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\\\ \ OWNERS AsS�CIA�TIOVINC F c �&�' / - wo�Ds ° / \ STo �� / GI ANNI PELLEGRINO
1 \ \ O\ \ \ DB 56+8 I�G 228� � f � N ' �•'� _-- -- �� x �� - - °�C � N� / L L /Qo �' � �/
0 / - \�- \ \ 0\ N
° D 16033 PG 2028
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20Q8 PG 1274 \ 5% %• \ / j_ _ = _ =C_ - ter, Fo`�JND o ��j�Q �° B 2005 PG 2384
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. A I MOJAC LLC 2sFD v aS NCO ✓.
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/ a 1 sP I DB 16422 B 2046 PG 2015
• > • \ BL 10� o/ �\� \ \ \ / PG 1398 PB 1980 PG 14 CONC
CONC
ICY)%� \\ \ \ / \ ISFD / \ PAGE W CHAMPION 72 /� S\ . , \ • XQO
\ �} / \ JENNIFER L RAKOWSKI DB 12485 PG 2262
a" �
CD
DB 16670 PG 730 PB 1980 PG 14
PB 980 PG 14 �B�
GRED �R CHRISTOPHER L r
lh, BRICK
�\ DI-9o1 \Oo°� \\\ �\ \ 1 °\\\ - \F FgSEMF \ AUSTIN-T/
WALL V
-cove \ \\� \ I \ /� ° �o \ DB 4998 PG 880 4" wp , \ /
PB 1980 PG 14 FRET WALL - - - -
r / SDMH-902\O 9\\\ \ BST AKBAR M ALI \ f
�\ I - )\j\\\� \ \ goy / DB 13763 PG 322 \ �
INSTALL ALL T PORARY ROCK SILT HEC T A \ o\\ \ �� \M \ / P B 19 7 4 P G 13 9 \ \
\, \ P \
CT\ �ITH /0' y�E/R HEIGHT. -PA�! AT OU , T. oR `ems ��\\ / coNc
n \ ISBKD . \ �SMN 902
\ , - ,� LTO u0 \ I ISFD \ O ISFD \
STEPHEN B LITTLE ROBERT A HIGH
GR �\ \ \\\ j i\ CONd y \F DB 3759 PG 821 DB 56 PG 15
Pis \ \� \\\i �l \ \ \ \ PB 1980 PG 14 PB 1980 PG 14 78
AL J ITEGOFF
O
\O DB 1676 P 0- -
60 SF� \\O / \\��ss \
\ coNc
\ PB 1980 PG 14
JAMES M MORTON \ \� / \\�a�� \ off\ \F CONCURRENT REVIEW APPROVAL
DB 8952 PG 1190 \ �\ NN ? �� \ °�° I \ \ CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
\ �\ ��
PB 1986 PG 1407 \\OZ°� \ y/ \� f \ 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
y GR ' �° \ �O o� \�\ development and construction. The property owner, design consultants, and
CB-90I C B-902 \ contractors are each responsible for compliance with all applicable City, State and
/ TOP=374.96' TOP =375.05'
CAN ° �Q / Federal laws. This specific authorization below is not a permit, nor shall it be
LT
\ INV OUT=371,98' INV IN=37I,17'
2 � / construed to permit any violation of City, State or Federal Law. All Construction
C� �� NU GUT-37,G8' \ must be in accordance with all Local, State, and Federal Rules and Regulations.
CP, /\ � RR TIE j \� \ SSMH-90I SSMH-902
ISFD O ° TOP=378,05' TOP=375,I4' TRANSPORTATION FIELDSERVIC�S
59 \ \\ INV IN=373,I8' INV IN=370,22'
INV OUT=373.12' INV OUT=367,8I'
SUSAN M KEARNEY \\ PUBLIC UTILITIES
\\ SDMH-901 SDMH-902 SDMH-903 STORMWATER
DB PG TOP=377.86' TOP=378,37' TOP=374,43'
PB PG \\ ss INV IN=37I,08' INV IN=374,34' INV IN=37I,63'
s, INV OUT=370,78' INV OUT=374,14' INV OUT=371,19' PLANNING/ZONING
LEWIS J CLARKE°\\
DB 15978 PG 2239 \\ ®� DI-901 TOP=3 TOPDI-9 3 TOP=374.93' FIRE
TOP=358,93'
TOP=378,30' TOP=373,75' INV IN=369,08'
PB 986 PG 1407 \\ S S M H INV IN=376,55' INV IN=370,69' INV IN=355,91' INV OUT=369,00' URBAN FORESTRY
TOP=11 136' INV OUT=376,43' INV OUT=370,67' INV OUT=3,76'
\\ INV IN-364,61' INV ouT=355,63' DOCUMENT NOT CONSIDERED FINAL
\\ - UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
• NC LICENSE #F-0102
Kim e orn I 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
_'R'iJE: T.
EROSION CONTROL 20 40 BLUE RIDGE ROAD WIDENING
PLANS wmpuffrII, PLAN
DO NOT USE FOR RW ACOUISITION
(CLEARING AND GRUBBING)
JOB NUMBER: SHEET NUMBER:
0 1 1063094 EC-6

N
N
O
GLENN B ROUGIER
DB 16056 PG 2128
PB 2005 PG 2384
83
ROGER P CORNER
DB 15568 PG 222
PB 2005 PG 2384
GLENLAKE SOUTH MASTER
OWNERS ASSOCIATION INC
DB 15618 PG 2286
PB 2005 PG 2384
85
WILLIAM RASDORF
DB 13876 PG 420
PB 2005 PG 2384
0
I
0
ti
PROPOSED TEMPORARY
SILT DITCH.
GRADE V-DITCH ( =O')
WITH
I' DEPTH (Si AND
3:I SIDE SLOPES.
6RARY ROCK SILT CHECK TYPE A
WITH l0'WE/R, HE/GHT.NO PA*- AT OUTLET.
GB
TOP=349°68'�
INV IN=340.87' Al
y P
ABLE I l
AY
90
MARK G ATKINSON
DB 9522 PG 1262
PB 1977 PG 408
lk-IpC,E R10)
O
I
I
BST oA
//woe /
' R,I
LLJ00
0.1
OC
P E
O
7 / ---------
0
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INSTALL TEMPORARY ROCK Sl4T CHECK TYPE A SO�OO/
WITH I.0' E/R HEIGHT. NO P�NMM AT OUTLET.
MICHAEL R DOYL 91
DB 16759 PG 82/
III of;/
PB 1956 PG 4 0 Q o
u w I I W 1
� /
(SOIL/
�\ /
IN ,TALL CHECK DAM / �C
/ k
4QS SPACING \ _�I 1 I G R
jV 1 11 CONKC�
2SBKD
� / I / 1 I I I II \31
9�3
\ / / I I \ \ ALB RT\ D
¢p — _PDE` C_ /� I I/ VA�D�VEE\R
/ 1 DB 2433
PG\ 53�
INV-346.61,
-BL- C
E
CNC /\ x l - r L
>e 2 " I IC� / INSTALL CHECK DAM
V o' sPAc1NG v
�\ / • / / / /�/ INSTALL T MPORARY ROCK SILT CHECK TYPE A r
I,5' ►�E/R HEIGHT. NO PAR AT OUTLET.
RAN
D ALL IN
OBERT- J
\� �� \ \ — — 5� � igL��R♦ >\C, / l / \ A \ \/l \\ B 13161 PG 231
�� \\ I I / B 1981 PG 692
0 E01
po
�, � � _ ---_'— �• �/� � � A � �� ���\ �� III I
10
! INSTALL T MPORARY ROCK SILT CHECK T
ITH I.O' V IE/R HEIGHT. NO PAR AT ) \ 1p I I
._.
�C9
— _ INSTALL TEMPORARY ROCK SILT CHECK TYPE A
WITH 1.25' WEIR HEIGHT. NO PAR AT OUTLET.
CP
=352 i� \
o
..\
C �S92
DROTHY M FLEMING I
DB 0 PG 0
PB 1967 PG 265 / I
TYSON CEMETERY I
O
ROBERT SAWYER
DB 6869 PG 485 / /�-
PB 1984 PG 1349 /
LT I OOGLC&-FIBER
GOOGLE FIBER;
_I CONC 88
NATHAN TYSON
DB 207 PG 242
N PB 2016 PG 1661 CB-1001 CB-1003
2SFD N Inc TOP=361,60' TOP=361,97'
INV OUT=359,49' INV OUT=358.36'
QZ x 2SBKD CB-1002 CB-1004
TOP=361,81' TOP=363.87'
JASON MOSS X
INV IN=359.36' INV IN=357.07'
DB 4516 PG 2234 „ THOMAS S BOWEN INV OUT=359.32' INV OUT=356.92'
50.00' DB 8444 PG 1535
PB 1967 PG 265 PB 1967 PG 265
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN TFE OFFICE 0-
NC LICENSE #F-0102
Ki e 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2019
SSMH-1001
TOP=360.57'
INV OUT=355.50'
—A
z
n�
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL 20 0 40
PLANS INT OMPLETE ACQUISITION PLANO
DO NOT USE FOR RW L%
(CLEARING AND GRUBBING)
94
�\ MICHAEL W DOSS
DB 3515 PG II
PB 1983 PG 1574
R _ ,_IE 17T:
JOB NUMBER:
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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:
EC-7

O
O
N
N
O
QJA
MICHAEL W DOSS
DB 3515 PG II
PB 1983 PG 15� �
72" WD W/ 16"X1611—
BR COLUMNS
RAE H JAREMA
DB 0 PG 0
PB 1983 PG 1574
CASEY A CHAMPION
DB 15459 PG 366
PB 1983 PG 1574
72" WD W/ 16"X16"
BRICK COLUMNS
CHRISTOPHER A JONES
DB 15376 PG 2085
PB 1985 PG 829
JOLENE B MCGEHEE
DB 0 PG 0
PB 1984 PG 1404
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN TLE OFFICE 0-
is
DB 7516 PG 504
HOLLY LANE CONDOMINIUM
WITH /.25' E/R HEIGHT
HILLCREST RALEIGH AT CRABTREE LLC
DB 16078 PG 2084
PB 1987 PG 28
a
\\ SDMH-111
TOP=328 TOP3.13' TOP=28,11'
9/� ( INV IN=325.58' INV IN=320,96' CONCURRENT REVIEW APPROVAL
INV OUT=325,57' INV OUT=320,82'
SDMH-1102 SSMH-II02 CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
TOP=326,9I'
TOP=326,22' Plans for the proposed use have been reviewed for general compliance with
INV IN=324.I2' INV IN=319,7I' applicable codes. This limited review, and authorization for construction Is not to
MH INV OUT=324.02' INV OUT=3I9.61'
be considered to represent total compliance with all legal requirements for
/ OP=314.47' development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
98 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
` SIMPSON WOODFIELD Rulmust be in accordance with all Local, State, and Federal es and Regulations.
MARSHALL PARK EEC TRANSPORTATION FIELDSERVIC�S
DB 14860 PG 1311 PUBLIC UTILITIES
/ PB 2012 PG 1279
CITY 6�FR AL,E STORMWATER
DB 2 �G 5�4
) PLANNING/ZONING
�B 1978 P)6
FIRE
DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
\� UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
NC LICENSE #F-0102
Koi ley )) 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION CONTROL 20 0 40
PLANS INT OMPLETE ACQUISITION PLANO
DO NOT USE FOR RW(CLEARING AND GRUBBING)
JE _IE.T.
BLUE RIDGE ROAD WIDENING
JOB NUMBER: ISHEET NUMBER:
0 1 1063094
EC-8

O
O
041
N
N
O
104
103
PHILIP J LOWDEN HUGH WHITE JR
DB 2984 PG 631 DB 2060 PG 244
0' SPACING CK DAM
\sr \
C0
CRP/DRP HOEWOOD OWNER, LLC Q QP IBP TIC OWNER, LLC Q
DB 17005 PG 487 / Q PP TIC OWNER, LLC
PB 2018 PG 70 / �j �� 0 DB 16313 PG 822
PB 20IJ PG 476
�O w O
JQ C)
O
+ V �(D
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12" CONC BLOCK
O RETAINING WALL
3SBKAPT _ O
/
—� — TOP=263.64' { / �
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• // ��/ INV OUT=254.52' M
BLUE RIDGE RD 4SBKAPT'
(SR 1670� o o (�'/) GR
oo .��I I BST
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SOIL, ��
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Iv= �1 — — _ — — —a _
\ aloo /EXI T R/W" 8 T / /� / BSTl/�j // C N
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5 _ — — — V A \ ��
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LT — �� . / SS-12
F
j ' • . �i ----- fC C _ DI-120/ r jc �} — —/—� o ��. INSTALL CHECK DAM
D ... — / _ — 2 20' SPACING
., , — �� _ . 1 . I E DI / i / \ ' ,co> is sw
�— yF cQAIG
E
�
0� O w INSTALL CH DAM
� INv3l2O
O — — — — - — --- /
=, � � — � �� � � �� � o � �� � / _ o � � \ i � 20 SPACING coNc sw
—
_ _ \ \ O /24 CON o 3" WD RETAINING WALL
BST / / 30" ONC C&G
� rn 'r G
_ 310 I ��
� AWE
I
n INSTALL TEMPORARY ROCK SILT CHECK TYPE A \
WITH 2.0' EIR HEIGHT.NO PAM AT OUTLET.
ca
INSTALL CHECK DAM
60' SPACING 10 5
INSTALL T MPORARY ROCK SILT CHECK TYPE A H I L L C R E S T RALEIGH
WITH I.O'WEIR HEIGHT AT CRABTREE LLC
DB 16644 PG 616
PB 1980 PG 46
100
HILLCREST RALEIGH AT CRABTREE LLC
DB 16078 PG 2084
PB 1987 PG 28
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
48" MTL
BM8
n
1ILLCREST RALEIGH
AT CRABTREE LLC
DB 16644 PG 616
PB 1980 PG 46
CB-1207 ISBK
j \
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
12" CONC BLOCK
RETAINING WALL
SSMH-1201
TOP=317,30'
INV IN=312.70'
INV OUT=312.65'
SSMH-1202
TOP=3l4.79'
INV IN=309.I7'
INV OUT=309,09'
SSMH-1203
TOP=310,7O'
INV IN=303.17'
INV OUT=303.10'
SSMH-1204
TOP=305,82'
INV IN=299,64'
INV OUT=299,53'
SSMH-1205
TOP=280.36'
INV IN=276.46'
INV IN=276,86'
INV OUT=276.36'
CB-1201
TOP=300,02'
INV OUT=293.10'
CB-1202
TOP=289,89'
INV OUT=282.17'
CB-1203
TOP=277.08'
INV IN=269,85'
INV OUT=269,48'
CB-1204
TOP=268,91'
INV IN=265,31'
INV OUT=265,21'
CB-1205
TOP=261.56'
INV IN=258.41'
INV OUT=258.26'
CB-1206
TOP=286,91'
INV IN=283,08'
Q 10" CONC BLOCK CARPORT
RETAINING WALL
Q 24" CONC C&G
DI-1201
TOP=306.70'
INV OUT=304.45'
DI-1202
TOP=303,90'
INV IN=298.90'
INV OUT=298.55'
DI-1203
TOP=297.46'
INV IN=288.70'
INV IN=288.51'
INV OUT=287.94'
I10
PAUL E
CASTELLOE
DB 13022 PG 2701
PB 1996 PG 444
109
SIMPSON WOODFIELD MARSHALL PARK LLC
DB 14860 PG 1304
PB 2012 PG 919
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL 20 40
PLANS *ompLETF. PLAN
DO NOT USE FOR RW ACOUISITION
(CLEARING AND GRUBBING)
INSTALL T MPORARY ROCK SILT CHECK TYPE A
WITH I.O' WEIR HEIGHT. NO PAY AT OUTLET.
III
PAUE E CASTELLOE
DB 11257 PG 1018
PB 1996 PG 444
_'R 'iJEIT.
JOB NUMBER:
112
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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
SHEET NUMBER:
0 11063094 EC-9

0
0
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N
N
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REDUS INC
/LAND LLC
DB 13954 PG 160 SDMH 2013 PG 476 2 / R — —
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113 / / ��—IKill2\2�' CRABTREE/VILLAGE/ PROPERLY
_-O�IE�S ASSOCIATION INC / /
TOP-256,57'//// / / // / cam- � � � % �% %/ �,/ / / / / / � DB 16280 P6 779 /y�
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p— I '' RdP I I I II I / e /� I v 1 II` — I— -- T I 8/�C m
/ y� I /cam CROSSWALK SIGNAL POSE — - • — - - — - - — �- — - - — . — .. \ Cn BLUE Rl%�GE OD / • % — : — ' / ) - f• / J / \ l / i / / \ �/ / / BLUE RIDGE RD - PIPE FULL OF DEBRIS — • • • ' -`
Q V�RIABLIE WIDTH PAVED ROA�WAY/ / / i� / - / / / / / / / / /0 C OSSWALK POST - I- . — - • — - • — " c Z
---�- '� — ---�// / / /� �� _ / WIDTH P Row------------------ — LE To v _ _—_ _s_— —�
I / / 8 / G / �/� �_ i — _= / / — _ _ — g G - o --=�RIABL2/ PAVED —Y — — _— _ — — — — — — — IY-PE- _ 2 0 °o _ R%W rn
E UNABLE Y
_ - G� _ __ _ - -- -_ _ _ - - - - _ -_ _ - _I m
— — — — — _
EXIST _R/W / / / / / — — _ _ _ _ = 2 _ 0_ �� A — _ - — - �22 — — — — — -
--�q � � _ — _ _ _ — _ __-� _ /� \ 0 Rp � � DtF 2 2 5 — — _ a — _ — — — � � � -" �� ✓� °o
-�4(10 KM _ Rp
RAP RCP
F_ TICE
�, / / - NV-221.63'�-
i SSM 101 / ✓ / G�� / /� I / F N SI i -END N(�
FOUND
SlT 0 N E - _
_�� �F / / /� �i 1 % / IrJQu�� ISBKBUS /
//� // /0 6 BST 12" CONC WW E
I
CB-1305
SSMH-I305
BM9 E
Z C r \ / • / �T / 5 H-1306 /
.01
K s /
Hou Rno
INSTALL ROCKSILT CHECKRTYPE A
��FG
?J WITH / WEIR HEIGHT.
of NO PA AT OUTLET.
i"OFF
� 112 0� Ro
CITY OF RALEIGH
DB 13247 PG 22T9 .
PB 2008 PG 2347
S TOPL226 SD�/ CITY OF RALEIGH
BEGl N CONSTRUCTION DB 14580 PC 1311
-GI- POT Sto. 10+I0.34 = PB 2008 PG 2347
P / -G2 - PC Sto.10+I0.34
j /G�
�S�
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN TFE OFFICE 0_
END
TOP2 T 5����� 3026,29'
115 ASS `�P �-1301 INV OUT=221,82'
RICKEY G EDWARDS / Poc / INV IN- 44. CB-13062 6
DB 15073 PG 193 2° INV OUT== 4.1 INV OU 4.74'
INV OUT=244,14' INV OUT=222,19'
PB 1982 PG 1119 /
TOP=2 2 TOP-DI-IJ1
TOP=246.51' TOP=230,68'
NV I11\1-243.01' INV IN=226,38'
NV OUT=292,66' INV UT
SSMH-1308 INV OUT==25.5.70'
TOP-226,15' CB-1303
F INV IN=214,55'
INV IN=217,75' O7,22'
INV ININV U=212,67' INV OT=232,77' 118
INV OUT=212,65'
CB-1304
/ /SSMH-1306 SSMH-1 4.1 SSMH-1309 INV OU 2.27'
TOP=225,43' TOP=224.13' TOP=226,51' INV OUT=229,37' CRABTREE R I LLC
INV IN=219,89' INV IN=213.38' INV IN=220.36' DB 8140 PG 2250
/ INV OUT=217.67' INV OUT-213,33' INV OUT-220,26'
PB 1996 PG 160
SSMH-1303
TOP=228o05'
NV IN=213,83'
INV OUT-213.75'
117 SSMH-1301
TOP=234.40' SSMH-1304(LOCKED)
BRE LO INV IN=226,40' TOP=223.68'
PROPERTIES, ELC INV 0226.25'
SSMH-13-1302 SSMH-1305
DB 11859 PG 1154 TOP=1-2,2 ' INV IN2215 87' DOCUMENT NOT CONSIDERED FINAL
PB 1996 PG 160 INV
OUT221'9452' INV IN=214,36' UNLESS ALL SIGNATURES COMPLETED
INV OUT=214.25'
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2019
EROSION CONTROL 20 0 40
PLANS INT OMPIXTEAPLAtNO
DO NOT USE FOR RW(CLEARING AND GRUBBING)
F _ ,_IE 17T:
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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
JOB NUMBER: ISHEET NUMBER:
0 1 1063094
EC- 10

CULVERT #1
TWO BARRELS (8'X8')
041
N
N
O
MATCHLINE -Y21- STA 13+50
(SEE INSET 9T HI S SHEET)
ox
118 m
CRABTREE R ILLC
DB 8140 PG 2250I I� PB 1996 PG 160
- - - INV=208,22'
-INV=207,93'
\- - - INV=207,90'
6" WD RETAINING WALL
MCDONALDS CORPORATION
DB 6467 PG 503
\GCB-1403 4
B MA�DUCED
LD VERIIFIE
Ij LI
i0VZ / / i i / jS \
\OZ
n
m \�
x \�
MICHAEL J
119 R/W VARIES
EDWARDS
CRABTREE FAIRFIELD LLC DB 11551 PG 1469
DB 7179 PG 493 PB 2014 PG 1187
PB 1996 PG 160
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
SAMUEL EONGIOTTI
DB 3236 PG 313
PB 1994 PG 1416
CVM HOLDINGS LLC
DB 9356 PG 1451
PB 1994 PG 1416
v° BST
SF
01 fir
\ _
TELEPHONE FIBER-GONBUIT--
ATTAEHE)- TO BRIDGE
= - - _ -CONE- _ p
kT \ \\ \ \� OIZ-
� I � 11
SEAT2L�08=-
_
BST
14" CONC WW
I
-
55
6" CONIC
8" TC CURB
Ss -
®
-SS F0- S5 0" DIP CR3ABTREE VIEW FL
PREPARED IN THE OFFICE OFo
"SSMH SSMH
TOP=233,30' TOP=232,99'
IN=223,00' INV IN=209,49'
INVINV OUT=222,'0' INV OUT=209,49
EXIST R/W
\ '- 12" BRICK RETAINING WALL
30" CONIC C&G
CB-1401
CB-1402
TOP=230.77'
TOP=234,40'
INV OUT=230,63'
CB-1403
CB-1404
TOP=232,70'
TOP=237e39'
INV IN-228,95'
INV OUT-231,79'
INV OUT=228,60'
SSMH-1401
SSMH-1402
SSMH-1403
TOP=229,53'
TOP=230,51'
TOP=232,36'
INV IN=212,28'
INV
IN-211,91'
INV IN=222,76'
INV OUT=212,18'
INV
IN-209,71'
INV IN=221,29'
INV
OUT=209,51'
INV OUT=221,24'
SSMH-1404
SSMH-1405
SSMH-1406
SSMH-1407
TOP=237o77'
TOP-224,24'
TOP=223,06'
TOP=225,53'
INV OUT=224,84'
INV
IN=211,14'
INV IN=211,76'
INV
IN=218,33'
INV
IN=211,04'
INV OUT=211,66'
INV
IN-217,33'
NV
IN=210,54'
INV OUT-211,61'
INV
OUT=217,13'
INV
OUT=209,69'
INV OUT=211,31'
■
NC LICENSE #F-0102
Kim e 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
INV IN=227,87'
INV OUT=227,77'
NORTH
EAST
ELEV.
CUL1
759390,61
2095859.53
210.02
CUL2
759387,56
2095866.86
210.03
CUL3
759386.91
2095868.28
209,98
CUL4
759384.01
2095875.47
210.13
CE1
759388,10
2095866.24
217,42
HW1
759387.69
2095867.67
219®26
CRABTREE VILLAGE PROPERTY _
OWNERS ASSOCIATION INC
114 DB 16280 PG 779 _
PB 2013 PG 476
I I �
I �
I I \I \
I I
LT LTD\ \
- • I III
/ � 1 �\\\\\ I I�I o I ~ I'I •��\ I III I \
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WV OUT=219,50'
\ \ III vl Q II TOP=222,90'
I I
_
II III _ I II _o
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18" RCP
w III
///// �� i II I- - SDMH-1402
/
Io6I ® SSMH-1408
N w II er- Icy II
'mow o U III\ I ZA„�
- - -
SSMHc-0 ®SSMH-Ij01 I S� I \ - j- - - - - - - 96" CMP
96 CMP -
�X 96" CMP -
® ®� 2C 0 NC I -
��` UNDERGROUND STORM BOX
LOCATION IS APPROX
Q�k, il 6 4 NC HW
10 0 W/W
I
II � \ �J LT
z`) SSMHk14
z STA 13+50
MAT CHLI NE -Y21 _
(SEE THIS SHEET
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL 20 40
PLANS *ompLETF. PLAN
DO NOT USE FOR RW ACOUISITION
(CLEARING AND GRUBBING)
-'R'iJE: T.
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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
JOB NUMBER: SHEET NUMBER:
0 1 1063094

O
O
N
Ln
O
CULVERT CONSTRUCTION SEQUENCE
=L= 107+25
CULVERT CONSTRUCTION SEQUENCE - STAGE 1
CULVERT CONSTRUCTION SEQUENCE - STAGE 2
1. UTILIZE SILT BAG(S) AND DEWATERING PUMP(S) DURING CULVERT
1. UTILIZE SILT BAG(S) AND DEWATERING PUMP(S) DURING CULVERT
00NSTRUCTION AS NEEDED.
o�1
CONSTRUCTION AS NEEDED.
00
O
O
q
2. DIRECT EXISTING STREAM THROUGH EXISTING 2@96" CMP ON NORTH SIDE
��
2. DIRECT EXISTING STREAM THROUGH THE COMPLETED SECTION OF PROPOSED
OF CULVERT UTILIZING IMPERVIOUS DIKES.
CULVERT ON SOUTH SIDE OF CULVERT UTILIZING IMPERVIOUS DIKES.
3. CONSTRUCT FIRST BARREL OF PROPOSED CULVERT AS SHOWN AND
3. CONSTRUCT SECOND SECTION OF PROPOSED CULVERT AS SHOWN AND
ADJUST EROSION CONTROL MEASURES AS NECESSARY.
ADJUST EROSION CONTROL MEASURES AS NECESSARY.
0
0
}
0o
o
}
oo
o
REDUS INC
LAND LLC
DB 13954 PG 160
REDUS NC
LAND ELC
DB 13954 PG 160
------------------------
PB 2013 PG 476
o IMPERVIOUS DIKE
PB 2013 PG 476
•—•--•-
-
'
—
1333
'
1333•—
SILT BAG AND
_..— i•
---
i•
DEWATERING i- , 3 — - — \
PUMP (TYP) 8„ SS I
N 2�°5N2� ,�- —,33
ILT BAG AND
°°g 8 SS
— • — \
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a 8„
DEWATERING ,e
,�
PUMP (TYP)
ul
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l
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CP IV
1315 I F
-- ---
- _ -
- - 1 -P=iV -- - -- - - - - - - - 1 1319
• — — — — -- - -
•
. ,
— - - — • - — • • 1 �'�,' 1304-- • - — • - 15" RRC,f-I 3 POP E
— — — — — — — — — �y — — . / 18 RCP —IV 4" Q � ` SJ R— 306
FINF
, • — - • — - _ — - . .. — - -
12 WL
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_ _ _ _ _ _ _ _ _ _ _ . /• 24" HARD LUSTER 18" PINE 12 WL
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CONCURRENT REVIEW APPROVAL
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;
DIKE
25' /
5
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i .. SILT BAG AND
I
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
for the proposed use have been reviewed for with
on
I • •'
•�
�^
��,
I
o . •� • : , • •' DEWATERING
�9%
t ctieneral
is
is Irene total , ar compliance with alplans
applicable codes. Thislimitedreview, anP authorization forgconstrgction Is not to
l for construction
be codes.
requirements for
O
/ . • ��N� p O,
�` , • �R �PS� SILT BAG AND
, \ ' • •
S��
DEWATERING
•
/ �' .' ��N
�� �PS� PUMP (TYP)
`✓' ' • •
C3
O
p O.,
\
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
he
construed to ermit an violation of City, State or Federal Law. A11 Construction
eral
violationAll Constrelow is riot a permit, nor shalluction
rstrelaws. This spe6fic d to permit
vi of Cate rization band
�
i P
RICKEY G EDWARDS
DB 5073 PG 93
�
i �P
.
moderal
with Federal and
• �°�SPN\ PUMP (TYP)
/
PB 1982 PG 1119
* �\ IMPERVIOUS DIKE
/ � °� �P
. •
TRANSPORTATION FIELDSERVIC�S
• Gay
/ .' • . NO
LE 0e •.'
101,
/ #
' • • NO
LE 0
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
G 22
G 2347
/ �
0���
CDZ
G 22
G 2347
� �
FIRE
URBAN FORESTRY
i�
/ CITY OF RALEIGH
/
�Y05
��
DOCUMENT NOT CONSIDERED FINAL
/
DB 14580 PG 1311
UNLESS ALL SIGNATURES COMPLETED
SITE ACCESSIBILITY
PREPARED
IN THE OFFICE OFo
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
im e orn I PHONE:[phone]
EROSION CONTROL
PLANS
(CLEARING AND GRUBBING)
20 40
-'R,")JE:�T.
BLUE RIDGE
ROAD WIDENING
REV. No.:
REVISION:
DATE:
DRAWN BY:
CHECKED BY:
IN�MPLETF' PLAN
DO NOT USE FOR RW ACOUISITION
This document, together with the concepts and designs presented herein, as an instrument of service, is
the specific purpose and client for which it was prepared, Reuse of and imroe
intended only for ppr
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
©2019
JOB NUMBER:
SHEET NUMBER:
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
0 1 1063094
EC- I IA

C
C
i•
N
N
O
� J
GERARD J MUSANTE
DB 12843 PG 2223
i �BMI w PB 2005 PG 2180
C,
REX HOSPITAL INC
DB 12794 PG 637 _ / 61�
PB 2012 PG 6�e /
4Q
c,���
�vB
�RETAIN
/ 41 M0 ��� \
/
DI-401 RETAIN
�� R� EE
/MTL L EM
40 �� IT15"
REMOV ��E 5" HCP 30'T�UNC &G
FAT&T CONC SW Cl /IV 40 41 15 , -
,o TC-EJ
i2 ND
FOUN
ONC SW
DESIGN NOTE: SPREAD / // //� i oLe c�/� ONC C&G �� ,, c co - _
/ -� I B RIDG RD EMOVE
CALCULATIONS ARE BASED UPON / / / / Q/ 5- RCP -IV
CITY OF RALEIGH STANDARDS USING / i 1670J e LIE nE RD
AN ABSOLUTE INTENSITY OF 5.76 // ��° / C/ / / / / I IABLE DT gVED Rc
IN./HR. AND AN ALLOWABLE SPEAD
OF HALF THE TRAVEL LANE ,6 / / / / // , / ' ' Public S rvicge gnl t f C I '
T�Py h . _
' a
NOTE: WHERE "SPILL CURB" IS CALLED 1�9
OUT ON PLANS REFERENCE SPECIAL / — -- --- --
CURB & GUTTER DETAIL 840d01 / / / / — / ° - — _
XIS
S TEST STATION -BST R
— — �1 /
/ O i CB-40I / / / LIEF VALVE \}
UNDERGROUND REGULATOR VAULT
ST
CB
/`°�° F Rx URGENT
/ / �� �� / CARE
v
oC / 0 F s
F
ISTBkKBUS
HTA—BLUE RIDGE, LTC
X \ 0O DB 15695 PG 1477
� F
PB 1984 PG 1152
CB-40I CB-402 CB-403 CB-404 CB-405 /
TOP=472,60' TOP=469,06' TOP=458.76' TOP=447,I6' TOP=445.81'
INV IN=466.46' INV IN=456.26' INV IN=442.66' INV IN=44I.29'
INV OUT=466,06' INV OUT=452,31' INV OUT=442.34' INV OUT FULL OF DEBRIS
DI-401 DI-402 F
TOP=467°17' TOP=456.26' TOP=467,73' TOP=469,63' TOP=446.37' TOP=45I,77'
INV OUT=464,32' INV OUT=449,24' INV IN=462.78' INV IN=463.37'
INV IN=462,74' INV IN=462,88'
INV OUT=462,68' INV OUT=462,7I'
PREPARED IN THE OFFICE OFo
INC LICENSE #F-0102 EROSION
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: R 421 FAYETTEVILLE STREET, SUITE 600
This document, together with the concepts and designs presented herein, as an instrument of service, is RALEIGH, NORTH CAROLINA 27601 PLANS
intended only for the specific purpose and client for which it was prepared. Reuse of and improper e orn PHONE: [phone]
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2019
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
REX HOSPITAL INC
DB 3910 PG 373
PB 1984 PG 1152
CONTRACTOR TO LOCATE
INLET AND PROVIDE
POSITIVE DRAINAGE
UNSURVEYED OTCB (NOT
FOUND) LOCATION PRODUCED
VIA IMAPS2007E COUNTY /
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CONTROL 20 0 40
IN�OMPLETEAPLAt�i�
(FINAL) I I DO NOT USE FOR RW
/�Q
6
CONCURRENT REVIEW APPROVAL
C "
I
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This review, andauthorization for construction Is not to
be considered to represent total compliance with all legal requirements for
LS
developproperty
ment and construction. The owner, design consultants, and
c"
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
Omust
7
be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
A A
BUILD G LLC
PUBLIC UTILITIES
DB //I6664
PG 2583
STORMWATER
PA 1985
Pip 2122
PLANNING/ZONING
�i
"\
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
RC J E ' T .
JOB NUMBER:
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:
EC— 12

O
O
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
10" GONG BLOCK
\ RETAINING WALL
\\� KAY W STOCKETT
/ / = DB 00 PG 00
- =PB 1999 PG 292 O
�I +
/ I ad-! I
- coNC�W / \\I 1 \ Wi
o tJ
l�r
� ., X
\ / o" CB-507 '( l04 I 1
III WE TAYLO
_z
-� C &G �5 4 .o 'IIIu II� l UNDERWOOD
�4$�h 4772 PG 1062
-sTAos I l a I I 1 IP 1998 ' G 761
V IABLE W/D yIP�V DROADWZ7
®
C 0 S H- 5 0 4
C NC SW SSMH-505 //
2STBKD
C 0 N C __-3W
O
BENJAMIN F MEEKS
DB 8515 PG 2162
PB 1998 PG 761
MELISSA B MIZELLE
DB 12153 PG 328
PB 1998 PG 761
BENTLEY RIDGE
TOWNHOMES
=:I aRInIIII■wall I' ��
BROWNSTONES AT
BENTLEY RIDGE
O
N
a
BLUE RIDGE COMMONS
OFFICE CONDO
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INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
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REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
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INC LICENSE #F-0102
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STREET, SUITE 600 PLANS (FINAL)
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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 SERVIC�S
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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 SERVIC�S
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STORMWATER
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FIRE
URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
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PJ,_IE
NC LICENS EVF O 102 E STREET, SUITE 600 EROSION CONTROL I�T�UMPLETE PLA�i
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REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
This document, together- with the concepts and designs presented herein, as an instrument of service, is PHONE:[phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper orn
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2019
shall be without liability to Kimley-Horn and Associates, Inc, BER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 20 19 0 1 1063094 EC- 15

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\
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U ISBKD 53+00 -L- RT C-) <IBER
ISBKD HH
Q / O o _
I GREGORY PALMER 55BKD
/ DB 16 816 PG 75 / — .� O� —r CONC
43 PB 1972 PG 201 AB" G I I)\ �� DONALD LANGDON
DB 11994 PG 2625
ISBKD PB 1972 PG 201
5 - C,, I I
4 CONO WILLIAM E ��� D N IP II I \\ \ .
E A �O TA
JUL LS D STROUPE
DB 10855 PG 19 DB 2266 PG 351 o12j,I \ \
PB 1973 PG 471 T NATH BATRA
PB 1973 PG 471 / � I
DB 4920 PG 577 2SBKD A@ II to D I ` @T }
FIRE I —�I B-M Q _
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ALLEN WORD
SANDY C PEELE LILIAN A MEDINA _ CbNC DI �I
DB 4867 PG 375 DB 0 PG 0 52 ��� 0 11l z FIBERS, O DB 2479 PG 22
� R, PH ISBKD PB 1972 PG 201
9 O
PB 1983 PG 22 PB 1983 PG 229 LENA MAE BROWND GOGGLE z o p I
FIBER I�
DB 2022 PG 18 HH I
� I I
PB 1971 PG 289
ISBKD I I I 60.001 �.
SSMH-801 SSMH-802 SSMH-803
TOP=397,43' TOP=386,98' :OLOC 82.07
INV OUT=377,39' INV OUT=381°03'
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN TFE OFFICE 0_
i e Horn
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2019
tLLLIN D I—IVIVIrJVIv I \
DB 14944 PG 1062-----
PB 1972 PG 201 O ----
EROSION CONTROL
PLANS (FINAL)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20 0 40
INT OMPIXTE PLAN
DO NOT USE FOR RW ACQUISITION
(5D
SUSAN M KEARNEY
DB PG
PB PG
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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
P _ ,_IE 17T:
BLUE RIDGE ROAD WIDENING
JOB NUMBER: SHEET NUMBER:
0 1 1063094 EC- 16

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67
Ss ANDREW B /
II BARTHOLOMEW MOHAN TAVORATH
II f GLENLAKE SOUTH MASTER DB 13340 PG 1877 DB 16875 PG 183
\ OWNERS ASSOCIATION INC PB 1989 PG 25 PB 2005 PG 2384
III DB 15618 PG 2286
III PB 2008 PG 1274
6 " DIP,
II 2SBKD CITY OF RALEIGH\�
GLENLAKE
roWNHoMEs
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CARLTON SOUAR \I �- - - - - \ \ \\ \\\\ JEFFREY MUKAMALG 65, / 2 �„c� 16280 PG 1523
\� -\c \II \\ \ / / / i,o i \ DB 16875 PG 183 \
PB 2005 PG 2384
HOMEOWNERS ASS I� \\\ / DB 16244 PG 2399 // l/� \ \ 2005 PG 2384
DB 10815 PG 1197 I' I \ \\ \\\\\ \\ + PB 2007 PG 929 THOMAS C WALTON DI-904\DI
PB 1996 PG 343111 , 1���DB 16483 PG 1824 \\ PB 2007 PG 929 / 2°5SBKD r72" WD I / — \2,5SBKD /o / PILL C - o° -90 • \ W1p S\ FTq�H ,5SBKDETAIN o �STA +00 -L '° /\ ON� / )/o // 2.5SBKDADJUST CB I j/ OUGLAS EDGETO
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I \ \ \ \ s \ \ < / ) > \ L Co c/ _ - ` - E DETAIL 7 2„No}o} �\ PB 2005 PG 238
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V\\V�N18" RCP � � A
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ENTERPRISES INC \\\ \ \\ II \� �\ - - - _ A b +22 PEE 2� \ - - L-ILT� Q /
B 16676 PG 687 \\ \ \ \\ \ \�\� - GLENLAKE SOUTH' VASTEB - � � coNc sW � \ o9r _ co\ c • \ � \ \ v D90� � r 60° TL \ v -' o o ��oo � /
_ -o a� 77
\ \\ \ \\ \ \\ \ 0WNMR� ASS�CIA IOVINC�•
\ \ \\\ \ \ F \ . • -� ` wo�Ds T / GI ANNI PELLEGRINO
DB 156+8 P-G 2286 B-F �.. � �
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CD � o� VA , �� o�\ o ISFD/ JENNIFER L RAKOWSKI DB 12485 PG 2262V�o 72 - \ - - - \�\ o° �Q
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DI-901� N �� AA A �Q�� oho V BRICK — — — — — — — Rq NgOE F 2 WD -
REMOV o \\ \ \� \ — F gSEM \ AUSTIN
\\ 2 \ \ 8 y ENT WALL
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\ \ \ FRET WALL -
C� \\�\\� \ BST AKBAR M ALI \ \e C o �V
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o\\ \ �'� \"' \� / PB 1974 PG 139 \ \ -ZV
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\ ISBKD - ' - �\ \ `'\\ — �SMN 902 \ O 76 \ I Q
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15"" - ' 15"RCP IV - Ln \ \ I STEPHEN B LITTLE SFD
6> RCP -IV \\ \ \\ ROBERT A HIGH
ETAMIW& GR �N�\ \ \\\\ j /\ CONd y� \ \F DB 3759 PG 821 DB 56 PG 15
�DJUST MH STEP c`s \ \� \\\ i �l \ \ \ PB 1980 PG 14 PB 1980 PG 14 78
90 \ \\ \\/ /\\� \e \ AL J ITEGOFF
DB 1676 P 0- -
60 \� / \��\ coNc \ \ PB 1980 PG 14
SFD ss
/ \ �� \ off\ \ \
JAMES M MORTON \ � �\ \\ �� \ / ��\\ I \ F CONCURRENT REVIEW APPROVAL
DB 8952 PG 1190 CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PB 1986 PG 1407 \\OZ �0� \ y/ \� f \ Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction Is not to
\\\0 \ \ \ be considered to represent total compliance with all legal requirements for
--GR ' �� \ �o o" I \�\ development and construction. The property owner, design consultants, and
/ ° / \ �� � CB-901 C B-902 \ \ contractors are each responsible for compliance with all applicable City, State and
/ TOP=374.96' TOP =375.05'
GQNN�\\ C �Q / Federal laws. This specfic authorization below is not a permit, nor shall it be
yL\> \ - INV OUT=371,98' INV OUT- ,17' \
LT 2 / INV OUT-37,G8' construed to permit any violation of City, State or Federal Law. All Construction
6 ° w D �� \ must be in accordance with all Local, State, and Federal Rules and Regulations.
�RR TIE `��\\ � ��
59 / ISFD o
SUSAN M KEARNEY \\
DB PG \\
PB PG s\ ss
LEWIS J CLARKE ��\\
DB 15978 PG 2239 \\
PB 1986 PG 1407 \\ SSMH
\\ TOP=37I°19'
NV I11=364°61'
PREPARED IN THE OFFICE OFo
■
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper im e orn
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
3SMH-901
S1DMH-902
TOP=378,05'
TOP=375,14'
TRANSPORTATION FIELDSERVIC�S
INV IN=373,18'
INV IN=370,22'
INV OUT=373.12'
INV OUT=367°81'
PUBLIC UTILITIES
TOP=377°86'
TOP=378,37'
TOP=374,43'
STORMWATER
NV IN=371,08'
INV IN=374,34'
INV
IN=371,63'
INV OUT=370°78'
INV OUT=374°14'
INV
OUT=371,19'
PLANNING/ZONING
DI-901
DI-902
DI-903
DI-904
TOP-374°93'
FIRE
TOP=358,93'
TOP=378,30' TOP=373,75' INV IN=369°08'
INV IN=376°55'
INV IN=370,69'
INV
INV
IN=355,91'
INV OUT=369,00'
URBAN FORESTRY
INV OUT=376,43'
INV OUT=370,67'
INV
UT,76'
O=3
uT 55,63'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE ACCESSIBILITY
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION CONTROL
PLANS (FINAL)
20 40
w�ompLETL PLANO
DO NOT USE FOR RW ACOUISITION
-'R 'iJEIT.
BLUE RIDGE ROAD WIDENING
JOB NUMBER: SHEET NUMBER:
0 11063094 EC- 17

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OWNERS ASSOCIATION INC
DB 15618 PG 2286
PB 2005 PG 2384
ROGER P CORNER
DB 15568 PG 222
PB 2005 PG 2384
MARK G ATKINSON
nR gr,22 Pr; I?F?
I
MICHAEL R DOYL
DB 16759 PG 82�
PB 1956 PG 4
1NSTAiTA.79+30
L TEMP RARY D17
STRAWITH NET
-L- TO 80+
Iyn4 rj IJ4j /
�-� NATHAN TYSON
�jl
1 DB 207 PG 242
N PB 2016 PG 1661 CB-1001 CB-1003
2SFD � TOP=361,60' TOP=361,97'
Z � INV OUT=359,49' INV OUT=358.36'
x 2SBKD CB-1002 CB-1004
JASON MOSS x--1 Z
TOP=361,81' TOP=363.87'
INV IN=359.36' INV IN=357.07'
4516 PG 2234 THOMAS S BOWEN INV OUT=359.32' INV OUT=356.92'
50.00' DB 8444 PG 1535
1967 PG 265 PB 1967 PG 265
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
co
n
PREPARED IN THE OFFICE OFo
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION
PLANS
CONTROL
(FINAL)
SSMH-1001
TOP=360.57'
INV OUT=355.50'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20 40
*OmPLETL PLANO
DO NOT USE FOR RW ACQUISITION
INSTALL TEMPORARY
RO K SILT CHECK TYPE
A ITH I.5' WEIR
H IGHT (TYP)
TEMPORARY DITCH LINER
ET
TA.10+00 TO 10+90 (RT)
JOB NUMBER:
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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:
EC- 18

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DB 7516 PG 504
HOLLY LANE CONDOMINIUM
G�\
MICHAEL W DOSS
DB 3515 PG 1 [15"RCP-IV
PB 1983 PG 15�
72" WD W/ 16"X16"-
BR COLUMNS
INSTALL TEMPORARY DITCH LINER �
Sl GLE LAYER FIBERGLASS ROVING
/
- - ST A. 84+25 TO 85 +20 (RT) 'o
72" WD W/ 16"X16"���
BRICK COLUMNS
0
0
0
M
SPECIAL LATERAL 'V'
J
DITCH SEE DETAIL 2 S Z
95 INSTALL CHECK -3 Z \ / / 15" RCP -IV
DAMS .-
40' SPACING 15" �CP o, ��■ / AD ST M.H. 1113
RAE H JAREMA MTL LT
DB 0 PG 0 INSTALL TEMPORARY DITCH LINER o y / oo�o\�\ / / / 35B ArT MARSHALL PARK HILLCREST RALEIGH 4T CRABTREE LLC
PB 1983 PG 1574 JUTE NET RE T SYSTEM W&ODS / /� APARTMENTS DB 16078 PG 2084
-L- S/ A.85+20 TO 85+80 (RT) m / ��o �o ���� / / PB 1987 PG 28
TIE DITCH TO
CASEY A CHAMPION 15" RCP INVERT
DB 15459 PG 366
PB 1983 PG 1574
CHRISTOPHER A JONES /
\ DB 15376 PG 2085
PB 1985985 PG 829
JOLENE B MCGEHEE
DB 0 PG 0
PB 1984 PG 1404
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
INV N=32OPN-32 I-3'
5.58'
INV OUT=325,57'
a
TOP=326,22'
INV IN=324.12'
SSMH INV OUT=324.02'
70P=314.47'
/ \ /
i
CITY OF RAL,EI
DB 2 91 PG 5�4
DB 1978, P�62
SSMH-1101
TOP=328,11'
INV IN-320,96'
INV OUT-320,82'
SSMH-1102
TOP-326,91'
INV IN=319,71'
INV OUT=319.61'
SIMPSON WOODFIELD
MARSHALL PARK LLC
DB 14860 PG 1311
PB 2012 PG 1279
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I PREPARED IN THE OFFICE OFo I I I I PROJECT-
■
INC LICENSE #F-0102
Kimley))Horn, 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION
PLANS
CONTROL
(FINAL)
20 40
*OmPLETL PLANO
DO NOT USE FOR RW ACQUISITION
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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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
JOB NUMBER: ISHEET NUMBER:
0 1 1063094
EC- 19

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LAKESIDE 1217
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CRP/DRP HOEWOOD OWNER, LLC <1215 ADJUST CB \ \��Q \\ IBP TIC OWNER, EEC Q
DB 17005 PG 487 / PP TIC OWNER, EEC
PB 2018 PG 70 RETAIN \\\ \ OO DB 16313 PG 822
121a CB-F y, PB 20IJ PG 476
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l04 REMOVE CB
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HUGH WHITE JR
PHILIP J EOWDEN \ ARO AT
DB 2984 PG 631 DB 2060 PG 244 �,� / / a CRABTREE
10 12" CONC BLOCK
DESIGN NOTE: "SURVEYED" AREA AROUND CRABTREE _ ` / / 0 RETAINING WALL �
LAKESIDE IS REPRODUCED FROM SITE PLANS, \ o / \ 10 3SBKAPT {3
AREA IS STILL UNDER DEVELOPMENT AND INVERTS \ 5" RCP -IV \0 n
HAVE NOT BEEN OBTRAINED ON STORM SYSTEM / °' ° / CB-F �,o
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DITCH LINER 20 RETAI DI 15" RCP -IV \ \P / / / / /'` G 3 ' \ ` \�� \ / \
JUTE ET � M y S s
L S A. 92-+40 TO 1209 CONVERT CB TO W/MH \ E �a !y \ \ ��
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SOIL �� / F l �f 22
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SEE DETAIL 3 oo \\ \ O
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- •P _ - \ �� —1 - - o {\ \\ \ \ \ ' EST. 10 S.Y. GFD
\\ �� \ - o \ ' CONC OUTLET PAD
Wr G DIMENSIONS: /
CONVERT DI 1231 \\\ \ WIDTH AT PIPE OUTLET-3'
CONC TO JB W/MH B-1207 \ ISBK WIDTH
AT APRON ENI
2SBKD LENGT6 / RIPRAP PAD AT OUTLET
EST. 2 TO CL-B RIPRAP 48" MTL
�\ EST.7 S.Y. D BM8 CARPORT
1TLET PAD DIMENSIONS: 12" CONC BLOCK Q 10" CONC BLOCK
WWttDDTH AT PI OUTLET =2.5' RETAINING WALL RETAINING WALL III
WIDTH AT APRON END=7.5' I Q
APRON LENGTH=5' 0) L 24" CONC C&G
PAUL E CASTELLOE
RY K15" RCP -IV I \ / DB 11257 PC 1018
(TYP) Q PB 1996 PG 444
105 MARSHALL PARK I12
I10
HILLCREST RALEIGH APARTMENTS \
AT CRABTREE EEC SSMH-1201 CB- DI-1201 PAUL E CONCURRENT REVIEW APPROVAL
TOP-306 70' CASTEEEOE
HILLCREST
DB 16644 PG 616 TOP-317,30'
INV IN=312.70'
TOP=300,02' -
INV OUT=293.10' INV OUT=304.45'
CITY OFRALEIGH- PLANSAUTHORIZEDFORCONSTRUCTION
DB 13022 PG 2701
Plans for the proposed use have been reviewed for general compliance with
RALEIGH
PB 1980 PG 46 INV oUT-312°65'
CB-1202
applicable codes. This limited review, and authorization for construction Is not to
SSMH-1202
TOP=289,89'
PB 1996 PC 444
\
be considered to represent total compliance with all legal requirements for
l07TOP=314.79'
' INV OUT=282.17
DI-1202
TOP=303,90'
development and construction. The property owner, design consultants, and
INV IN=309.17'
CB-1203
INV IN=298.90'
109
contractors are each responsible for compliance with all applicable City, State and
INV OUT=309,09'
TOP-277.08'
INV OUT=298.55'
Federal laws. This specific authorization below is not a permit, nor shall it be
HILLCREST
RALEIGH
INV IN=269,85'
SIMPSON WOODFIELD MARSHALL PARK EEC
construed to permit any violation of City, state or Federal Law. All Construction
AT
CRABTREE
LLC
SSMH-1203
TOP=310,70'
INV OUT=269,48'
-
DI-1203
DB 14860 PG 1304
must be in accordance with all Local, State, and Federal Rules and Regulations.
DB
16644 PG
616
INV IN=303°17'
INV OUT=303.10'
CB-1204
TOP=268,91'
TOP=297.46'
INV IN=288.70'
PB 2012 PG 919
TRANSPORTATION FIELDSERVIC.
PB
1980 PG
46
INV IN=265,31'
INV IN=288.51'
SSMH-1204
INV OUT=265,21'
INV OUT=287.94'
PUBLIC UTILITIES
TOP=305,82'
INV IN-299,64
CB-1205
STORMWATER
l00
INV OUT=299,53'
TOP=261.56'
INV IN=258.41'
SSMH-1205
INV OUT=258.26'
PLANNING/ZONING
HILLCREST RALEIGH
AT
CRABTREE EEC
TOP=280.36'
CB-1206
DB 16078
PG
2084
INV IN=276.46'
INV IN=276,86'
TOP-286,91'
FIRE
PB 1987
PG
28
INV OUT=276.36'
INV IN=283,08'
URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE ACCESSIBILITY
PREPARED IN THE OFFICE OFo -'F "j E:�T.
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
4C LICENSE VILLE STREET, SUITE 600 EROSION CONTROL i>lv���r� �>,A 2 0 40 BLUE RIDGE ROAD WIDENING
This document, together with the concepts and designs presented herein, aRALEIGH, NORTH CAROLINA 27601 PLANS (FINAL) DO NOT USE FOR RW ACOUISITIONs an instrument of service, is PHONE:[phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper im e ))Horn I
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2019
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2019 0 1 1063094 EC-20

O
O
041
N
\
N
n
• _ �� E N CLASS-/ RIPRAP NO EMP
cB-13o5 DITCH LINER NEEDED.
END NOT SPECIAL LATERAL 5 BASE DITCh
�r E� FOUND S
SS �pS INV OU T=21,82 EST. 60TAIL 6
TONS Cl RIPRAP
/ - S 17 f/ / B-1301 EST. 150 S.Y. GFD
G�CB-EST.40 CY DDE
RICKEY G PG 19 S o P INV IN- 44. TOPI 2 6
DB 15073 PG 93 2 INV OUT4244414' INV OUT=222,19'
CONTRACTOR TO PB 1982 PG 1119 P / /
OF R LOCATE 15" HDPE CROSS CB-1302 DI-1301 CONCURRENT REVIEW APPROVAL
/ L(( PIPE AND REPLACE IF TOP=246.51' TOP-230,68'
� LENGTH IS INADEQUATE INV IN=243.01' INV IN=226,38' CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
NV OUT=242,66'
/ Ao INV IN=225,85'
SSMH-1308 INV 0HT=225.70' Plans for the proposed use have been reviewed for general compliance with
INV IN= 6,15' applicable codes. This limited review, and lancewith
authorization forconstruction
require Is not to
F. INV IN=214,55' CB-1303 be considered to represent total compliance with all legal requirements for
INV I1\1=217,75' O7,22' development and construction. The property owner, design consultants, and
INV ININV LJ
=212,67' NV OUT=232,77' 118
115 INV OUT-22,65' contractors are each responsible for compliance with all applicable City, State and
CB-1304 Federal laws. This specific authorization below is not a permit, nor shall it be
CITY OF RALEIGH / /SSMH-1306 SSMH-I 4.1 SSMH-I309 INV OUT-229,37' CRABTREE R I LLC must
apedanceany with
on of City, State orFederal
ulesan Regll ulations.
BEGIN CONSTRUCTION DB 14580 PG 1311 INV IN2219 89' INV IN2413338' INV IN=220.36' DB 8140 PG 2250 must in accordance with allLocal, State, and Federal Rules and Regulations.
-Gl - POT Sta. 10+10°34 = PB 2008 PG 2347 / INV OUT=217.67' INV OUT-213,33' INV OUT-220,26' PB 1996 PG 160 TRANSPORTATION FIELDSERVIC�S
-G2- PC Sta° 10+10.34 PUBLIC UTILITIES
SSMH-I303
TOP=228o05' STORM WATER
NV IN=213,83'
INV OUT-213.75'
117 SSMH-1301 PLANNING/ZONING
TOP=234.40' SSMH-1304(LOCKED)
BRE LO INV IN=226,40' TOP=223.68' FIRE
PROPERTIES, LLC NV F-130? 6.25'
SSMH-I302 SSMH-I305 URBAN FORESTRY
DB 11859 PG 1154 INV IN-222 1 INV IN2215 87' DOCUMENT NOT CONSIDERED FINAL
PB 1996 PG 160 INV OUT221'9452' INV IN=214,36' UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
INV OUT=214.25'
PREPARED IN THE OFFICE OFo ­R,"iJE:�T.
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
4C LICENSE VILLE STREET, SUITE 600 EROSION CONTROL i�v ���r� �>,A 2 0 40 BLUE RIDGE ROAD WIDENING
This document, together with the concepts and designs presented herein, aRALEIGH, NORTH CAROLINA 27601 PLANS (FINAL) DO NOT USE FOR RW ACOUISITIONs an instrument of service, is PHONE:[phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper im e ))Horn I
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2019
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2019 0 1 1063094 EC-2
/ y
/ / TOP- 2 4 2O'\- / /23!
// / / _� = 21 ��" J Q)
C N\�
14
/
Q C B INSTALL CHECK DAMS 3 8 Xll RCBC / / / / /C
TOP-277.00'= IO SPACING (BUR ED I') / // / / / C) I / // j�
INV our-256.05' SKEy� = 45°./�' /
O LINE PROP DITCH IT4 CONCRETE. k SEE SHEET
—
NO TEMP DITCH L/ ER ,)NEEDED. O , CULVERTSlC
REDUS INC ` O 1' I i ITCHI
M
ARO AT LAND LLc RSA / s�� / / // /_ /
CRABTREE DB 13954 PG 160 T = ���� i
PB 2013 PG 476 i �/ — _
/_FEs1�� /i /�� / CRABTREE VILLAGE PROPERTY
I Nil 23 �' � � � / / / / � / Y \ /
--OL IE�5 ASSOCIATION INC / \
CONCRETE DITC�i 7, ///// / - __—_— �_�_ /�i �// / / / DB 16280 P6 779
SEE DETAIL 12=2 ��/r///1'/// /-- �� / / PB 203 P 476 /
7 _
T- / _ _
D 0 — � / / /220
COLLAR & EXTEND 130 �
/ r
CONIC ZO
48
Ln i/ / �Z 2 SEES NOTE 5
1211 c ��;: LOCK % SSE � � /
RETAIN G WALL �/ / / // j/ / / / / / S �� BZ / SEE/,DETAILD0 BASE DITCF�
�/ EST. 13 TONS-CL�RIP
�5 / SEE NOTE 5 / SST. �5 S.Y �5
N / 0/1
RC�C�SlGE}r / — — — — — — - — _ — — m
/ o SHEEN -EC—
`�ii 33\/ \ ��IO" CONIC BLOC �� ==JS�CRE� —33 r _ 1S
— — HOUSE
JS�— -
215.72' — — — — 18" RCP -IV
0 0 _ _ — - / / — to �S_is
/ dETAIN " RCP�69 — — —--Or
13 — '( ((r­-�1" , - " \ 141 7:�-�7� 7 �4 I I -
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vile
L-Li- Pq - — _
T - — — ----
- -- F-F I T /W Q
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-- — —T — — CAP/T ���rHEENWAY-
'r • C G 1 1 R AI N T 4 --- -
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BL E RI GE D —• -. -•• •--------- -----
• ' ' = C -G B-G 13 o BLUE RlD ' •001308 PIPE FULL B° .o o000O�6
Q V AB Wl TH AVG� RO WAY _ • r r RC -IV 1 'RCP -IV o �° -F 1 " _I 00000� P C - — o = G
- - - - - - - -- _ m
— .. — .. VARIABLE WlD H PAVFD RO! N i V
8 � T — ° o �� CB-F 2 0 -- — — — _ _3 _ - - - -- -a — T R/
E IST R/W REM VE 32 L.F. -rn
- __
IN=239.62' OF 1 "RCP T 0'N WW o LARDS -----I REM V '
J -
n
133
/ _ — - -- TIC
LLTTtt� V=2 1.63 /
o— _ taI RCP- I IV
i / / - /
Tr
O MIN. DEPTH 2GI-A
�5 /i SSTONE DEPTH MIN. DEPTH 13 - _ R VE- —
// I� ' 3GI TYPE A ISBKBUS 3GI TYPE A / \ SEE DETAIL 2D-2 /
SEE DETAIL 2D-2 SEE DETAIL 2D-2 BSTR AIN COINI� Niv�
_ I 13 E
BACKFILL EXISTING
GRADE TO DITCH TO TOP OF 2GI
DRAIN 1
TO DRAIN (ELEV. 224.7')
/1 \ SEE XSC 111+50 1
�S� , �� A BACKFILL�A N4�NED CB-1305 FILL TO B.O.0
STREAM' D T N % SSMH-1305 LUNG CANCER / TO DRAIN INTPAR�
INITIATIVE OF (SEE SC 1ING 02E T.)
NORTH CAROLINA FILL SLOPE
��' ♦ i 'V �,� RETAIN CURB
C / J / / / g5� S H-1306 BM9
SUMMIT
/ 3 ' RCP -IV PARK
1318 OTCB-3 LINE PROP DITCH WITH
(8" OPENINGS)
MARSHAL
MEMORI L
K
CITY OF RAIL
DB 13247 PG 22 9
PB 2008 PG 2347
SSMH(LOCKED)
TOP=226,87'
4o
V\j

CULVERT #1
TWO BARRELS (8'X8')
O
O
01
N
\
N
O
MATCHLINE -Y21- STA 13+50
(SEE INSET 9T HI S SHEET)
CRABTREE R ILLC�
DB 8140 PG 2250I I
PB 1996 PG 160 1 1
- - - INV=208,22'
-INV=207,93'
\- - - INV=207,90'
6" WD RETAINING WALL
MCDONALDS CORPORATION
DB 6467 PG 503
CB-1403 4
Ij LI
\OZ
SUMMIT
n
PARK CnCn
� MICHAEL J \
119 R/W VARIES EDWARDS
CRABTREE FAIRFIELD LLC DB 11551 PG 1469
DB 7179 PG 493 PB 2014 PG 1187
PB 1996 PG 160
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
SAMUEL LONGIOTTI
DB 3236 PG 313
PB 1994 PG 1416
CVM HOLDINGS LLC
DB 9356 PG 1451
PB 1994 PG 1416
BST \\
TELEPHONE FIBER-GONB-Ull
ATTAEHEQ TO BRIDGE
-CON-C-
X Ay
OIZ-r-Sty- - 11
_-SE,7T--2L�08=-
- - - -_-
-
- BST
14" CONC WW
E-Xl( XWN= Lt�ZZ�
SS
6" CONIC
8" TC CURB
Ss )
®
SS - - - - - - - - - - I / /S FO-
SS 30 DIP CRABTREE VIEW FL
PREPARED IN THE OFFICE OFo
"SSMH SSMH
TOP=233,30' TOP=232,99'
NV IN=223,00' INV INV UTOUT==09.
INV OUT=222,'0' 49'
EXIST R/W
\ '- 12" BRICK RETAINING WALL
30" CONIC C&G
CB-1401
CB-1402
TOP=230.77'
TOP=234,40'
INV OUT=23O,63'
CB-1403
CB-1404
TOP=232,70'
TOP=237e39'
INV IN-228,95'
INV OUT-231,79'
INV OUT=228,60'
SSMH-1401
SSMH-1402
SSMH-1403
TOP=229,53'
TOP=230,51'
TOP=232,36'
INV I1\1=212,28'
INV
IN-211,91'
INV I1\1=222,76'
INV OUT=212,18'
INV
IN-209,71'
INV IN=221,29'
INV
OUT=209,51'
INV OUT=221,24'
SSMH-1404
SSMH-1405
SSMH-1406
SSMH-1407
TOP-237o77'
TOP-224,24'
TOP=223,06'
TOP=225,53'
INV OUT=224,84'
INV
IN=211,14'
INV IN=211,76'
INV
IN=218,33'
INV
IN=211,04'
INV OUT=211,66'
INV
IN-217,33'
NV
IN=210,54'
INV OUT-211,61'
INV
OUT=217,13'
INV
OUT=209,69'
INV OUT=211,31'
INV IN=227,87'
INV OUT=227,77'
NC LICENSE #F-0102 EROSION CONTROL
421 FAYEEIGH, NORTH
STREET, SUITE 600 PLANS (FINAL)
im e orn, RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
NORTH
EAST
ELEV.
CUL1
759390,61
2095859.53
210.02
CUL2
759387,56
2095866.86
210.03
CUL3
759386.91
2095868.28
209,98
CUL4
759384.01
2095875.47
210.13
CE1
759388,10
2095866.24
217,42
HW1
759387.69
2095867.67
219®26
CRABTREE VILLAGE PROPERTY I
OWNERS ASSOCIATION INC
114 DB 16280 PG 779 V)
PB 2013 PG 476
LT LTD\
III \
IF
WV OUT=219,50'
TOP=222,90'
II I h O
/ K
DIP
I II ► I III INV=219,49'
I I 18" RCP ,-
,1
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®SSMH-IjOIL1 I SS I \I - B - - - - - - - 96" CMP -
�2 96 CMP -
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CON C
UNDERGROUND STORM BOX
LOCATION IS APPROX
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00 10" icoN W I j I
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MA (SEE THIS SHEET)
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 SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
-'R 'iJE:T.
w�OmPLETL PLANO 20 40 BLUE RIDGE ROAD WIDENING
DO NOT USE FOR RW ACQUISITION
JOB NUMBER: SHEET NUMBER:
7
011063094 EC-22

GRASS -LINED CHANNELS (6d30)
0
0
041
N
N
O
LAND GRADING (6002)
CONSTRUCTION SPECIFICATIONS
1. Construct and maintain all erosion and sedimentation control practices and
measures in accordance with the approved sedimentation control plan and
construction schedule,
2. Remove good topsoil from areas to be graded and filled, and preserve
it for use in finishing the grading of all critical areas.
3. Scarify areas to be topsoiled to a minimum depth of 2 inches before
placing topsoil.
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or
other objectionable material that would affect the planned stability of the fill,
5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps,
building debris, and other materials inappropriate for constructing stable fills.
6. Place all fill in layers not to exceed 9 inches in thickness, and compact
the layers as required to reduce erosion, slippage, settlement, or other
related problems,
7. Do not incorporate frozen material or soft or highly compressible
materials into fill slopes.
8. Do not place fill on a frozen foundation, due to possible subsidence and
slippage.
9. Keep diversions and other water conveyance measures free of sediment
during all phases of development.
/0. Handle seeps or springs encountered during construction in accordance
with approved methods.
ll. Permanently stabilize all graded areas immediately after final grading is
completed on each area in the grading plan per NFDES Soil Stabilization
Timefromes.
12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and
make sure they are adequately protected from erosion. Include final
stabilization of these areas in the plan.
MAINTENANCE
Periodically check all graded areas and the supporting erosion and
sedimentation control practices, especially after heavy rainfalls, Promptly
remove all sediment from diversion and other water -disposal practices. if
washouts or breaks occur, repair them immediately. Prompt
maintenance of small eroded areas before they become significant gullies
is an essential part of an effective erosion and sedimentation control plan.
Note. Limit disturbances to the length that can be stabilized at the end of
the work day.
MAINTENANCE FLAN
I. The Contractor shall check all erosion and sediment control practices for stability
and operation following every runoff producing rainfall but in no case less than
once every week. Any needed repairs will be made immediately by the Contractor
to maintain all practices as designed. Also per National Pollutant Discharge
Elimination System (NFDES) general stormwater permit, a rain gauge must be
installed on site. The rain gauge must be kept onsite and inspections by the
Contractor must be made and logged after every one inch of rainfall and once
a week.
2. The Contractor shall remove sediment from erosion control devices when storage
capacity has been approximately 50% filled. Gravel will be cleaned or replaced
when the sediment pools no longer drains properly.
3. The Contractor shall remove sediment from behind silt fence when it becomes 0.5
feet deep at the fence. Silt fence will be repaired as necessary to maintain a
barrier.
4. The Contractor shall fertilize, reseed as necessary, and mulch all seeded areas
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover,
5. The angle for graded slopes and fills shall be no greater than the angle
that can be retained by vegetative cover or other adequate erosion -control
devices or structures. In any event, slopes left exposed will, within 7 or
14 calendar days of completion of any phase of grading, be planted or
otherwise provided with temporary ground cover, devises or structures
sufficient to restrain erosion. Permanent groundcover will be provided
for all disturbed areas within l5 working days or no more than 90
calendar days (whichever is shorter) following completion of construction.
6. The City of Raleigh contact is Reuben Moore, F.E., [phone].
CONSTRUCTION SEQUENCE
CONSTRUCTION SPECIFICATIONS
la Hold preconstruction conference at least one week prior to starting construction
and invite City of Raleigh Stormwoter Inspection Coordinator, In addition, contact
the NCDEQ Land Quality Section Raleigh office. The NCDEO LOS contact number
is [phone].
2. Flag the work limits for protection.
3. Prior to any land disturbing (including demolition) activities, install silt/tree
protection fence, construction entrance, storm drain inlet protection, and all other
erosion control devices.
4. In accordance with the erosion control plans, graderoadway, install storm drain system, and
place inlet protection as shown on plans. Place additional erosion control matting and
stabilize 2.1 slopes as indicated. Modify silt fence placement as necessary throughout
the duration of the project.
5. Complete final grading of roads and sidewalks. Call City of Raleigh for Final Inspections
as needed.
6. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed
and mulch.
7. All graded areas will be seeded, fertilized and mulched according to NCDOT
specifications to maintain a vigorous, dense, vegetative cover within 7 to 14 days
or sooner of completion of any phase of grading. Refer to the latest NFDES
Rules dated August 20// for more information on ground stabilization
requirements. In summary, perimeter dikes, swales, ditches, slopes steeper than
3./, and high quality (HOW) zones should be stabilized within 7 days. All other
areas and slopes shall be stabilized within 14 days. if work on the project
ceases for more than the above mentioned length of time, all disturbed areas
shall have temporary vegetative ground cover established and erosion control
devices maintained.
8. All erosion and sediment control practices will be inspected weekly and
after rainfall events. Needed repairs will be made immediately.
9. Estimated time before final stabilization is 24 months.
/0. AFTER SITE IS STABILIZED, construction entrances, and construction staging
and material area stockpile areas, and all other erosion control devices shall be
removed, restored as existing, and permanently vegetated as described in the
maintenance and vegetative plan.
Contractor must receive permission by project inspector before any measures are
removed.
MAINTENANCE
Follow the construction sequence throughout prof ect devel opment.W hen changes in construction
activities are needed, amend the sequence schedule in advance to maintain management control
The Sedimentation Pollution Control Act was amended in 2006 to require that persons
responsible for land -disturbing activities inspect a project of ter each phase of the project to
make sure that the approved erosion and sedimentation control plan is being followed.
Rules detailing the documentation of these inspections took effect October 1, 2010. The
self -inspection program is separate from the weekly self -monitoring program of the
NFDES Stormwater Permit for Construction Activities,
The focus of the self -inspection report is the installation/maintenance of erosion and
sedimentation control measures according to the approved plan. The inspections must be
conducted after each phase of the project, and continue until permanent ground cover is
established in accordance with NCGS Il3A 54.1 and 15A NCAC 4B.0131.
If the same person conducts the land -disturbing activi y & any related borrow or waste
activity, the related borrow or waste activity shall constitute part of the land -disturbing
activity unless the borrow or waste activity is regulated under the Mining Act of 1971,
or is a landfill regulated by the Division of Waste Management. if the land -disturbing activity
and any related borrow or waste activity are not conducted by the same person, they shall be
considered separate land -disturbing activities and must be permitted either through the
Sedimentation Pollution Control Act as a one -use borrow site or through the Mining Act.
The Self -Inspection Report form is available as a Word Document and PDF from at
http.//portGl.ncdenr.org/web/lr/erosion, if you have questions or cannot access the form,
please contact NCDEO Land Quality Section at [phone].
NOTE: EROSION CONTROL REVIEW AND INSPECTION
WILL BE ADDRESSED BY NCDEQ LAND QUALITY
SECTION, NOT THE CITY OF RALEIGH
RIP RAP (6015)
CONSTRUCTION SPECIFICATIONS
Subgrode Preparation - Prepare the subgrade for riprap and filter to the required lines and grades shown on the plans. Compact any fill required in the subgrade to a density
approximating that of the surrounding undisturbed material or overfill depressions with riprap. Remove brush, trees, stumps and other objectional material. Cut the subgrade
deep that the finished grade of the riprap will be at the elevation of the surrounding area. Channels should be excavated sufficiently to allow placement of the riprap in a
manner such that the finished inside dimensions and grade of the riprap meet design specifications.
Sand and gravel filter blanket - Place the filter blanket immediately after the ground foundation is prepared. For gravel, spread filter stone in a uniform layer to the specified
depth. Where more than one layer of filter material is used, spread the layers with minimal mixing.
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation. Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along the overlap.
Bury the upstream end of the cloth a minimum of 12 inches below ground and where necessary, bur the lower end of the cloth or overlap with the next section as required.
Take care not to damage the cloth when placing riprap. If damage occurs remove the riprap and repa r the sheet by adding another layer of filter material with a minimum overlap
of 12 inches around the damaged area. if extensive damage is suspected, remove and replace the entire sheet.
Where large stones are used or machine placement is difficult, a 4-inch layer of fine gravel or sand may be needed to protect the filter cloth.
The finished slope should be free of pockets of small stone or clusters of large stones. Hand placing may be necessary to achieve the proper distribution of stone sizes to produce
a relatively smooth, uniform surface. The finished gradeof the riprap should blend with the surrounding area. No overfall or protrusion of riprap should be apparent.
RIP RAP MAINTENANCE
Inspect channels of regular intervals as well as of ter major rains, and make repairs promptly. Give special attention to the outlet and inlet sections and other points where concentrated
flow enters. Carefully check stability at road crossings and look for indications of piping, scour holes, or bank failures. Make repairs immediately. Maintain all vegetation adjacent
to the channel in a healthy, vigorous condition to protect the area from erosion and scour during out -of -bank flow. Control of weed and brush growth may be needed in some locations.
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
CONSTRUCTION SPECIFICATIONS
I. Remove all trees, brush, stumps, and other objectionable material from the foundation area and dispose of properly.
2. Excavate the channel and shape it to neat lines and dimensions shown on the plans plus o 0.2-ft overcut around the
channel perimeter to allow for bulking during seedbed preparations and sod buildup.
3. Remove and properly dispose of all excess soil so that surface water may enter the channel freely.
4. The procedure used to establish gross in the channel will depend upon the severity of the conditions and selection of
species. Protect the channel with mulch or a temporary liner sufficient to withstand anticipated velocities during the
establishment period.
CONSTRUCTION SPECIFICATIONS
MATERIALS
Determine whether the quality and quantity of available topsoil justifies selective
handling. Quality topsoil has the following characteristics.
Texture - loam, sandy loam, and silt loam are best; sandy clay loam, silty clay
loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic
soils such as peat or muck as topsoil.
Organic matter content (sometimes referred to as "humic matter") should be
greater than l.57 by weight.
Acidity pH should be greater than 3.6 before liming, and liming is required if
it is less than 6.0.
Soluble salts - should be less than 500 ppm.
Sodium - sodium adsorption ratio should be less than 12.
The depth of material meeting the above qualifications should be at least 2 inches.
Soil factors such as rock fragments, slope, depth to water table, and layer
thickness affect the ease of excavation and spreading of topsoil.
Generally, the upper part of the soil, which is richest in organic matter, is most
desirable; however, material excavated from deeper layers may be worth storing
if it meets the other criteria listed above.
Organic soils such as mucks and peaks do not make good topsoil. They can be
identified by their extremely light weight when dry.
STRIPPING
Strip topsoil only from those areas that will be disturbed by excavation, filling,
roodbuilding, or compaction by equipment. A 4 to 6-inch stripping depth is common,
but depth varies depending on the site. Determine depth of stripping by taking
soil cores at several locations within each area to be stripped. Topsoil depth
generally varies along a gradient from hilltop to toe of the slope. Put sediment
basins, diversions, and other controls into place before stripping,
STOCKPILING
Select stockpile location to avoid slopes and natural drainageways, avoiding
traffic routes. On large sites, respreading is easier and more economical when
topsoil is stockpiled in small piles located near areas where they will be used.
All stockpile areas used shall be stabilized with silt fence and seeded per the
latest NFDES rules.
Sediment barriers - Use sediment fences or other barriers where necessary to
retain sediment.
Temporary seeding - Protect topsoil stockpiles by temporarily seeding per the
latest NFDES rules.
Permanent vegetation - if stockpiles will not be used within 12 months they must
be stabilized with permanent vegetation to control erosion and weed growth,
T OPSOI LI NG (6004)
SITE PREPARATION
MAINTENANCE
During the establishment period, check gross -lined channels after
every rainfall. After grass is established, periodically check the
channel, check it after every heavy roinfoll event. Immediately
make repairs. It is particularly important to check the channel
outlet and all road crossings for bank stability and evidence of
piping or scour holes. Remove all significant sediment accumulations
to maintain the designed carrying capacity. Keep the grass in o
healthy, vigorous condition at all tlmes, since it is the primary
erosion protection for the channel.
Before spreading topsoil, establish erosion and sedimentation control practices such as diversions, berms,
dikes, waterways, and sediment basins.
Grading - Maintain grades on the areas to be topsoiled according to the approved plan and do not alter
them by adding topsoil.
Liming of subsoil Where the pH of the existing subsoil is 6.0 or less, or the soil is composed of heavy clays,
incorporate agricultural limestone in amounts recommended by soil tests or specified for the seeding mixture
to be used. Incorporate lime to a depth of at least 2 inches by disking.
Roughening - Immediately prior to spreading the topsoil. loosen the subgrade by disking or scarifying to a depth
of at least 4 inches, to ensure bonding of the topsoil and subsoil, if no amendments have been incorporated,
loosen the soil to a depth of at least 6 inches before spreading topsoil,
SPREADING TOPSOIL
Do not spread topsoil while it is frozen or muddy or when subgrade is wet or frozen. Correct any irregularities in
the surface that result from topsoiling or other operations to prevent the formation of depressions or water pockets.
Compact the topsoil enough to ensure good contact with the underlying soil, but avoid excessive compaction,
as it increases runoff and inhibits seed germination. Light packing with a roller is recommended where
high -maintenance turf is to be established.
On slopes and areas that will not be mowed, the surface may be left rough after spreading topsoil. A disk may be
used to promote bonding at the interface between topsoil and subsoil.
After topsoil application, follow procedure for seedbed preparation, taking care to avoid excessive mixing of
topsoil into the subsoil.
The NCGOI permit became effective on April 1, 2019 and added the following notes to the construction sequence.
1. Erosion and Sediment Control (E&SC) permit and a certificate of coverage must be obtained before any land
disturbing activities occur. The COC can be obtained by filling out the electronic Notice of Intent (e-NOl) form at
deq.nc.gov/ NCGOI. Flease note, the e-NO1 form may be only be filled out once the plans have been approved. A
copy of the E&SC permit, the COC, and a hard copy of the plan must be kept on site, preferably in a permits box,
and accessible during inspection.
2. When the project is complete, the permittees shall contact DEMLR to close out the E&SC Plan, After DEMLR
informs the permittee of the project close out, via inspection report, the permittee shall visit deq.nc.gov/ NCGOI to
submit an electronic Notice of Termination (e-NOT), A $/00 annual general permit fee will be charged until the
e -NOT has been filled out.
3. The Inspection, Recordkeeping, and Reporting Flan sheet must be added to the plans. A pdf and an AutoCAD
version are located at deq.nc.gov/ NCGOI. Flease note that any construction activities that have an ES&C Flan
approved on or after April 1, 2019 are required to fill out and submit an electronic Notice of Intent (e-NOI) form,
All construction activities are required to follow the new NCGOI permit regardless of when they are approved.
VEGETATIVE PLAN (NCDENR ball )
SEEDING SCHEDULE
Shoulders, Side Ditches, Slopes (3.0
Date
Type
Planting Rote
Aug. l5-Novo l
Tall Fescue
250 lbs./acre
Nov. l-Mar. l
Tall Fescue
250 lbs./acre
& Abruzzi Rye
25 lbs./acre
Mar. l-Apra l5
Tall Fescue
250 lbs./acre
Apr. 15-Jun.l5
Hulled Common Bermudagrass
12 lbs./acre
Juno 15 -Aug. l5
Tall Fescue
250 lbs./acre
& Browntop Millet
35 lbs./acre
or Sorghum -Sudan Hybrids ...
30 lbs./acre
Slopes (3;l to 2.1)
Mar. l-Jun. l
Sericea Lespedeza (scarified)
50 lbs./acre
and
(Mar. l-Apr.15)
Add Tall Fescue
250 lbs./acre
(Mar. /-Jun. 30)
or Add Weeping Lovegross
5 lbs./acre
(Mar. l-Jun. 30)
or Add Hulled Common Bermudagrass
8 lbs./acre
Jun. l-Sep.l
Tall Fescue ...
250 lbs./acre
& Browntop Millet
35 lbs./acre
or Sorghum -Sudan Hybrids ...
30 lbs./acre
Sep. l-Moro 1
Sericea Lespedeza
(unhulled-unscarified)
70 lbs./acre
& Tall Fescue
250 lbs./acre
(Nov. l -Moro 0
Add Abruzzi Rye
25 lbs./acre
Consult Conservation Engineer or Soil Conservation Service
for additional information concerning other alternatives
for
vegetation of denuded areas. The above vegetation rates
are
those which do well under local conditions. other seeding
rate
combinations are possible.
"" Temporary
- Reseed according to optimum season for
desired permanent vegetation. Do not allow temporary cover to
grow over 12 inches
in height before mowing, otherwise,
fescue
may be shaded out.
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION CONTROL
DETAILS
SEEDING SPECIFICATIONS
0
After rough grading is completed, till soil in areas to be
7) Temporary cover
seeded and planted to a depth of six inches.
/.0 lbs. brown top millet/1000 sq. ft. May
2)
Apply agricultural lime, fertilizer, and superphosphate to
through August 25.
disturbed areas to be vegetated.
-OR -
l35 lbs. limestone/1000 sq. ft. (3 tons/acre) or based on soils
/.0 lbs. annual ryegrass/1000 sq. ft. August 25
test
through April,
35 lbs.10-10-10 fertilizer/1000 sq. ft. (1500 lbs/acre)
Maintenance Requirements: Refertilize if
40 lbs. 507 superphosphate/1000 sq. ft. (1750 lbs/acre)
growth is not fully adequate. Reseed,
3)
Disk nutrients into soil to a depth of six inches until
refertilize, and mulch immediately
surface is uniform and free of large dirt clods.
following erosion or other damage.
4)
Seeding permanent grass.
5.0 lbs. KY -5/ tall fescue/1000 sq. ft. 050 lbs./acre) during
February 15 through May l5 or August 15 through
November 15.
-OR -
3.0 lbs. KY -5/ tall fescue and 2.0 lbs. annual ryegrass/1000
sq. ft. during November l5 through February 15.
5)
Mulch seeded area with small grain straw at 90 1bs/1000
sq. ft. (2 tons/acre). Spread uniformly. Approximately/2
of ground surface should be visible to avoid blocking
CONCU RRE NT REVI EW AP PROVAL
sunlight to seedlings. On areas where the ground
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
surface equals or exceeds a 3.1 slope, and in the inverts
Plans for the proposed use have been reviewed for general compliance with
of all drainage swol es tack mulch with asphalt t emulsion
v
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
at a rate of 450 gallons emulsion per acre of straw.
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
6)
Mulch around shubbery and trees with pine straw to depth
Federal laws. This t:ry specific oath°rof City, btate is ed a permit, nor C shall it be
construed to permit any violation of City, State or Federal law. All Construction
of 3 inches.
mustbe in accordance with all Local,State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PRELIMINARY PLil
DO NOT USE FOR CONSTRUCTION
NOT TO SCALE
_'R"JJE: T.
JOB NUMBER:
URBAN FORESTRY
SITE ACCESSIBILITI
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:
EC-23

CONSTRUCTION SPECIFICATIONS FOR CONSTRUCTION ENTRANCE (NCDEQ):
CONSTRUCTION ENTRANCE MAINTENANCE (NCDEQ):
0
0
Es
M�
ra
N
N
O
1. Clear the entrance and exit area of all vegetation, roots, and other objectionable material and properly grade it.
2. Place the stone to the specific grade and dimensions shown on the plans, and smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable outlet.
4. Use geotextile fabrics because they improve stability of the foundation in locations subject to seepage or high water table
5. Use 2-3" coarse aggregate base course or larger.
6. Payment shall be made at the contract unit price per ton "Incidental Stone Base."
NCDEQ REQUIRES 100' MIN.
50' MIN.
AND SUFFICIENT TO KEEP
0 SEDIMENT ON SITE NOTES:
o
O
00000 00 0 0 0 0 0 0o 0 0 000 00 00 00 1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
} o0 00000 00 00000 oo0O0�00 0o0 000000 0
Q 0 000 00 0 0 000 0 0 BOOB 00 CONSTRUCTION ENTRANCE IS USED.
000 000000 0 00o0 25' OR FULL WIDTH
Q 0 p0 0000 0 3" - 4" STONE TO BE USED Oo OF PROPOSED STREET 2. IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELING
O o 0000 0 00 00
Of 00000 0 ( SURGE STONE OR 0 OR ENTRANCE, OVER THE STONE, THEN THE TIRES OF THE
z 0O000000 RAILROAD BALAST) 0 0 0 WHICHEVER IS VEHICLE MUST BE WASHED BEFORE ENTERING THE
000000000000 0000 GREATER. PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION
000 000 0 0 0 0 0 0 00 0 o ENTRANCE EXTENDED.
wo0000 BOOB BOOB 00 0 0 0 0 0 0 0 0 0000 000000
0000 000 o00 0 00000000000 00000 00O
000 0
00 ',
PLAN '
SILT FENCE (SEE NOTE 1)
NEW CONSTRUCTION
EXISTING ROADWAY 35' MIN. 15' MIN.
o0 000 0 0 000
00 0 00
0000000 00000 00
0000000 00000 0 0o 0 00000000 0 000000o000000 I I 12"MIN.
A 6" IN. 00000000000000000000OO00000000000000000000p0
m o 0 0 000 00O 0 0 0 00 CPO 00 0 00 0 0 0 00 0 000 0 0 0 0
o �oa0ool—_ I�
n y y FABRIC UNDER STONE
MAINTENANCE:
O ADD ADDITIONAL STONE AND "FLUFF" TOP
Z � CROSS SECTION DRESSING WITH 2" STONE.
Oz c- SEE N.C. DEC) EROSION and SEDIMENT
O m o r CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
z o x PLANNING CONSIDERATION & DESIGN CRITERIA.
O
n
r
m
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
i
SILT BAG STREAM BANK
EXISTING TERRAIN
SILT BAG SLEEVE
FL
0 0 000 BOOB 0 0�0000�0000000000000 II
PUMP DISCHARGE '
15.0' TO 20.0' ,
TIE DOWN STRAP
FILTRATION GEOTEXTILE
8" OF SEDIMENT CONTROL STONE
NOTES:
1. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE. MAINTENANCE FOR SILT BAG (NCDEQ):
Inspect inlet pipe and bag for damage and blockage.
2. PROVIDE STABILIZED OUTLET TO STREAM BANK. Replace bag when 3/4 full of sediment. Provide a
sufficient quantity of bags to contain silt from
3. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS pumped effluent during construction.
DIRECTED. A SUFFICIENT NUMBER OF PALLETS MUST BE PROVIDED
TO ELEVATE THE ENTIRE SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
m
4. THE SIZE AND NUMBER OF SILT BAGS SHOULD BE BASED ON THE
z DEWATERING PUMP AND MANUFACTURER RECOMMENDATIONS.
Cn
5. TIGHTLY SECURE THE PUMP DISCHARGE TO THE SILT BAG SLEEVE WITH A
n y y STRAP OR SIMILAR DEVICE TO PREVENT WATER/SEDIMENT FROM LEAKING
WITHOUT TREATMENT.
O
♦w �VV 6. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE SILT
VI BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE
r BAG FILLS WITHIN SEDIMENT, REDUCE THE PUMP RATE.
IV W � M
O^y 7. REPLACE THE SILT BAG WHEN ONE HALF (1/2) FULL OF SEDIMENT.
O h� 8. SILT BAG DEVICE MUST BE _a 50FT FROM THE TOP OF THE STREAM BANK
AND WATER MUST BE DISCHARGED IN A DIFFUSE MANNER.
NOT TO SCALE
m
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN TFE OFFICE 0-
• INC LICENSE #F-0102
Ki ley )) 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
MAINTENANCE FOR CONCRETE WASHOUT STRUCTURE (NCDECI
The concrete washout structures shall be maintained when the liquid and/or solid
reaches 75% of the structures capacity.
EROSION CONTROL
DETAILS
Maintain the stone pad in a condition to prevent mud or sediment from leaving the construction site. This
may require periodic topdressing with 2-inch stone. After each rainfall, inspect any structure used to trap
sediment and clean it out as necessary. Immediately remove all objectionable materials spilled, washed, or
tracked onto public roadways.
CONSTRUCTION ENTRANCE INSTALLATION (NCDEQ):
Avoid curves in public roads and steep slopes. Remove all vegetation and other objectionable material from
the foundation area. Grade and crown foundation for positive drainage.
If the slope toward the road exceeds 2%, construct a ridge, 6 to 8 inches high with 3:1 side slopes, across the
foundation approximately 15 feet from the entrance to divert runoff away from the public road.
(Id
1i I
N-
N�
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREMMINAI-Y PLANI
DO NOT USE FOR CONSTRUCTION N O T TO SCALE
='RI0-1ECT.
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 Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
URBAN FORESTRY
SITE
BLUE RIDGE ROAD WIDENING
JOB NUMBER: 011063094 SHEET NUMBER:
EC-24

0
0
ra
N
N
O
STEEL POST
WOVEN WIRE FABRIC
0
N 5" FILL SLOPE
MIN
GRADE
_' ICI-11
g"
MIN
111 II MIN SILT FENCE GEOTEXTILE FABRIC
1=
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS SIDE VIEW
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
PLASTIC OR
/ WIRE TIES
MIN. 10 GA. x MIN. 12-1/2 GA.
LINE WIRES INTERMEDIATE
WIRES
A SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP GRADE
IIIII=IIIII =IIIII-IIIII=IIIII=IIIII=IIIII=IIIII=IIIII-IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII =IIIII=I1' ',
� = IIIII = IIIII '
v� 0-4 IIIII IIIII
y H = FRONT VIEW =
� IIIII = IIIII ''
m � r 0 IIIII = IIIII ',
(Ao z ''� -11 IIII IIIII
NOTES:
m t7
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
IV cn � * 2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
�
b-0 C" 3. SEE NC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION
0 m 0 �y SPECIFICATIONS, WHERE PRACTICE APPLIES AND PLANNING
z D z I+I CONSIDERATIONS.
0
m 0 4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED
SLOPES GREATER THAN 10' IN HEIGHT.
2
m
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
SILT FENCE CONSTRUCTION SPECIFICATIONS (NCDEQ):
1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or
polyester, which is certified by the manufacturer or supplier as conforming to
the requirements in ASTM D 6461, which is shown in part In Table 6.62b.
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers
to provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120° F.
2. Ensure that posts for sediment fences are 1.25 lb/linear ft minimum
steel with a minimum length of 5 feet. Make sure that steel posts have
projections to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches.
CONSTRUCTION
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches
above the ground surface. (Higher fences may impound volumes of water
sufficient to cause failure ofthe structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, securely fasten the filter
cloth only at a support post with 4 feet minimum overlap to the next post.
SILT FENCE MAINTENANCE (NCDEQ):
Inspect sediment fences and fence outlets at least once a week and
after each rainfall. Make any required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose
or become ineffective, replace it promptly. Replace hardware cloth every
60 days.
Remove sediment deposits as necessary to provide adequate
storage volume for the next rain and to reduce pressure on the fence.
Take care to avoid undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after the contributing
drainage area has been properly stabilized.
4. Support standard strength filter fabric by wire mesh fastened securely to
upslope side of the posts. Extend the wire mesh support to the bottom of
the trench. Fasten the wire reinforcement, then fabric on the upslope side of
the fence post. Wire or plastic zip ties should have minimum 50 pound tensile
strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 feet
apart. Support posts should be driven securely into the ground a minimum of
24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require wire
mesh support fence. Securely fasten the filter fabric directly to posts. Wire or
plastic zip ties should have minimum 50 pound tensile strength.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along
the proposed line ofposts and upslope from the barrier (Figure 6.62a).
8. Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
1.33 LB/LF STEEL POST
-WOVEN WIRE FABRIC
ORANGE UV RESISTENT SILT
FENCE GEOTEXTILE FABRIC
of I FILL SLOPE
MINIMUM COVER
SKIRT
ANCHOR SKIRT AS
DIRECTED BY ENGINEER **
FOR REPAIR OF SILT FENCE FAILURES
USE SILT FENCE OUTLET DETAIL
* ANCHOR SKIRT FOLLOWING SKIRT TRENCH
REQUIREMENTS, PER NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL FIGURE 6.62A (6.62.5). SKIRT MUST
BE TRENCHED IN, AT A MINIMUM, 8"
VERTICALLY AND 4" HORIZONTALLY.
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
INSET: SIDE VIEW (NCDEQ APPROVED)
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN TFE OFFICE 0_
NCDEQ REQUESTED REVISION TO SILT FENCE OUTLET DETAIL:
Contractor to use hardware cloth in place of burlap on all silt fence outlets.
SILT FENCE OUTLET MAINTENANCE (NCDEQ):
Inspect sediment fences and fence outlets at least once a week and after each rainfall. Make any required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly. Replace hardware cloth every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce pressure on the fence. Take care to avoid undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been properly stabilized.
■
NC LICENSE #F-0102
Ki ley )) 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
SILT FENCE J-HOOK PLACEMENT
J-HOOK
P /
(AS NEEDED)
V�
J-HOOK
NOTE. USE SILT FENCE J-HOOK PLACEMENT AS NEEDED
TO DIRECT RUN-OFF TO SILT FENCE OUTLETS AND
PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCE.
EROSION CONTROL
DETAILS
iiIiIIIETAL STAKE
• LrLL • VJ• J •J• •"v,LSI
ADJACENTLY AND BIND AT
TOP WITH WIRE.
NOTE: SEE SILT FENCE FOR MAINTENANCE REQUIREMENTS
SILT FENCE DETAIL ON SHEET EC -IL
J -HOOK DETAIL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREMMINAI-Y PLAN1
DO NOT USE FOR CONSTRUCTION
NOT TO SCALE
'RI0-1ECT.
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 Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
PUBLIC UTILITIES
STORMWATER_
PLANNING/ZONIN
FIRE
URBAN FORESTRY
SITE ACCESSIBILITI
BLUE RIDGE ROAD WIDENING
JOB NUMBER: 011063094 SHEET NUMBER:
EC-25

0
0
is
N
N
O
SECTION VIEW
�4' MAX
STANDARD METAL POSTS
(MINIMUM LENGTH 5')
2'-0" IN GROUND
GALVANIZED HARDWARE WIRE
HARDWARE WIRE
EXTENDS TO THE TOP OF BOX.
�- (19 GUAGE, 1/4" MESH OPENINGS.)
it
#57 WASHED STONE
2'
16"o
COO 000
6
00
00 og
o
g000
o�
o
hL
0
O
0 0 0
0
o
o
o
6"-8" 00 o
o
0 0
°g§ o �c6
000
.°O 6
0 00 2: 1
2' BURY IN f O°O
oo Oo � �00OO pOo 0 00 0 o�
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PLACED AGAINST HARDWARE
m
WIRE TO A HEIGHT OF
16" MIN. ABOVE TOP OF BOX.
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y
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D
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O
STANDARD CATCH BASIN YARD INLET PROTECTION MAINTENANCE (NCDEQ):
o
o
Inspect the fabric barrier after each rain and make repairs as needed.
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t7
Remove sediment from the pool area as necessary to provide adequate storage volume for the
Nn
M
r
next rain. Take care not to damage or undercut the fabric during sediment removal.
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SEE N.C. DEQ EROSION and SEDIMENT
m
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CONTROL PLANNING and DESIGN MANUAL
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FOR CONDITIONS WHERE PRACTICE APPLIES;
O
DRAINAGE AREA = <1 ACRE (MAXIMUM).
PLANNING CONSIDERATION & DESIGN CRITERIA.
z
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o
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
m
i
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
4. NOT TO BE USED FOR SEDIMENT STORAGE
OR ON ROADWAYS OPEN TO PUBLIC TRAFFIC.
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'I'MIN.
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DEWATERING
CONCRETEBLOCK
0000 0000o QO000 0 BOOB g�o 00 0 0 000p
O�ooO�op o°M4 O p O O O o O 0 o Ooo ooO
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00o OOO��Q0 O ° 0 0 0,02)(T) op o oO
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q o � ° o O0 0 °o� o po 0 0 0 000 0 000 o
o(� 00 0 0 0 B CDo po
o V 0MM00 0 0 0000 0 0 0 o Q 6' O
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WIRE SCREEN
DEWATERING
16"
0
_
0°°o
0 °o
C,
°�
coo",
DROP INLET
W/ GRATE
000 °
BLOCK AND GRAVEL DROP INLET PROTECTION MAINTENANCE (NCDEQ):
Remove sediment from the pool area as necessary to provide adequate storage volume for the
next rain. Take care not to damage the inlet protection device during sediment removal.
7-
BURY BOTTOM
OF PLYWOOD
I
NOTES:
ALL PARTIALLY COMPLETED STORM DRAINS
SHALL BE PROTECTED AT THE END OF EACH DAY
IN ACCORDANCE WITH THESE DETAILS.
I
J I C
(TY
I
I I
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0 0
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WASHED STONE FILTER
ACROSS PIPE INLET
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STORM DRAIN
0
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0
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pI D
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3/4" EXTERIOR
PLYWOOD
PLYWOOD INLET PROTECTION
)TREAM END OF
ARM DRAIN
0
D
D o
D
0
HARDWARE CLOTH
OVERFLOW
1/3 PIPE
DIAMETER
OVERFLOW
1/3 PIPE
p DIAMETER
D
STONE FILTER INLET PROTECTION
M r
MAINTENANCE NOTES FOR UNDER CONSTRUCTION PIPE INLET PROTECTION (NCDEQ):
O Cn
;
INSPECT STANDARD PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
C"
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE PLYWOOD COLLAPSE, BREAK, OR BECOME INEFFECTIVE,
N
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x
REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE FUNCTION FOR
y
=
z
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE INLET PROTECTION MEASURE. TAKE CARE TO AVOID
UNDERMINING THE INLET PROTECTION MEASURE DURING CLEANOUT. REMOVE ALL INLET PROTECTION
z
o
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
n
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
------------------------------------------------------------------------------
M
■
INC LICENSE #F-0102
Ki ley )) 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION CONTROL
DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREMMINAI-Y PLAN1
DO NOT USE FOR CONSTRUCTION
NOT TO SCALE
'RIOJECT.
JOB NUMBER:
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 Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
URBAN FORESTRY
SITE ACCESSIBILITI
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:
EC-26

O
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I
M(3)
is
N
N
O
3 '
0
LL
F4OW I
\ \ to INVERT CLASS 1 RIP RAP / HEADWALL
���I°o FLOW PIPE
I/ o°o°000
\\ / 00 �o O000 000 0 0 0
O o0 000 0 0 0 0
- \ � //�/o/00000 0000000000000 0 BOOB° i
_ 0000000000000 0 0
#57 WASHED STONE. 1'THICK X THIGH MIN.
— / SFD/MFNT STORAGE AREA
I
MAINTENANCE:
REMOVE SEDIMENT & RESTORE THE SEDIMENT O�
STORAGE AREA TO ITS ORIGINAL DIMENSION
WHEN SEDIMENT HAS ACCUMULATED TO 1/2
DESIGN DEPTH OF THE TRAP.
PLAN VIEW
NOTES:
ANY RIP -RAP DISPLACED FROM IF EXCAVATED STORAGE AREA IS USED AS
THE STONE HORSESHOE MUST TEMPORARY SEDIMENT TRAP, THE DESIGN CRITERIA
BE REPLACED IMMEDIATELY. FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED.
MAX DIA PIPE IS 36"
RIP RAP HEADWALL (1' MIN HEIGHT
m FROM ROAD SHOULDER).
3'51
ONATURAL
O
MINIMU 3'
tioo°o BOOB?y GROUND
F<o� O 000000000 FLOW
Q I— IIII 1.5 IIII— _ =IIIII— FILTER FABRIC
do
Z7 vL'r
1 -1 I I II— IIIII— CLASS 1 RIP -RAP
M O
0 7 d
o y#57 WASHED STONE. 1' MIN THICKNESS.
En
O O r" IGr�I MAINTENANCE FOR ROCK PIPE INLET PROTECTION (NCDEQ):
o x CROSS SECTION Inspect inlet pipe and bag for damage and blockage.
Replace bag when 3/4 full of sediment. Provide a
y sufficient quantity of bags to contain silt from
n pumped effluent during construction.
m
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------{
WOODEN STAKE WITH WATTLE
FILTER FABRIC ANCHORED TO THE TOP 12" MIN DIAMETER WATTLE
OR DITCH LINER
DITCHLINE
12" MIN DIAMETER WATTLE
j WOODEN STAKE FASTENED
D TO WOSODEN TAKE
j\\'01 FILTER FABRIC DITCHLINE
OR DITCH LINER
FLOW
VER
8" FABRIC STAPLE
18" 18"
PROFILE VIEW
NOTES:
1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL.
2. SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE ENGINEER.
3. WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND DROP
INLETS WITH APPROVAL BY THE STORMWATER PROGRAM MANAGER OR DESIGNEE.
4. FOR USE OF WATTLE IN A DITCH, GRADE OF DITCH MUST BE <2.5%.
SECURE PER
EXIST / PROP OPEN
THROAT CATCH TEMP. INLET MANUFACTURER'S
BASIN COVER PROTECTION RECOMMENDATION
m EXISTING
ROADWAY
n EXISTING
o CA y ROADWAY
� Q EXISTING
♦w ABC
VI O D �J
M G
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O f y CURB PROPOSED OPEN
Q Z— L•I THROAT CATCH BASIN
WD� o PLAN W / INLET
INLET PROTECTION - COR BOX CROSS SECTION
O
n '
m
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
NOTES:
1. ENSURE THAT CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
2. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
3. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.
1.5' MIN (SEE NOTE 3)
12" OF NCDOT #5
9" MIN OR #57 WASHED STONE 1.5'
0o�°000— — — — °000°000q�°p°�o°ono°o°o�000 oo� Q Q �Q
0000�A,oO o p°0000a°Oo 000 �U�1J �� (/,' ��'7Q
g°�°a °o°0°°080�$° $o $gO 440 oB�Q�OQ ��i�Q�Q �q 2' MAX AT
0°Oo 0 00°0 ° 00oo$og°oo° oop� o Q iC`
8°° ° °°�`b FILTER CLOTH F�'P° �� ��� CLASS "B" � Tj CENTER
°Q
FILTER CLOTH
4' TO 6'
PLAN VIEW
CROSS-SECTION VIEW
MAINTENANCE:
CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS.
MATTING /
rr� STABILAZATION L = THE DISTANCE SUCH THAT POINTS
°00op A AND B ARE OF EQUAL ELEVATION
O 0°0o Ooo
=
/� °p o o° o 0
°
l l IIII °o° °0000000 A B
m L
> y —IIII-IIII-1111_IIII_I = °oo0op '
�C = III_IIII_ _°oo 00
y top > O PURPOSE: TO REDUCE EROSION IN A CHANNEL BY _IIII —IIII=IIII o IIII
n C7 REDUCING THE VELOCITY OF FLOW.
PROFILE VIEW
N y DO NOT USE CHECK DAM IN INTERMITTENT OR
O D PERENNIAL STREAMS.
z SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
m
---------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
CHECK DAM INSTALLATION NOTE (NCDEQ): CHECK DAM MAINTENANCE (NCDEQ):
Check dams to be installed as indicated on plan or if grade is steeper per plan detail. Inspect check dams and channels for damage after each runoff event.
CHECK DAM CONSTRUCTION SPECIFICATIONS (NCDEQ):
1. Place stone to the lines and dimensions shown in the plan on a filter fabric foundation.
2. Keep the center stone section at least 9 inches below natural ground level where the dam abuts the channel banks.
3. Extend stone at least 1.5 ft beyond the ditch banks to keep overflow water from cutting around the ends of the check dam.
4. Set spacing between dams to assure that the elevation at the top of the lower dam is the same as the toe elevation of the
upper dam.
5. Protect the channel downstream from the lowest check dam, considering that water will flow over and around the dam.
6. Make sure that the channel reach above the most upstream dam is stable.
7. Ensure that channel appurtenances, such as culvert entrances below check dams, are not subject to damage or blockage
from displaced stones.
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2019
COIR FIBER WATTLE
2'(MAX.)
2 IN
MATTING
COIR FIBER WATTLE WITH
POLYACRYLAMIDE (PAM) DETAIL
SLOPE
0 1 ^1idC
See Inset C 2' UPSLOI
•>.Zh•,e,A
< i
.�
ee
.v� ian
ie
.....sal
I
OF PAVEMENT
TURAL GROUND
NATURAL GROUND
2' DOWNSLOPE
CROSS SECTION STAKE
TRAPEZOIDAL DITCH
EROSION CONTROL
DETAILS
FLOW —
Anticipate submergence and deposition above the check dam and erosion from high
flows around the edges of the dam. Correct all damage immediately. If significant
erosion occurs between dams, install a protective riprap liner in that portion of the
channel.
Remove sediment accumulated behind the dams as needed to prevent damage to
channel vegetation, allow the channel to drain through the stone check dam, and
prevent large flows from carrying sediment over the dam. Add stones to dams as
needed to maintain design height and cross section.
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH WATTLE.
INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
(1 OZ.)
AAI■
OZ
A
INSET B (1 OZ.)
TOP VIEW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREMMINAI-Y PL illl
DO NOT USE FOR CONSTRUCTION
NOT TO SCALE
INSET C
PROJECT°
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 Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
PUBLIC UTILITIES
STORMWATER—
PLANNING/ZONIN
FIRE
URBAN FORESTRY
SITE ACCESSIBILITI
BLUE RIDGE ROAD WIDENING
JOB NUMBER: 011063094 SHEET NUMBER:
EC-27

O
O
041
o z
om V o�
< H Q
70 U o _=1TI=1TI— _ _ 1g" EXISTING z _
D H O (MIN.) GROUND o� U
r p �1 III —III —I 1=1—III O H
Hz�=D �, ITI—�— f�lll BACKFILL 0J 0co=z
00Do0 _ ��, ,� �� (/ f�lllll =Z
(mIN.�
„ . QUp TAPLES ON x z WO 0SI--I
• O O H III �IIIIII� ITI—_ 1— 10„ B // I IIII11 ���.�\.�\ ��:'.`'.::- �L�\.�\ L�� 1' CENTERS O Q
G7 = z —lII—III—II —III= 4" / f III_ Q IN TRENCH p CO
D =III=III=11 II � I=11 O
D D II—II1=1 �// -- 10 —III c�
�H I�IIIIIIII 7�IIIIIIIIII N �I>—I
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CA III II I— 11 4 1 II II II r W O
III —III— j� —III—III
\ III —III —I 6" MIN
—III C 6" —ITI—ITI
STAPLE —III ` III=III=1
� I I=1I1=1I I
CHECK II -III -III= MATTING SHALL BE STAPLES ON
MATTING IN DITCHES PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
m DIAGRAM OA
n�-_--------- �z
-1 � I-ITI-1 � I-1 � I-1 11= — _ _ _ _ _ _ _ _ _ O
� — — _ - I I=1 I I=1 I I z Ili
Z = A Staple Check Pattern Q
Z �
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~ O �10 10 � O H
Z D = N
= Z
D p 4" 30' Z
Ij = 13 Staple Q �R
D ^� Check 99 � Z
-- --- � Staple 4 Z
Z ^� 4„ I••I
co H
Z DIAGRAM O _ a
MATTING ON SLOPES DIAGRAM OB Iz
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
SHEET 1 OF 1 SHEET 1 OF 1
NOT TO SCALE
1631.01 1631 .01
6
3'
Staple
N 3,
x
MATTING MAINTENANCE NOTES (NCDEOI:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
SEDIMENT CONTROL STONE
STRUCTURAL STONE
MATTING
PLAN
SECTION A -A
EXCELSIOR
NOTES:
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH ROCK SILT CHECK.
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
INSET A
CLASS B STONES
1' MIN
H = 2' MIN 49
SECTION B-B
PREPARED IN THE OFFICE OFo
EXCELSIOR
MATTING
CLASS B STONE
NOT TO SCALE
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im e orn, RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
SEDIMENT CONTROL STONE
STRUCTURAL STONE
1' MIN
FLOW
BFl�ll
A o°� o°� o° p$ ` o°`� o A
O ° ll
0000`i 0°�di 00° C&- o D°�
O O O p� O O < O O O
o° OOO O 000�i D O � '11,�O O OHO O�
o O °� �00 C. O �O 00 O� O O�
o
O O O O
�00o o
-°-C9�0
B
PLAN
2/3 CHANNEL 1' MIN
WIDTH
12rr
coo H = 2' MINts
'$,
SECTION A -A SECTION B-B
NOTES
USE CLASS B EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
Z
oW
H }
H Q
Q
Z U
LL- J
0 0 �„ =
WQzLL_
Q U O
H
cnHU_O_j
O O cA Q
Z . >
H— H
d O
I W
7
iHEET 1 OF 1
1633.01
TEMPORARY ROCK SILT CHECK TYPE A MAINTENANCE NOTES (NCDEQ):
INSPECT ROCK SILT CHECKS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE ROCK SILT CHECK AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION
OCCURS BETWEEN SILT CHECKS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAROCK SILT CHECKS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE SILT CHECK, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
NOTE: USE INLET TUBES AS NEEDED TO PREVENT SILT AND
---INLET GRATE
LOOPS SIZED FOR
SECURE LIFTING LOOPS TO
DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION.
REBAR, LIFT
LOOPS SIZED FOR
OR UNDER
SURROUNDING
FILTER
FILTER BAG FROM
1" REBAR, USE
- SURFACE.
SEDIMENT TUBE
INLET USING REBAR
REBAR FOR A HANDLE
RE EMPTY FILTER
PIPE OR SILT FENCE
(IF NEEDED)
FOR HANDLES,
SACK AT A
OVERFLOW HOLES O
SEDIMENT
(OPTIONAL)
COLLECTION
LOCATION,
GEOTEXTILE BAG
1/4" BRIGHTLY COLORE
2"X2"X3/4"
NYLON ROPE EXPANSION
RUBBER
Z
RESTRAINT pepT
N\a
BLOCK (TYP)
, I
Fy
L
GUTTER
f '
�
1
1/4" BRIGHTLY
WEIGHTED
<`;,
COLORED NYLON
ELEVATION
VIEW
FILTER SACK INLET SEDIMENT
PROFILE VIEW OF
PROTECTION TUBE
(SEE DETAIL)
ISOMETRIC VIEW
EXPANSION
RESTRAINT
INSTALLED FILTER
SACK
Inlet Tubes
Materials
1,
EMPTY FILTER SACK WHEN BRIGHTLY COLORED
LOW To ODERATE FLOWGEOTEXTILE FABRIC
SPECIFICATION TABLE
Use inlet tubes that exhibit the following properties:
EXPANSION RESTRAINT CAN NO LONGER BE
PROPERTIES
TEST ETHOD
UNITS
Produced by a Manufacturer experienced in sediment tube manufacturing,
SEEN.
GRAB TENSILE STRENGTH
AsT��r� D-4632
3DO Les
Composed of compacted eotextiles, curled excelsior wood, natural coconut
p p g
2.
GEOTEXTILE WILL BE A WOVEN
GRAB TENSILE ELONGATION
PUNCTURE
AST D-4632
AST D-4833
12 %
120 LBS
fibers or hardwood mulch or a mix of these materials enclosed by a flexible
POLYPROPYLENE FABRIC THAT MEETS OR
WI EN BURST
AST M D-3786
800 PSI
nettingmaterial, Do not use straw, straw fiber, strow boles, pine needles or
EXCEEDS REQUIREMENTS IN THE
TRAPEZOID TEAR
UV RESISTANCE
AST M D-4533
AST M D-4355
120 LBS
80 %
leof mulch under this specification, Utilize an outer netting that consists
SPECIFICATIONS TABLE.
APPARENT OPENING SIZE
AST M D-4751
40 US SIEVE
of seamless, hi h-densilpolyethylene holode radable materials treated
g y p g
1
AN OIL ADSORBENT PAD OR PILLOW CAN BE FLOW,RATE
PERITTIVITY
AST M D-4491
ASTM D-4491
40 GALAIN/50 FT
0.55 SEC -1
with ultraviolet stabilizers or a seamless, high -density polyethylene
WHEN OIL SPILLS AREA
PURCHASED H
ODERATE TO HIGH FLO
GEOTEXTILE FABRIC SPECIFICATION TABLE
non -degradable materials,
CONCERN.
PROPERTIES
TEST ETHOD
UNITS
4.
INSPECT PER REGULATORY REQUIREMENTS.
GRAB TENSILE STRENGTH
AST M D-4632
265 LBS
Installation:
5.
THE WIDTH, "W", OF THE FILTER SACK WILL
GRAB TENSILE ELONGATION
PUNCTURE
AST M D-4632
AST D-4833
20 %
135 LBS
Install inlet tubes lying flat on the round, with no gaps between the
y g g g p
MATCH THE INSIDE WIDTH OF THE GRATED
MULLEN BURST
AST M D-3786
420 PSI
underlying surface and the inlet tube.
INLET BOX,
TRAPEZOID TEAR
UV RESISTANCE
AST M D-4533
AST M D-4355
45 LBS
90 %
6.
THE DEPTH, "D", OF THE FILTER SACK WILL
APPARENT OPENING SIZE
AST M D-4751
20 US SIEVE
Inspection and Maintenance:
BE BETWEEN 18 INCHES AND 36 INCHES.
Fi RATE
PERMITTIVITY
AST M D-4491
ASTM D-4491
200 GALAIN/SO FT
1,5 SEC -1 �
Inlet tubes may be temporarily moved during construction as needed,
7.
THE LENGTH, "L", OF THE FILTER SACK WILL
Replace inlet tubes damaged during installation as directed by the
MATCH THE INSIDE LENGTH OF THE GRATED
Inspector or Manufacturers Representative at the contractor's expense.
INLET BOX,
SPECIAL INLET PROTECTION
NOT TO SCALE
EROSION CONTROL
DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PRELIMINAkY PLAN1 I
DO NOT USE FOR CONSTRUCTION
NOT TO SCALE
_'F''_!� IE; T.
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 Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
URBAN FORESTRY,
SITE ACCESSIBILITI
BLUE RIDGE ROAD WIDENING
JOB NUMBER: ISHEET NUMBER:
0 1 1063094
EC-28

O
O
N
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O
•
•
•
• G1
-
• • •
1 •
F
OR CALCULATION PURPOSES
00 ..
►t1
In M
2 X I 1 �� • V �� • \ ■
t��1�_t1i1� ii�
> PLAN
T PLAN
• GEOTEXTILE
'�►it�'►it�'r''
�►fi�y.�►�;�
SECTION A -A
-1 PIPE OUTLET WITH DITCH
H= RIP RAP TO
Iri � •r,'I � •bl � •GI � •r', —
���������������r�������
OP
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS PIPE
OUTLET WITHOUTDITCH
OUTLET
W/DITCH
OUTLET
W/0 DITCH
D
CLASS 'B' R:[P RAP
CLASS I RIP RAP
CLASS 'B' RIP RAP
CLASS I RIP RAP
TONS
TEX �2 LE
S.Y.
TONS
TEX TYI LE
TONS
TEXTd2 LE
S.Y.
TONS
TEXTi2 LE
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
18"
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30"
8
21
21
11
22
5
16
11
7
17
36"
11
28
29
15
30
7
22
16
10
23
42"
15
37
39
20
39
10
28
22
13
30
72"
-
-
102
57
104
-
-
64
38
78
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOTES:
DIMENSIONS d & w AND LINER TO BE
DETERMINED BY ENGINEER.
2' MIN.
III
R
COMPACT EXCAVATED MATERIAL,
'` '''''"`"
3,ss(
VAR. SEED & MULCH AFTER
_%'•':'''
MIN —II I O'�F
2'- 10' CONSTRUCTION OF DITCH
�I ;II IIII
• ' � •
00
=IIIII IIIII—IIIII IIIII—IIIII-
�=IIIII—IIIII=IIIII—IIIII=IIII
—IIIII '07 w \�•�'_
I IIIII M Z� IIIIIIIIIIEE Ii IIIII
IIIII—II''
II
IIIII IIIIIIIIIIIIIIIIIIII=
IIII-IIIII
IIIIII—IIIII IIIII- ''
IIIII IIIII IIIII i— d LINER
CROSS SECTIONAL VIEW
m
0
o
�
y
m
MAINTENANCE:
zt
0
1. REMOVE SILT WHEN DITCH IS 1/2 FULL.
m
oil
2. STABILIZE IMMEDIATELY UPON CONSTRUCTION
0
C
AND PRIOR TO SITE INSPECTION APPROVAL.
O
0
N
Fwl
=
y
O
n
m
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
■
NC LICENSE #F-0102
Kimley))Hornll 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
Alignment
Station
RT/LT
Structure Number
Rip Rap Class
Rip Rap (Tons)
Pipe Diameter (IN)
Length of Apron (FT)
Width of Apron at Pipe Outlet (FT)
Width of Apron at End of Apon (FT)
Filter Fabric (SY)
L
38+05
LT
616
B
3
18
6
3
9
10
L
87+00
LT
1114
B
2
18
6
3
9
7
L
94+80
RT
1202
B
2
15
5
2.5
7.5
7
L
1103+701
RT
1 1227
1 B
1 3
i 18
i 6
i 3
9
10
EROSION CONTROL
DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PULIMINAkY PLAN1
DO NOT USE FOR CONSTRUCTION
NOT TO SCALE
-'R'iJE: T.
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
mast be in accordance with all Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
PUBLIC UTILITIES
STORMWATER—
PLANNING/ZONIN
FIRE
URBAN FORESTRY,
SITE ACCESSIBILITI
BLUE RIDGE ROAD WIDENING
JOB NUMBER: 011063094 SHEET NUMBER:
EC-29

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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
equired Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
(HQW) Zones
7
None
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
14
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
-10 days for Falls Lake Watershed unless
14
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the
problem has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1• Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2• Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3• Contain liquid wastes in a controlled area.
4• Containment must be labeled, sized and placed appropriately for the needs of site.
5• Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in
high foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
CONE
0 LOW
(-SANDBAGS (TYP.) SOIL
0 0 OR STAPLES
10 MIL
SILT FENCE LASTISIDE SLOP LIRINGC SANDBAGS (TYR.)
n (NP) OR STAPLES
0 0
00 C0 00
A
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS (TYP.)
ORG STAPLES
10 MIL
HCIOHHESIVE &
PLASTIC LINING
LOW FILTRATION
1
1:1 SIDE SLOP
SOIL BERM
oz
OSECTION
B-B
6
SANDBAGS (TYP.) NOTES
OR STAPLES 1. ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.) 2. THE CONCRETE WASHOUT
WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
REV. Nc.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION CONTROL
DETAILS
EFFECTIVE: 04/01/19
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PRELIMINARY PLANI
DO NOT USE FOR CONSTRUCTION
NOT TO SCALE
_'R'iJE: T.
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 SERVi
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
URBAN FORESTRY
SITE ACCESSIBI
BLUE RIDGE ROAD WIDENING
JOB NUMBER: 011063094 SHEET NUMBER:
EC-3O

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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The
following items pertaining to the E&SC plan shall be documented in the manner described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
to
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
REV. No.e I REVISION: DATEe DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION CONTROL
DETAILS
EFFECTIVE: 04/01/19
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PRELIMINAll PLANI
DO NOT USE FOR CONSTRUCTION
NOT TO SCALE
_'R'iJE: T.
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 SERVi
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
URBAN FORESTRY
SITE ACCESSIBI
BLUE RIDGE ROAD WIDENING
JCB NUMBER: 011063094 SHEET NUMBER:
EC-3 I