20200349 Ver 3_12_Blue Ridge_EC_Plans_Rev3_full-size_NO REV CLOUDS_20220823

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Project Description . 0
pProject#E$-2018-04 involves roadway widening,sidewalk,and mulTipath
improvements on Blue Ridge Road (SR 1670)in Raleigh,North Carolina. C/
The Blue Ridge Road Widening Project will extend from The intersection
with Duraleigh Road (SR 1664)northeast towards the intersection with
Crabtree Valley Avenue.Approximately 21.00 acres will be disturbed
during the construction of this project.
N
The pro located hkunty in Raleigh,NC.The project
will begi ject is n of the inters within Wan with Dure Coaleigh Road `SR 1664)northeast O /1
towards the intersection with Crabtree Valley Avenue.($ee Vicinity Map). n �\ CONCURRENT REVIEW APPROVAL
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Site Description
CITY Of RALEIGM PLAINS AUTHORIZED FOR CONSTRUCTION
or the proposal use nave—rem I Ip,a FNI mmp-M,with
The site is generally flat To rolling Current land use in the area is mixed residential, O Ppnrae Cade..mamm�ea r<a<w,.na.pmoHunm rorra.:n,.nio.eem to
° V commercial,office,and office park along Blue Ridge Road (SR 1670).Drainage ' e.-d—ro rw,e.em roil wp,pll.ze with.n IM.l,.a.nemepN m,
from The project site makes its way Through a series of ditches and storm drains and aev.bpmem ena mnsVuglw.The plp wno,dalsn.onr�n.�r.,.m
Mflows into existing House Creek and Crabtree Creek.Proposed pipes have been sized 0 O wpo-.nprr,rewmre.wrolme l«rothpll.�pe wm.n.pplN.on arv,sere wa
per.NCDOT Hydraulic Standards,while existing ditches were dibzed where possible F.a.,a l.ws.mi.Ipemn.uMorvunpn demw i.we.pe,mB,nor.h.o n x
� wp,Wvee m pehpu.m wwoiop m aw,smm o,FNera Inw.nil wp.vthaiw
to
minimize the impact to existing land use and adjacent property owners.House IMPERVIOUS SURFACES IN l/ —1B,m.thpmw.eweh.nLp,.l,vue.nd Rmer.l Rwe.I.d Rwm.awr.
O Creek and Crabtree Creek flow into the Neuse River,which then empties into the BLUE RIDGE ROAD WIDENING DISTURBED AREAS
pAtlantic Ocean near New Bern,NC.The fill slopes and drainage ditches around the TRANSPORTATION FIELD SERVICE$
3 project appearto be stable and do not show signs of significant erosion,and new
gdrainage ditches will be designed to accommodate new drainage patterns. PROPOSED IMPERVIOUS SURFACE = 8.59 AC Q PUBLIC UTILITIES
Soils PROPOSED VEGETATED AREA = 12.41 AC II\U MR
MWATER
The soil types Throughout The project limits generally consist of Cecil and sandy ll l/J/ O PLANNINWZONING
loam, See the soils map in the map section and the geotechnical report for further City of Raleigh Contact:
Y details. Reuben E.Moore,PE FIRE
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. URBAN FORESTRY
Service,November 1970) Raleigh,NC 27601 DOCUMENT NOT CONSIDERED FINAL
Office:919_996--4171 UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
PREPARED IN THE OFFICE OF: PROJECT:
C' REV.Np RE-13N NC LICENSEpF-0102 DENUDED AREA MAP NOT TO BLUE RIDGE ROAD WIDENING
., GATE: ORaWN BYr OHECREO BY: 421 FAYETTEVILLE STREET,SUITE 600 INCOMPL�BTEAPLANS SCALE
N Kimley >> H o rn .HONE,H NORTH2000 NA 2]801
This document, together with the concepts and designs presented herein, as an Instrument of se
rvice, Is �EIGPHONE:(919)8]]-2000
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 Ktmley-Horn and Associates,Inc. ©2020
Ca shall be without lty to Ktmley-Horn and Associates,Inc. JOB NUMBER: SHEET NUMBER:
Copyright
Ktmley-Horn and Associates,Inc.,2020 0063094 EC-

GENERAL NOTES (TYPICAL ALL SHEETS):
LI ALL EROSION CONTROL MEASURES TO BE WITHIN LIMITS OF DISTURBANCE. ' \
2J 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.ROAD PARKING LOTS AT CONSTRUCTION ENTRANCES MUST BE REPAIRED
AT THE CONTRACTORS EXPENSE. \
3.l PIPES SHALL BE INSTALLED/REPLACED/N THE DRY WITH A MIN.3 DAYS OF DRY WEATHER DURING INSTALLATION)
OR CONTRACTOR SHALL PLAN TO ISOLATE AND DEWATER EXCAVATED AREAS AS NEEDED USING SILT BAGS AND/OR e p1
COFFER DAM AND PUMP AROUND.IF SILT BAGS ARE UTIL/ZED.CONTRACTOR TO INSPECT BAG FOR DAMAGE AND O BLOACKAGE,REPLACE BAG WHEN JT FULL OF SED/MENT.AND PROVIDE A SUFFICIENT QUANTITY OF BAGS TO CONTAIN w
SILT FROM PUMPED EFFLUENT DURING COSNTRUCTION.IF COFFER DAMS ARE UT/LIZED,A COFFER DAM DETAIL MUST DURALEIGH COMMERCE I LLC \ �Q
BE SUBMITTED FOR APPROVAL PR/OR TO CONSTRUCTION" a DB 16965 PG 908
4J WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS.THE/R LOCATIONS MUST BE MODIFIED AS THE ,�^� x PB 2005 PG 2180 \
STORM DRAINS ARE INSTALLED SO THAT THE FENCES WILL PASS OVER THE PIPE OUTLETS. 3000 DURALEIGH RD
5.)SILT FENCE OUTLET MUST BE ADDED/N THE FIELD WHENEVER LOW POINTS ARE ENCOUNTERED ALONG SILT
FENCE RUNS. / .; BOO
6J ALL EROSION CONTROL MEASURES MUST BE SELF-INSPECTED ONCE A WEEK OR WITHIN 24 HOURS OF ANY `/
RAINFALL EVENT OF ONE INCH AND GREATER.SUBMIT SELF-INSPECTION REPORT WITHIN/5 DAYS OF THE INSPECTION" l
SELF-INSPECTIONS AND SELF-MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CONDITIONS OF THE
NPDES PERMIT N0.N00010000 AND NORTH CAROLINA GENERAL STATUE 113A-54J(e)AND I5A NCAC 04BDI31
7)INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF.
8J NO BURNING WILL BE ALLOWED ON THE PROJECT. / / I)
9J SEE SHEET EC-I/A FOR CULVERT CONSTRUCT/ON PHASING AND SHEET EC-23 FOR GENERAL CONSTRUCTION
O SCHEDULE/SEQUENCE /_ \
10J INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL/5 DRAINING II C� / [�p ggqq
TO STRUCTURES.MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE i l/ LOCAT EN ANCEHTOE 2STBKD
URBAN NATURE OF THE SITE.CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE THE BEST METHOD i j STRUC I
TO USE AT A GIVEN TIME.
lid ROCK CHECK DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL/S DRAINING C1J�itl o� C� \ 4
IN DITCHES.CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE WHEN ROCK CHECK DAMS MAY BE Y / "'ll ® \ ELIZABETH coNc STEPS
REPLACED BY WATTLES UPON PART/AL STABILIZATION OF SOIL. l A BURTON \
I2.)CONTRACTOR TO USE J-HOOKS AS PER DETAIL WHEN ENDING SILT FENCE ALONG STEEP SLOPES. / l/ I W DB 00 PG 00
I3.)CONTRACTOR SHALL INSTALL TREE PROTECT/ON FENCE AROUND TREES WITH CRITICAL ROOT ZONES NEAR WORK / Y \ /3115 BLUE RIDGE RD O 9,po
AREAS££ TREE CONSERVATION PLANS(TR-ITHRU TR-12). / / 4°i� \ Dl-01 I
14JUSE ROLLED EROSION CONTROL PRODUCTS ON ALL CUT/FILL SLOPES INCLUDING BASINS AS NECESSARY FOR \ \ THE VINEYARD AT BENTLEY
STABILIZATION SDMN-402 RIDGE OWNERS ASSN INC I
15.)DO NOT ALLOW CONCRETE DUST/WASTEXWASTEWATER INTO STORM DRAIN OR OFF-SITE.ALL SEDIMENT MUST BE / / r \ / Q? IDS 12050 PG 1987
CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY.WATER MUST NOT BE USED TO WASH SEDIMENT OFF / / / s� s� 3125 BLUE RIDGE RD
OF ROADS.DRNEWAYS.OR PARKING LOTS. TBKD
I6.)MINIMIZE BUFFER DISTURBANCE AS MUCH AS POSSIBLE.WORK WITHIN BUFFER ZONE SHOULD BE SEQUENCED TO / _
MINIMIZE THE LENGTH OF TIME THAT DISTURBED AREAS ARE EXPOSED. Is^RCP • " — ------
O.)STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH DAY'S WORK/S COMPLETED AND ADEQUATELY / / P F CONC SW / \ _ // ... '� ' of-4022 y
STABILIZED AT THE END OF EACH WORK DAY. I .OTa` _ / I" INv=44zUT
EROSION CONTROL LEGEND P
IOW/°4�CHLL�
(TYPICAL FOR ALL SHEETS) n U� , B-4 =15 T� s, FILL f NTkA �—_
/ '/ I �JC SW J �VC FQil2L� / E(•/
�O i / oNc BTU IDG� RD P soMN-4 Ic Nc w g/� s._ T _ ��� nIrER 3 E FOR N
CONCRETE WASHOUT (CDR STD. 20.25) o�/ // l l4BLE NI�THTPgVEa ROAa)lnr °,,,�� / i "= — _ ;55 4 �G sDMHyo4ci
CONSTRUCTION ENTRANCE
COR STD. SW-20.09 D1=-•—/1_ / / i , i — _ /.
° TEMPORARY SEDIMENT/SILT FENCE 3
(COR STD.SW-20.01) / v L y k /
v1I���1
SILT FENCE OUTLET (COR STD. SW-20.24)
I CB-4 ELIEF yALVEFRCP\
UNDERGRO UND REGULATOR'yAULT / fJ o= E � � C �6�/ � v1
SILT BAG AND DEWATERING PUMP 'LT / / _ , //B / i _ —�= � C_ _
/�XKSj/ o� / I ) / �a(� � BACT PI ROSS NRD —
�' V �� a"` / Jj��J�/ mac,"'�/ fJ � / PSGW _ Q� (CDR STD. SW-20.04) / ����� � __ h
STORM DRAIN INLET PROTECTION /A5'
/ �/ /
(SEE DETAIL SHEETS FOR OPTIONS) 35TBLKBDS of�/�
1 , _ — _
CHECK DAM (COR STD. SW-20.08) ° 44 =q DW E
ILL! E
TEMPORARY ROCK SILT CHECK,TYPE A (D THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WITH AND WITHOUT PAM, RESPECTIVELY NCG-010000® WITH THE REGULATIONS SET FORTH BY THE Q
\ GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1,2019
I/1 \ ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
o (SEE DETAIL SHEETS, NCDOT STD. 1633.01) \ F+ QUALITY DIVISION OF ENERGY,MINERAL,AND LAND RESOURCES.
S�ryC P\ THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER /
o WATTLE WITH AND WITHOUT PAM, THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
q OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES.IN ANY
RESPECTIVELY ' \f ��FSS� EELEFT
OF COMPLETION ONTSLOPES F
ANY PHASE OF GRADING,BE PLANTED OR SED WILL,WFTFUN 7 OR 14 CALENDAR DAYS
8 (SEE DETAIL SHEETS COR STD. SW-20.23) OTHERWISE PROVIDED VVITH TEMPORARY GROUND COVER,DEVICES,OR
STRUCTU/ \ gSe�F'NT EROSION PERMANENT
GROUNDCOVEROWILLS SUBEI PROVIDED I TO RFORRALL DISTURBED AREAS WITHIN
KBUS 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS(WHICHEVER
o ROCK PIPE INLET PROTECTION \ IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION. O
(COR STD.SW-20.06) �,Va' \
CONCURRENT REVIEW APPROVAL
J
ro NPDES GENERAL STORMWATER PERMIT REx HOSPITAL INC
SILT FENCE J—HOOK \ \ SOIL STABILIZATION TIMEFRAMES YOF RALEIGH-P PLANS AUTHORIZED FOR CONSTRUCTION
I e DB 3910 PG 373 IREPRooOIL�ICE� �p
(SEE DETAIL SHEETS) PB 1984 PG 1152 VIA IMA sl �� m;,�M°„.HURT—IIwr<me R,,
SITE DESCRIPTION STABILIZATION TIME T/MEFRMIE EXCEPTIONS 810 BLUE RIDGE RD ,o Nm�.eeern°' pmpem ww.c 4eaee omHem:.em
TEMPORARY SILT DITCH (COR STD. SW-20.16) —TSD— % II4 ' "'ppml, rp Id..wnnellepµee .1 O°A bI
PERIMETER DIKES.SWALE&DITCHES AND SLOPES ]DAYS NONE eenelllpe 10sr Thls spHMk Ium°nvn°n eel°w B llol a permk mr sneo n ne
I perms Iny N°lellpn Al ClW,Rete pr Fe4erel Lew.All 0,11— 1
HIGH QUALITY WATER(HOW)ZONES ]DAYS NONE IaN,Stete.end Fe4erel Rules enE Reryleeloni
IMPERVIOUS DIKE (SEE SHEET EC-11A) SLOPES STEEPER THAN U ]DAYS IF SLOPES ARE 10'OR LESS IN L%TR AND ARE V O TRANSPORTATION FIELD SERVI[$
O CB-403 CB-404 CB-405 NOT STEEPER TRAN 2:I,14 DAYS ARE ALLOWED. UNSURVEY��OTcg(NOT A Pk A
3 SLOPES 3U OR FLATTER 14 DAYS T pAYS FOR SLOPES GREATER THAN 50'IN FOUND)LOCAT ON PRODUCED BUILDING LLC
g LIMITS OF DISTURBANCE (SHADED) r — — — _._i DP=456.76' GP=447.I6' DP=445.61' \ ENGTH• VIA IMAP520OKE COUNTY PUBLIC UTILITIES
ALL OTHER AREAS WITH SLOPES FLITTER THAN 4d I4 DAYS NONE.EXCEPT FOR PERIMETERS AND NOW ZONES DBdi16664
INV IN=456.26' INV IN=442.66' INV IN=44L29' PG'2538 STORMWATER
C F INV OUT=452.31' INV OUT=442.34' INV OUT FULL OF DEBRIS PB 1985
� CONSTRUCTION LIMITS (CUTifILL LINE) _ _ _ _ _ _ _ _EXISTING TRANSPORTATION FACILITIES ETF SDMH-401 SDMH-402 SDMH-403 SDMH-404 NOTE.SLOPES ON THIS PROJECT ARE PRIMARILY 3:l.CONTRACTOR SHALL PROVIDE SOIL zlzz PLANNING/ZONING
STABILIZATION ON SLOPES STEEPER THAN 3.1 AND ON THE SLOPES OF DITCHES.SWALES. \ FIRE
PROPOSED CONTOURS 4/5 NOVPIN67.73' NOVPIN64633' TOP=446.37' TOP=451.77' AND DIVERSIONS WITHIN 7 DAYS.ALL OTHER SLOPES SHALL BE STABILIZED WITHIN/4 DAYS
INv IN=462.74' INV IN=462.86' AS REQUIRED BY NPDES GENERAL STORMWATER PERMIT.REFER TO CROSS SECTIONS. URBAN FORESTRY
EXISTING CONTOURS — — — 4/5— — — NV OUT=462.68' INV OUT=462.71' DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED srte acGEssleltliY
PREPARED IN THE OFFICE OF: FP IE;:
EROSION CONTROL 20 0 40 BLUE RIDGE ROAD WIDENING
NNC LICENSE VILLE 2 PLANS
REV.No.: REVISION: DATE: DRAWN BY: CHECKED By: RA FAYETTERTH CAROLINA
SUITE 800 I�COM LET6 P ANB L J N Kimley )) Horn PHONE:R 19)677 AROLINA 2]601
This decument, together with the concepts end designs presented herein, e5 on In. of nt of roperservice, 15 PHONE: (CLEARING AND GRUBBING)
R,p Intended only for the specificwith purpose and client for n an It owaspt prey Kiml Reu56 of and Improper
reliance without this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
l\p Sholl be without liability a to Klocia Horn o., A55oolote5.Inc. JOB NUMBER: SKEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 011063094 Er-I

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j PB BLUE
RI 2122 i� � / �� I\ �_ \ _ �rT I a
m 326 BLDE RIDGE RD� ��C\� /� \ o j) / /C I 11 iu CITYOF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
I CB-501/ \��\ /�� �\ \\ I/ �� I I I pwposea uu nave Been mnnveaa%Fonere1i wmpoinnw with t� \ DI-50I DI-502 DI-503
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\ PB 974 PG 28D 6'.arte YY Uk RALfIGG TRANSPORTATION FIELD SERVI $
O TOP-42.38' TOP=433.50' TOP=442.62' TOP=442.66' TOP=441.20' TOP=444.68' TOP=443.42' TOP=433.92' TOP=445.21' TOP=472.60' TOP=472.60' TOP=472.60' TOP=47.60' har ter Communicalo / ,
3 INV IN- 3' INV IN-437.22' INV IN-430.36' INV IN-429.80' INV IN-436.93' INV IN-43I.I8' INV IN-422.42' INV OU7-436.11'
oPUBLIC UTILITIES
o INV IN-4 8.13' INV OUT=436.32' INV IN=430.3I' INV IN=429.75' INV OUT=438.88' INV OUT=431.12' INV IN=420.62'
INV IN=438.08' INV OUT=430.26' INV OUT=429.65' INV OUT=4I8.02' STORIAWATER
III INV OUT=437.88'
Q PLANNING/ZONING
CB-5O1 CB-502 CB-503 CB-504 CB-505 CB-506 CB-507 CB-508 CB-509 CB-510 CB-5II CB-5I2
Y 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' TOP=444.26' TOP=441.66' TOP=438.79' FIRE
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' URBAN FORESTRY
!NV
OUT=438.25' CONSIDEREDDOCUMENT NOT UNLESS ALL SIGNATURES COMPLETED SSMH-511 1 sNEACCESSIBIUTY
PREPARED IN THE OFFICE OF: PROJECT: VVV
EROSION CONTROL 20 0 40 BLUE RIDGE ROAD WIDENING
C�\I NC LICENSE VILLE2 PLANS
REv.No.: REVI5I0rv: DATE: DRAWN BY: CHECKED Br: RA FAYETTERTH CAROLIN SUITE 600 I>�COM LET6 P ANB
N Kimley )) Horn PHONE:H NORTH OAROLINA 2]601
This.document, together with the 'ancepts and de5or presented herein, a5 an InS -F an of service, I5 PHONE: (CLEARING AND GRUBBING)
LO Intended only for the specificwith purpose and uthor for whloh It was prey Kiml Reu56 of and of
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
l\p Sho11 be without liability to Kimley-Horn and 0820 ote5.Inc. JOB NUMBER: SREET nuNBER:
Copyright Kimley-Horn and Associates,Inc.,2020 0063094 E'�-

O�1 1c
0
S 25 m
O ST PAULS CHRISTIAN CHURCH
M DB 1657 PG 507 SSMH s
PB 2008 PG 500 TOP=423.63' o-
/ /3331 BLUE RIDGE RD INV OUT=409.08' i
M
LT
ISBLK / // �/ / ONO
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INV IN=406.89' DOCUMENT NOT CONSIDERED FINAL
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REv.No.: REVI5I0rv: DATE: DRAWN BY: CHECKED BY: NC UOEESEIF-1 STREET,SUITE 600 I IMILPMII PPANB
N Kimley >> H o r n RALEIGH NORTH CAROLINA 2]801
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l\p 5holl be without liability a to Klocia Horn o., A55oolote5.Inc. J40 NUMBER: SHEET NUMBER:
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\ This.document, together with the oonoepr, end designs presented herein, e5 on InStrDment Df roperservice, 15 PHONE:(919)8]]-Z000 (CLEARING AND GRUBBING)
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Intended only far the SpeClflo p�paGe and agent for which it was prepared. Reu50 of and of PHDNE:(919)8]]-2000 (CLEARING AND GRUBBING)
hO reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
shall be without liability to Klmley-Horn and Associates,Inc. ©2020 JOB NUMBER: SHEET NUMBER:
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REV.No.: REvl5i0rv: DATE: DRAWN BY: CHECKED BY: RA FAYETTERTH CAROLIN SUITE 800 I�COM LET6 P ANB
N Kimley )) Horn RALEIGH NORTH CAROLINA 2]601
This.document, together with the 'ancepts and de5or presented herein, a5 an Instrument of roperservice, l5 PHONE:(919)8]]-Z000 (CLEARING AND GRUBBING)
LO Intended only for the specificwith purpose and uthor for whloh It was pre Dared. Reu56 of and of
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
l\p Sholl be without liability to Kimley-Horn and A55oolote5.Inc. Jo0 NUMBER: SREET nuNBER:
Copyright Kimley-Horn and Associates,Inc.,2020 0063094 E'�-i'

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REV.No.: REVI510rv: DATE: DRAWN BY: CHECKED Br: Ne LICEESEII-11 STREET,SUITE 600 I�COM LET6 P ANB
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This.document, together with the concepts end designs presented herein, e5 on InStrDf nt Df roperservice, I5 PHONE:(919)8]]-Z000 (CLEARING AND GRUBBING)
LO Intended only for the specificwith purpose and uthor for whloh It owe.pt prey Kiml Reu56 of and of
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
l\p Sholl be without liability a to Klocia Horn o., A55oolote5.Inc. 100 NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 1 1 10063094 E'�-"

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Copyright Kimley-Horn and Associates,Inc.,2020 0063094 E.-

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CV RALEIGH,NORTH CAROLINA 27601 PLANS (FINAL)� This.document, together with the concepts and designs presented herein, as an Instrument Of roperservice, Is PHONE:(919)8]]-2Da0
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reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
C\O shall be without liability to Kimey-Horn and ASsoclates,Inc. ©2020 JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 011063094 EC-

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be without liability to Kimley-Horn and A55oCIote S.Inc. 100 rvuNBER: SHEET NUMBER:Copyright Kimley-Horn and Associates,Inc.,2020 0063094 EC

NOTE:PERMITTED IMPACTS TO STREAM AND BUFFER ZONES ) 9�
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This document, together with the,concepts and designs presented herein, as an Instrument Of service, Is RA NE:EIGH,NO6TH CAO
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reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
h eho11 be without ILO blllty to Kimley-Horn and ASsoolates,Inc. JOB NUMBER: SHEET nuNBER:
Copyright Kimley-Horn and Associates,Inc.,2020 0063094 E.-.-

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N Kimley )) Horn PHONE:H NORTH CAROLINA 2]601 PLANS (FINAL)
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H'1 Intended only for the speoiflo purpose and Client for "Is It wee prepCred. Reuse of end Improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
h sholl be without tic blllty to Kimley-Horn end A55oolotes,Inc. JOB NUMBER: SREET nuNBER:
Copyright Kimley-Horn and Associates,Inc.,2020 0063094 El.-'_

LAND GRADING (6,02) CONSTRUCTION SEQUENCE GRASS-LINED CHANNELS (6.30)
CONSTRUCT/ON SPECIFICATIONS MAINTENANCE
CONSTRUCTION SPECIFICATIONS I.Remove all trees,brush,stumps,and other objectionable material from the foundation area and dispose of properly. During the establishment period,check grass.lined channels after
CONSTRUCTION SPECIFICATIONS every Wall.After grass is established,periodically check the
I.Hold ppreconstructlon conference at least one week prior to starting construction and 2.Excavate the channel and shape It to neat lines and dimensions shown on the plans plus o 02-ft overcut around the channel:check If offer everyy Davy rainfall event.Immediately
Invite Cit{yy of Raleig9h Stormwater Inspection Coort I O'or.GO'Go'the C"y of Raleigh channel perimeter to allow for bulking during seedbed preparations and sod buildup. make repairs.It 15 porticulorly Important to check the channel
1.Construct and maintain all erosion and sedimentation control practices and Stormwater Inspections at Permit and Developpment Portal of Rolelgh.Gov by submitting outlet and oil rood crossings for bank stability and evidence of
measures In accordance with the approved sedimentation control plan and on inspection repuest at t e following webslte: 3.Remove and properly dispose of all excess soil so that surface water may enter the channel freely, piping or scour holes.Remove all significant sediment accumulations
construction schedule. hopps://energovcltlzenoccess.lylertech�Om
aRole)9hNC/pectiorvice/RolelghNCProd°/home. to maintain the designed carrying capacity.Keep fly gross In a
Cl
project manager to notify f e Ci Stormwater inspection Coordinator of site q.The procedure used to establish? !n the clbnnel wi/I depend upon the severity of tl�conditions and se/eclion of lolfry,vigorous conddion of oIl hmes,since N is the
primary
2.Remove ggood topsoil from areas to be graded and filled,and preserve nspecflons and final insppeec Ions at e opera rl1 e Times as well. species.Protect the channel with mulch or a temporary liner sufflclent to withstand anticipated velocities during the erosion protection for the thane/.
It for use!n finishing the grading of all critical areas. InaddlfioncontocftheNDEQ Lond uality Section Raleigh office before beginning establishment period.
anyworkon fiesite.TheNCDEQ LQ contact number is(9/9)79/-4200.
3.Scarify areas to be topsolled to a minimum depth of 2 Inches before 2, Flag the work limits for protection.
Placing topsoil. CONSTRUCTION SPECIFICATIONS TOPSOILING (6.04)
4.Clear and grub areas to be filled to remove trees,vegetation,roots,or J.Prior to any land disturbing(Including demolition)activities,Install slit/tree
other objectionable material that would affect the planned stability of the fill. protection fence,construction entrance,storm drain inlet protection,and all otter MATERIALS SITE PREPARATION
erosion control devices.
5.Ensure that fill material is free of brush,rubbish,rocks,logs,stumps, 4.In accordance with the erosion control plans,Grade roodwoy,Install storm drain s stem,and Determine whether the quality and quantity of available topsoil Justifies selective Before spreading topsoil,establish erosion and sedimentatlon control practices such as diversions,berms,
building debris,and other materials inappropriate for constructing stable fills. p/ace Inlet protection as shown on Ions.Place llners/motting for channels and line ens. handling.Quality topsoil has the following chorocferlstics: dikes,waterways,and sediment basins.
Place additional erosion control matting and stabilize 2:1 slopes as Indicated.Modify silt Grading Maintain ',odes on the areas to be topsolled accordln to the approved Ian and do not alter
6.Place all fill In layers not to exceed 9 Inches in thickness,and compact fence placement as necessary throughput the duration of the project. Texture- loom,sandy loom,and silt loam ore best,sandy clay loam,silly clay g - 9, 9 PP P
the layers as required to reduce erosion slippage,settlement,or other loam,cloy loam,and loamy sand are fair.Do not use heavy clay and organic them by adding topsoil.
related problems. 5.Complete final grading of roads and sidewalks and install Stormwater control measures. soils such as peat or muck as topsoil.
Call City of Raleigh for Final Inspections as needed. LIming of subsoil- Where the pH of the existing subsoil/s 6,0 or less,or the sell Is composed of heavy clays,
O 7.Do not incorporate frozen material or soft or highly compressible Organic matter content- (sometimes referred to as"humlc matter')should be incorporate agricultural limestone in amounts recommended by soil tests or specified for the seeding mixture
materials Into fill slopes. 6.Finish grading of slopes,topsoil critical areas and permanently vegetate,seed greater than 1.57. by weight. to be used.Incorporate time to o depth of at/east 2 Inches by disking.
and mulch.
8.Do not place fill on a frozen foundation due to possible subsidence and Acldi y- pH should be greater than 3.6 before liming,and liming Is required if Roug ening - Immediately prior to spreading the topsoil.loosen the subgrade by disking or scarifying to a depth
sllppage. 7.All graded areas will be seeded,fertilized and mulched according to NCDOT It Is less than 6.0. of at leash 4 Inches,to ensure bonding of the topsoil and subsoil.if no amendments have been Incorporated,
specifications to maintain a vigorous,dense,vegetative cover within 7 to/4 days loosen the soil to a depth of at least 6 Inches before spreading topso7/.
9.Keep diversions and other water conveyance measures free of sediment or sooner of completion of arty phase of Gradi27 Refer to the latest NPDES Soluble salts - should be less than 500 ppm.
during all phoses of development. Rules dated April 2019 and t e table on sheet EC-1 for more Information on SPREADING TOPSOIL
ground stabilization requirements.In summary the followingg should be stabilized Sodium - sodium adsorption ratio should be less than l2.
wlthln 7 it perimeter dikes,swoles,dJtchos,high quality(HOW)zones,and slopes P
0.Handle seeps or springs encountered during construction In accordance that are either flatter than 2:1 and steeper than 3:l with a lenggth greater than l0'or Do not s read topsoil while It is frozen or muddy or when subgrade Is wet or frozen.Correct any Irregularities In
with approved methods. slopes that are 3:1 or flatter with a length greater than 50'.Al/other areas and The depth of material meeting the above qualifications should be at least 2 inches. the surf ace that result from topsoll/ng or other operations to prevent the formation of depressions or water pockets.
Il.Permanently stabilize all raded areas immedlotel after final grodin Is slopes shall be stabilized within 14 days.if work on the pro/ect ceases for more than Sell factors such os rock fragments:slope,depth to water table,and layer
g y gg the above mentioned length of time,all disturbed areas shall have temporary thickness affect the ease of excavation and spreading of topsoil. Compact the topsoil enough to ensure good contact with the underlying Sall,but avoid excessive compaction,
completed on each area In fie grading plan per NPDES Sell Stabillzafion vegetative ground cover established and erosion control devices maintained. as if increases runoff and Inhibits seed germinaflon.Light packing with a roller is recommended where
Tlmeframes. Generally,the upper part of the soil,which Is richest In organic matter,is most high-maintenance turf is to be established.
8.All erosion and sediment control practices will be Inspected weekly Grid desirable',however,material excavated from deeper layers may be worth storing
12.Show topsoil stockpiles,borrow areas,and spoil areas on the plans,and after rainfall events.Needed repairs will be made immediately. If It meets the other crlterlG listed above. On slopes and areas that will not be mowed,the surface may be left rough after spreading topsoil.A disk may be
make sure they are adequate lyy protected from erosion.Include final used o promote bonding at the interface between topsoil and subsoil.
stab!/lzotion of these areas In the plan. 9.Estimated time before final stab/llzatlon Is 24 months. Organic soils such as mucks and peals do not make good topsoil.They can be After topsoil application, procedure for seedbed preparation, care to avoid excessive mixing of
Identified by their extremely light weight when dry. P PP P P Po 9 9
MAINTENANCE 10.AFTER SITE /S STABILIZED,consfructlon entrances,and construction staging topsoil into the subsoil.
and material area stockpile areas,and oil otter erosion control devices shall be STRIPPING
Per/od/cGll check a//Graded areas and the supporting erosion and removed,restored as existing,and permanently vegetated as described in the
y g q• maintenance and vegetative plan. The NCGO/permit became effective on April/,20/9 and added the following notes to the construction sequence:
remove
se control practices,espec/a// after heavy rainfalls.Promptly g permission by project inspector before an measures ore Strip topsoil only from those areas that will be disturbed ri pingexcavation,depthfilling,
Contractor must receive P
remove all sediment from diversion them
oNer water-disposal practices.if removed. y butd e p h vari r compaction by equipment.A 4 to 6-inch stripping depth is common,
washouts or breaks occur,repair them Immediately.Promppt but depth varies depending on t e site.Determine depth of stripping by taking I.Erosion Grid Sediment Control(E&SC)permit and a certificate of coverage must be obtained before any land
maintenance of small eroded areas before they become significant gullies MAINTENANCE soil cores of several locations within each area to be stripped.Topsoll depth
Is an essential part of an effective erosion and sedlmenffotion control plan. ggenerally varies along o gradient from hilltop to toe of the slope.Put sediment disturbing activities occur.The CDC con be obtained by filling out the electronic Notice of Intent(e-NOD form at
boslns,dlverslons.and other controls Into place before stripping. de nc.ov/ NCGOL Please note,the e-N01 form may be on/ be filled out once the plans have been approved.A
Note:Limit disturbances to the length that can be stabilized at the end of Follow the construction sequence throughout prefect development.When changes In construction q q Y Y P PP
the work day. activities are needed,amend the sequence so edule In advance to maintain management control. STOCKPILING 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,
Select stock ile location to Ovoid slopes and natural droinageways,avoiding and accessible during inspection.
MAINTENANCE PLAN The Sedimentation Pollution Control Act was amended In 2006 to require that persons traffic roues.On large sites,respreoding Is easier and more economical when
responsible for land-disturbing activities inspect a prefect after each phase of the project to topsoil Is stockpiled In small piles located near areas where they will be used.
I.The Contractor shall check all erosion and sediment control practices for stability make sure That the approved erosion and sedimentatlon control ion!s being followed. Ail stockpile areas used shot/be stabilized with silt fence and seeded per the 2.When the project Is complete,the perm!#ees shall contact DEMLR to close out the E&SC Plan.After DEMLR
and operation followingeve runoff producing rainfall but In no case less than Rules detailing the documentation of these inspections took effect October 1,2010.The atest NPDES rules.Stockpile areas are to be within the/!mils of disturbance
every P, g self-inspectlon program Is separate from the week/ self-monitorin program of the informs ill,permlttee of the project close out,via Inspection report,the perm/ ee shell visit degnc.gov/ NCGOI to
once everyry week.Any needed repairs will be made immediately by the Contractor y q and should be located at least 50 feet away from storm drain inlets,Temporary
to mGlntaln all practices as designed.Also per National Pollutant Discharge NPDES Stormwater Permit for Construction Activities. diversions,channels,Grid surface water bodes. submit an electronic Notice of Termination(e-NOT).A $l00 annual general permit fee will be charged until the
Elimination System (NPDES)general stormwater permit,a rain gauge must be e-NOT has been filled out.
installed on site.The rain gauge must be kept onsite and inspections by the The focus of the self-Inspection report is the installation/maintenance of erosion and Sediment barriers - Use sediment fences or other barriers where necessary to
Contractor must be made and logged after every one Inch of rainfall and once sedimentation control measures according to the approved plan.The inspections must be retain sediment.
o a week. conducted after each phase of tie pro�ect,Grid continue until permanent round cover Is
established in accord nce with NCGS /13A-54./and 15A NCA(,'4B.0/3L g Temporary seeding - Protect topsoil stockpiles by tempororlly seeding per the 3.The Inspection,Recordkeeping,and Reporting Plan sleet must be added to the plans.A pdf and an AutoCAD
2.The Contractor shall remove sediment from erosion control devices when storage latest NPDES rules. version are located at deq.ne.gov/ NCGDI.Please note that any construction activities that have an ES&C Plan
capacity has been approximately 507. filled Gravel will be cleaned or replaced If the some person conducts the land-disturbing activity& any related borrow or waste
p when the sediment pools no longer drains properly. octivlttyy,the related borrow or waste activity shall constitute part of the land-dlsturbing Permanent vegetation - if stockpiles will not be used within 12 months fiey must approved on or after April 1,2019 ore required to fill out and submit an electronic Notice of intent(e-NOD form.
activity unless the borrow or waste activity Is regulated under the Mining Act of 1971, be stabilized with permanent vegetation to control erosion and weed growth. All construction activities are required to follow the new NCGOI permit regardless of when they are approved.
3.The Contractor shall remove sediment from behind silt fence when it becomes 0.5 or is a landfill regulated by the Division of Waste Management.if the land-dlsturbing activity
feet deep at the fence.Silt fence will be repaired as necessary to maintain a and Goy related borrow or waste Gctivl are not conducted by the some person,they shah/be
borrler. considered separate land-disturbing oc ivltles and must be permitted either through the
o Sedimentation Pollution Control Act as a one use
borrow site or through the Mining Act. VEGETATIVE PLAN (NCDENR 6.11)
4.The Contractor shall fertilize,reseed as necessary,and mulch all seeded areas
o according to specifications in the vegetative plan to maintain a vigorous,dense SEEDING SCHEDULE SEEDING SPECIFICATIONS
U The Self-Inspection Report form Is ovGllable as a Word Document and PDF from at
c
vegetative cover. htt // rtal.ncdenr.or/web/lr/erosion.if you have uestions or cannot access the form.
Slpulders,5/de Dlfcles,5/oyes(3:1)
y 5.The angle for graded slopes and fills shall be no greater than the angle Please contact NCDEQ Land Quality Section at(919)7 1-4200. l) After rough grading Is completed,fill Boll In areas to be 7) Temporary cover
o that can be retained by vegetative cover or other adequate erosion-control Date Type Planting Rafe seeded and planted to a depth of six[notes. /.0 lbs.brown fop millet/1000 sq.ft.May
LW devices or structures.In any event,slopes left exposed will,within 7 or Aug.15-Nov.I Toll Fescue 250 lbs./acre 2) Apply agricultural time,fertilizer,and superphosphate to through August 25.
14 calendar days of completion of any phase of grading,be planted or NOTE: EROSION CONTROL REVIEW AND INSPECTION Nov.l-Mar./ Tall Fescue 250 lbs./acre disturbed areas to be vegetated. -OR-
otherwise provided with Temporary ground cover,devises or structures & Abruzzi Rye 25 lbs✓acre 135 /bs.11mesfone/IOOO sq.ft.(3 tons/acre)or based on sells /.0/bs.annual ryegross/1000 sq.ft.August 25
sufficient to restrain erosion.Permanent groundcover will be provided WILL BE ADDRESSED BY NCDEQ LAND QUALITY Mor.1-Apr.15 Tall Fescue 250 lbs./acre
1^ for all disturbed areas within I5 working days or no more than 90 Apr.15-Jun.15 Hulled Common Bermudagrass 12 lbs./acre test through April.
o calendar days(whichever Is shorter)following completion of construction. SECTION,NOT THE CITY OF RALEIGH Jun.15-Aug.15 Tall Fescue 250 lbs./acre 35 lbs.10-10-10 fertilizer/1000 sq.ft.(1500 lbs/acre) 8) Maintenance Requirements:Refert!llze if
& Browntop Millet... 35 lbs./acre 40 Ibs.507 superphosphate/I000 sq.ffX750 lbs/Gcre) growth is not fully adequate.Reseed,
6.The City of Raleigh contact is Reuben Moore,P.E.,[phone]. or Sor hum-Sudan Hybrids... 30 lbs✓acre 3) Disk nutrients into sell to a depth of six Inches until
0 9 Y referflllze,and mulch immediately
Slopes(3:l to 2:1) surface is uniform and free of large dirt clods. following erosion or otter damage.
RIP RAP (6.I5) Marl-Jun./ Serlceo Lespedezo(scarified) 50 lbs./acre 4) Seeding permanent grass.
and 3.0 lbs.KY-3l fail fescue/1000 sq.ft.(130 lbs./Gcre)during
ct CONSTRUCTION SPECIFICATIONS (Main./-Apr.15) Add Toll Fescue 250 lbs./Gcre February 15 through May 15 or August 15 through
a1 (Mar./-Jun.30) November 15.
subgrade Preparagnft- Prepare tie subgrade for riprop and filter to the required lines and grades shnvn on tie plans.Compact oty fill required in the subgrade to a density (Mar./-Jun.30) or Add Hulled Common Bermudagrass 8 lbs./acre -OR-
approxlmafing fla surroundingundisturbedmete oIor overfill depressionsWith riprop.Remove brus4treesfumps andother o Jec/Io /moterldl.Cutthesubgrade Jun.l-Sep./ Tall Fescue=_• 250 lbs./acre 3.0 lbs.KY-3l toll fescue and 2.0 lbs.annuol ryegrass/1000
deephat thefinis grade of the rlprap will be at tiee/evallon of the surroundingarea. hannels should be excavated sufft tent/y to of/ow placement of tie riprop!n a & Brownlee Millet=.. 35 lbs./acres ft.durin November l5 throe h Februa l5.
manner such Phut inished Inside dimensions and grade of tfe riprop meet design specifications. or Sorghum-Sudan Hybrids••• 30/bs✓acre 9• 9 9 February
ro Sep./-Mor./ Sericeo Lespedezo 5) Mulch seeded area with small grain straw at90 lbs/IQOO
Sand and gravel filter blanket- Place the filter blanket Immediately after the ground foundation/s prepared.For gravel,spread filter stone In a uniform layer to the specified (unhulled-unscorlfled) 70 lbs./acre sq.ft.(2 Eons/acre).Spread uniformly.Approximately/2
depth Where more than one layer of filter material Is used,spread the layers with minima/mixing. & Tall Fescue 250 lbs./acre
O (Nov./-Mar.D Add Abruzzi Rye 25 /bs✓acre of ground surface should be visible to ovoid blocking CONNRRENT REVIEW ARV0.0VAL
o Synft&1c filter fabric - Place the cloth filter dlrectry on the prepared foundation.Overlap the edges by of least/2 inches.and space anchor pins every 3 ft along the overlap. Consult Conservation En sneer or Soll Conservation Service sunlight to seedlings.On areas where fie ground
N� Bury the upstream end of the cloth a minimum of 12 inches below ground and where necessary,bury the lower end of the cloth or overlapwith the next section as required. g surface equals or exceeds o 3:l slope,and In f e inverts
o Take core not to damn a the cloth when placl r1 ro.If damn a occurs remove the rlprap and repair the sheet ng ay f for additional Informaton concerning otter alternatives for of all drainage swales,tack mulch with asphalt emulsion
of l2 Inches around the damaged area.If extensive Rama a Is9 uspected.remove and replace the entire sheet. odd/ another I er o fJ/ter material with o mInlmum overlap vegetation of denuded areas.The above vegetation rates are g p
p 99 at o rate of 450 gallons emulsion per acre of straw.
e e
o Where large stones ore use or machine placement is difficult,a 4-inch layer of fine grove/or Bond may be needed to protect thethose which do well under local conditions:other seeding rate 6) Mulch around shubbn'and trees with straw to depth
p
filter cloth. combinations are possible. �^
gThe finished slope should be free of pockets of small stone or clusters of large stones.Hand placinngg may be necessary to achieve the proper distribution of stone s)zes to produce Temporary- Reseed according to optimum season for of 3 inches. ,,W:"oaToNu,:E"rKE:.w "AVkNM �
a relatively smooth,,uniform surface.The finished grodeof the riprop should blend with the surround/ng area.No overfoll or protrusion of rlprap should be apparent. desired permanent vegetation.hrein.Do not allow temporary cover to a un
Grow over/2 Inches In eight before mowing,otherwise,fescue
RIP RAP MAINTENANCE may be shaded out. .oaW�wAh"
Inspect channels at regular intervals as well os after major rains,and make repairs promptly.Give special attention to the outlet and inlet sections and otter points where concentrated 1PNH1MGRpH1NG
Y flow enters.Carefully check stability at road crossings nd look for Indications of piping.
ping scour toles,or bank failures.Make repairs immediately.Maintain alll vegetation adjacent
to the channel In a lea/tty,Vlgorous condition to protect the area from erosion and scour during out-of-bunk flow.Control of weed and brush growth may be needed in some locations. DOCUMENT NOT CONSIDERED FINAL P0°1 fOR�'"Y
UNLESS ALL SIGNATURES COMPLETED vrE Acros:aun
PREPARED IN THE OFFICE OF: ,A�\,"ACARar,� PRi!JEC:
°^ 5 er 5 Kimley )) Horn NpLICENSEpF-D,D2 EROSION CONTROL
F024436c BLUE RIDGE ROAD WIDENING
N REV.No.: REVISION: DATE: DRAWN BY: CHECKED Br: 421 FAYETTEVILLE STREET,SUITE 600 : NOT TO SCALE
nl This document, together with the c cepts and designs presented herein, a a Instrument of s e, RALEIGH,NORTH CAROLINA27601 DETAILS
Intended only for the Specific purpose and client for which It was prepared. Reuse of and Improper PHONE:(919)6]]-2Da0
hN reliance on s document without written authorization and adoption by Kimley-Horn and Associates,Inc.
Sho"be withou thit liability to Klmley-Horn and Associates,Inc. ©2020 ,i'y.W MQ�p Jo0 rvuNBER: SHEET NUMBER: _
Copyright Kimley-Horn and Associates,Inc.,2020 A"AAE"�U"�� 0063094 EC-2."

CONSTRUCTION SPECIFICATIONS FOR CONSTRUCTION ENTRANCE(NCDEQ): CONSTRUCTION ENTRANCE MAINTENANCE(NCDEQ):
1.Clear the entrance and exit area of all vegetation,roots,and other objectionable material and properly grade it. Maintain the stone pad in a condition to prevent mud or sediment from leaving the construction site.This
2.Place the stone to the specific grade and dimensions shown on the plans,and smooth it. may require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap
3.Provide drainage to carry water too sediment trap or other suitable outlet. sediment and clean it out as necessary.Immediately remove all objectionablematerialsspilled,washed,or
4.Use ggeotextile fabrics because they improve stability of the foundation in locations subject to seepage or high water table. tracked onto public roadways.
5.Use 2-3"coarse aggre ate base course or larger.
6.Payment shall be made at the contract unit price per ton"Incidental Stone Base." CONSTRUCTION ENTRANCE INSTALLATION(NCDEQ):
NCDEQ REQUIRES 100'MIN.
Avoid curves in public roads and steep slopes.Remove all vegetation and other objectionable material from
50'MIN. the foundation area.Grade and crown foundation for positive drainage.
AND SUFFICIENT TO KEEP If the slope toward the road exceeds 2%,construct a ridge,6 to 8 inches high with 3:1 side slopes,across the
SEDIMENT ON SITE NOTES: foundation approximately 15 feet from the entrance to divert runoff away from the public road.
o$000$�coo moo 00 ago a� 1.SILT FENCE SHOULD BE INSTALLED TO ENSURE
a o$o0 0 0 0 0 $o 0-a, o CONSTRUCTION ENTRANCE IS USED.
0 00 0 0 0 0 25'ORFULLWIDTH
< s 0 3"-4"STONE TO BE USED o oS OF PROPOSED STREET 2.IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELING
K oo�000 o (SURGE STONE OR oo OR ENTRANCE, OVER THE STONE,THEN THE TIRES OF THE
i RAILROAD BALAST) o WHICHEVER IS VEHICLE MUST BE WASHED BEFORE ENTERING THE SANDBAG
oc f0 mil PLASTIC LINING
y �0 000 0 000 00 o GREATER. PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION 10.II PLASTIC LINING
000000�0004'0 0 0 000 0o ENTRANCE EXTENDED. -IIII-I'
oSoo oS oo 3'
c ccoc = _ - 1 BERM
WOOD FRAME SECURELY SECTION B-B
n SECTION A-A FASTENED AROUND SECTION
B-B
PLAN ENTIRE PERIMETER NOT
NOT TO SCALE WITH TWO STAKES
O SILT FENCE(SEE NOTE 1) LATH AND
FLAGGING ON I
3 SIDES
I 10'MINIMUM 10'MINIMUM I
TWO STACKED
0 O O O O 2X12 ROUGH
NEW CONSTRUCTION WOOD FRAME
SANDBAG B B
EXISTING ROADWAY� �35'MIN. 15'MIN.
o�o o o800
0 8 00 12"MIN. A A VARIES
6-MIN. — — $moo ooa o 000 000�� $ _ II
o� oc (TYP E
o'a o00�80o00�00000 do� VARIES 0 )
o ��I =IIIIIIIIII-����IIII=IIIII- IIII=IIIII=IIIIIIIII- IIII=IIIII=��= II I
In-I IIIII— FABRIC UNDER STONE IIIII ❑ 0
MAINTENANCE: BERM
10 il PLASTIC LINING
C m Z ty ADD ADDITIONAL STONE AND"FLUFF"TOP 0 0 NO7PLAN
GALE
ty CROSS SECTION DRESSING WITH 2"STONE. m
x ~� !+1 W mil PLASTIC LINING
N LAN
c "3 SEE N.C.DEO EROSION and SEDIMENT NOT TOSCALE TYPE"ABOVE GROUND"
CONTROL PLANNING and DESIGN MANUAL WITH WOOD PLANKS
m FOR CONDITIONS WHERE PRACTICE APPLIES: TYPE"BELOW GRADE"
Q z
� PLANNING CONSIDERATION&DESIGN CRITERIA. I I
I I
i I I
STRAW BALE BINDER WIRE
-------------------------------------------------------------------------------------------------------J
I I STAPLES
PLYWOOD 2"�I I� (2 PER BALE)
68'X24" BLACK LETTERS 10 mil PLASTIC LINING I
PAINTEDWHITE7 6"HEIGHT
STEEL"DIA NATIVE MATERIAL
T (OPTIONAL)
b
SILT BAG STREAM BANK zz LAG SCREWS CONCRETEI STAPLE SECTION B-13
DETAIL NOT TO SCALE
EXISTING TERRAIN I WASHOUT WOODOR
METAL STAKES
(2 PER BALE)
� SILT BAG SLEEVE II 10'MINIMUM II
3F WOOD POST
`VY 3.5"X3.5"X8'
FLGW_ B �)N <<a� B III
U PUMP DISCHARGE 3F
15.0'TO 20.0' VARIES
o TIE DOWN STRAP
W II 9 9 I
'a CONCRETE WASHOUT
FILTRATION GEOTEXTILE SIGN DETAIL
S"OF SEDIMENT CONTROL STONE (OR EQUIVALENT)
co
10 m1I PLASTIC LINING PLAN STRAW BALE
O
ES OT P)
1.U MAINTENANCE FOR SILT BAG(NCDEQ): NOTES: NOT TO SCALE I
:
0 1.USE NO.5 OR NO.57 STONE FOR SEDIMENT CONTROL STONE. I TYPE"ABOVE GRADE" I
Inspect inlet pipe and bag for damage and blockage. 1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. WITH STRAW BALES
2.PROVIDE STABILIZED OUTLET TO STREAM BANK. Replace bag when 3/4 full of sediment.Provide a
sufficient uantity of bags to containsiltfrom
a 2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
_p pumpede luent during construction.
3.WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS WITHIN 30'OF THE TEMPORARY CONCRETE WASHOUT
DIRECTED.A SUFFICIENT NUMBER OF PALLETS MUST BE PROVIDED FACILITY.
TO ELEVATE THE ENTIRE SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
m 3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE CITY OF RALEIGH
y 4.THE SIZE AND NUMBER OF SILT BAGS SHOULD BE BASED ON THE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE I
Z DEWATERING PUMP AND MANUFACTURER RECOMMENDATIONS. OF THE WORK AND DISPOSED OF OR RECYCLED. STANDARD DETAIL
OVJ A cm ullFcxruil6Aul LLoaN�IXa�LL V x
se F"I 5.TIGHTLY SECURE THE PUMP DISCHARGE TO THE SILT BAG SLEEVE WITH 4.HOLES,DEPRESSIONS OR OTHER GROUND DISTURBANCE REVISIONS DATE:B/1/iB NOT TO SCALE
STRAP OR SIMILAR DEVICE 70 PREVENT WATER/SEDIMENT FROM LEAKING CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED,REPAIRED,AND
WITHOUT TREATMENT.
O � I STABILIZED TO PREVENT EROSION.
o m CONCRETE WASHOUT
y Fjy 6.CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE SILT so
[� BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS.AS THE 5.MUST BE LOCATED>50 FT AWAY FROM INLETS/WATERWAYS
y ry BAG FILLS WITHIN SEDIMENT,REDUCE THE PUMP RATE. UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
8 y l� SW-20.2rJ wsRonTAnaxrrwarAw rs
Iy 7.REPLACE THE SILT BAG WHEN ONE HALF(1/2)FULL OF SEDIMENT. ueuc ununrs
I �
x
8.SILT BAG DEVICE MUST BE>_SOFT FROM THE TOP OF THE STREAM BANK sToxrnwATrx
-, AND WATER MUST BE DISCHARGED IN ADIFFUSE MANNER. i -----------------------------------------------------------
ruxHixWrpANG
Y o MAINTENANCE FOR CONCRETE WASHOUT STRUCTURE(NCDEQ:
NOT TO SCALE The concrete washout structures shall be maintained when the liquid and/or solid �w wAE mY
reaches 75%of the structures capacity. DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED sTr Acm Un
PREPARED IN THE OFFICE OF: trCA �„t� PRE JE
.`'�.bFES$//CW l
°^ s service, a Kimley >> Horn 421FAYETTEVILLE EROSION CONTROL F024436 1 BLUE RIDGE ROAD WIDENING
N REv.No.: REvi510rv: DATE: DRAWN BY: CHECKED Br: 421 FAYETTEVILLE STREET,SUITE 800 NOT TO SCALE
nl This document, together with the concepts and designs presented herein, a a instrument of s e, RALEIGH,NORTH CAROLINA2-1 DETAILS
Intended only for the SDeolflo purpose and client for which It was prepered. Reuss of and Improper PHONE:(919)5]]-2Da0 � ,,,��
hC, reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ..........INE
Shall be without 111111lty to Klmley-Horn and Associates,Inc. ©2020 ,, y WQ 0, JOB NUMBER: SHEET NUMBER:
Copyright K Imlay_Horn
and Associates,Inc.,2020 A/AULULUo 011063094 El..-c'I

STEEL POST
4'MIN SILT FENCE I,
WOVEN WIRE FABRIC
IiM-I\" FILLSLOPE
GRADE TOP OF SILT FENCE
I
MUST BE AT LEAST I'
ABOVE THE TOP OF
MIN THE WASHED STONE.
4..
MIN SILT FENCE GEOTEXTILE FABRIC
I I
MAINTENANCE:CLEAN OUT AT 50%CAPACITY
LIFE OF FENCING:6-9 MONTHS SIDE VIEW
FRONT VIEW
BURY WIRE FENCE,
O 6'MM a FILTER FABRIC,
VARIABLE AS DIRECTED BY THE ENGINEER AND HARDWARE
STEEL POST SET CLOTH IN TRENCH.
NOTES: MAX 2'APART MIN
PLASTIC OR 2'INTO SOLID GROUND
/WIRETIES 1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
/ 2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STEEL POST
MIN.10 GA.
MIN.12-112
GA.
LINE WIRES INTERMEDRMED IATE WOVEN WIRE FABRIC
WIRES I �
SILT FENCE FABRIC HARDWARE CLOTH
A INSTALLED TO SECOND GRADE ^�
WIRE FROM TOP
N _ _
IIIII=➢VI -IIIII=IIIII=IIIIIIIIIIIIIIIIIIII=IIIILIIIII-IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIW -1111II' g T SECTION VIEW
— IIIII — IIIII I � FILTER OF#5] \ I
H IIIII H H
FRONT VIEW WASHED STONE
\\\ 16'MIN
OFILTERFABRIC APRON
i /3'
ON GROUND I
y v z
cz o NOTES: cZ m Z o
j ? p 1.FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. j m 0 •
N Go m ^yy7 2.END OF SILT FENCE NEEDS TO BE TURNED UPHILL. N O A ^y7 6"—y
CF•' (,~] 3.SEE NO DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION 0 N CF" �BURV 6"UPPER EDGE OF
Q m Ow. SPECIFICATIONS,WHERE PRACTICE APPLIES AND PLANNING N — x, BURY WIRE FENCE AND q° FILTER FABRIC APRON IN TRENCH
A CONSIDERATIONS. y
y A HARDWARE CLOTH
4.SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED
SLOPES GREATER THAN WIN HEIGHT.
-------------------------------------------------------------------------------------------------------I `-------------------------------------------------------------------------------------------------------
I
SILT FENCE CONSTRUCTION SPECIFICATIONS(NCDEQ): NCDEQ REQUESTED REVISION TO SILT FENCE OUTLET DETAIL:
1.Use a synthetic filter fabric of at least 95%by weight of,,Iyolefi.or 4.Support standard strength 61ter fabric by wire mesh fastened securely to Contractor to use hardware cloth in place of burlap on all silt fence outlets.
polyester,which is certified by the manufacturer or supplier as conforming to upslope side of the posts.Extend the wire mesh support to the bottom of
y the requirements in ASTM D 6461,which is shown in part In Table 6.62b. the trench.Fasten the wire reinforcement,then fabric on the upslope side of
ZZ the fence post.Wire or plastic zip ties should have minimum Sep tensile SILT FENCE OUTLET MAINTENANCE(NCDEQ):
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers strength.
to provide a minimum of 6 months of expected usable construction life at a Inspect sediment fences and fence outlets at least once a week and after each rainfall.Make any required repairs immediately.
temperature range of 0 to 120'F. 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 Should the fabric of a sediment fence collapse,tear,decompose or become ineffective,replace it promptly.Replace hardware cloth every 60 days.
2.Ensure thatpostsforsedimentfencesare1.25lb/linearftminimum 24 inches.
cF steel with a minimum length of 5 feet.Make sure that steel posts have 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.
Oi projections to facilitate fastening the fabric. 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 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.
3.For reinforcement of standard strength filter fabric,use wire fence with a plastic zip ties should have minimum 50 pound tensile strength.
minimum 14 gauge and a maximum mesh spacing of 6 inches.
T.Excavate a trench approximately 4 inches wide and 8 inches deep along
� CONSTRUCTION the proposed line ofposts and ups ape from the barrier(Figure 6.62a).
1.Construct the sediment barrier of standard strength or extra strength 8.Place 12 inches of the fabric along the bottom and side of the trench.
c synthetic filter fabrics.
U 9.Backfill the trench with soil placed over the filter fabric and compact.
2.Ensure that the heigght of the sediment fence does not exceed 24 inches Thorough compaction of the backfill is critical to silt fence performance.
above the ground surtace. Higher fences may impound volumes of water
sufficient to cause failureo hestructure.) 10.Do not attach filter fabric to existingtrees. SILT FENCE J—HOOK PLACEMENT
1 3.Construct the filter fabric from a continuous roll cut to the length of the METAL STAKE
W barrier to avoid joints.When jointsare necessary,securely fasten the filter
h cloth only at a support post with 4 feet minimum overlap to the next post.
114 Fro,
Ul J-HOOK / �o4 -HOOK / K
co // h FAB�IIC FENCE
FABRIC
G SILT FENCE MAINTENANCE(NCDEQ):
O 1.33 LB/LF STEEL POST �!
Inspect sediment fences and fence outlets at least once a week and WOVEN WIRE FABRIC
after each rainfall.Make any required repairs immediately.
ORANGE UV RESISTENT SILT FOR REPAIR OF SILT FENCE FAILURES
Should the fabric of a sediment fence collapse,tear,decompose FENCE GEOTEXTILE FABRIC Li
or become ineffective,replace it promptly.Replace hardware cloth every USE SILT FENCE OUTLET DETAIL
60 days. FILL SLOPE ##ANCHOR SKIRT FOLLOWING SKIRT TRENCH 40-BD SPACING
_p REQUIREMENTS,PER NCDENR EROSION AND T (AS NEEDEDI PLACE POSTS(STAKES)
Remove sediment deposits as necessary to provide adequate SEDIMENT CONTROL PLANNING AND DESIGN
s[ora a volume for the next rain and[o reduce pressure on the fence. ADJACENTLY AND BIND AT
g P MANUAL FIGURE 6.62A(6.62.5).SKIRT MUST TOP WITH WIRE.
J Take Care to avoid undermining the fence duringcleanout. GRADE BE TRENCHED IN,AT A MINIMUM,8"
dl Remove all fencing materialsandunstablesediment de posits ands' VERTICALLY AND 4"HORIZONTALLY.
bring the area to grade and stabilize it after the contributing e"MINIMUM COVER NOie NOTE:USE SILT FENCE J-HOOK PLACEMENT AS NEEDED NOTE:SEE SILT FENCE FOR MAINTENANCE REQUIREMENTS
drainage area has been properly stabilized. OVER SKIRT# TO DIRECT RUN-OFF TO S/LT FENCE OUTLETS AND S/LT FENCE DETAIL ON SHEET EC
OUSE SILT FENCE ONLY WHEN DRAINAGE AREA PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCE. CONCDRRENT aEVItwn"vROVAL
ANCHOR SKIRT AS DOES NOT EXCEED 1/4 ACRE AND NEVER IN DIRECTED BY ENGINEER## AREAS OF CONCENTRATED FLOW. aTr xurlcx vuxsnu o axcoxs U x
O
o INSET: SIDE VIEW (NCDEO APPROVED) J—HOOK DETAIL
0
0
g :.wsRonTAnax nru,srAwcrs
�aNCNminrs
ToaMwA,r
��„ uxxiNwiaxlxe
6c
DOCUMENT NOT CONSIDERED FINAL P0°1 fORH'"Y
UNLESS ALL SIGNATURES COMPLETED vrr AcrosiNurr
PREPARED IN THE OFFICE OF: 011111",7� FP IEC.
.•�.bFES S//CF •�!,�
°^ s service, s Kimley >> Horn NDDGENSE#F-D,D2 EROSION CONTROL
F024436c BLUE RIDGE ROAD WIDENING
CV REv.No.: REVISION: DATE: DRAWN BY: CHECKED Br: 421 FAYETTEVILLE STREET,SUITE 600 NOT TO SCALE
nl This document, together with the concepts and designs presented herein, a a Instrument of s e, RALEIGH,NORTH CAROLINA27601 DETAILS
Intended only for the 5pe°If10 purpose and client for which It was prepared. Reuse of and Improper PHONE:(919)6]]-2Da0 �� ,,,��
hN reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. INE•;
Shall be without Ilablllty to Klmley-Horn and Associates,Inc. ©2020 `,,i'y,W MQ)p COB NUMBER: SHEET NUMBER:
Copyright K Imlay_Horn
and Associates,Inc.,2020 A"A...U"�W, 011063094 EC-2-

SECTION VIEW DEWATERING
I CONSTRUCTION SPECIFICATIONS CONCRETE BLOCK
I I
�4'MAX --
1.LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE - g 0�o O o opoolo S o 0o g jY
STANDARD METAL POSTS ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL gU�JO p 8 O Oo=O =o[� Q `6••
(MINIMUM LENGTH T) DRAINAGE.PLACE THE BOTTOM ROW OF BLOCKS AGAINST O- ':O mo P g4
2'-0"IN GROUND o ❑
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT O
GALVANIZED HARDWARE WIRE ANDTOAVOID WASHOUTS WHEN OVERFLOW OCCURS. o Q) o o 0� o
EXTENDS TO THE TOP OF BOX. _ �OO DO �8
�� 2.CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE 0 O o Q 0 HARDWARE WIRE (19 GUAGE,1/4"MESH OPENINGS.) _ o 000pp o o p000 Ooo 0D
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL �� 6 QOCa�'p"Q�oo oQ Qo Dog?-R �Q
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. w0-Pp 0 QO�Qo 0
L#L57WASHED STONE Qo�� p _ $� oa3.USE CLEAN GRAVEL,PLACED 2 INCHES BELOW THE TOP bo goOFTHE BLOCK ON A 2:1 SLOPE OR FLATTER AND 000 oSM
2 do' ' 08 ao STONE SDOT IREOOMMEN RE AN EVEN COMMENDED.
DOT#57WASHED o�Q�o po o oo poo o �..pporr��q�,� moo gQ oo
o ooO�a000 oOo OpU�o o�000 00000008 o'N:a�bV�o 90000�000 oo
=U`Oop p g g Q o0Q bb
o o 4.NOT TO BE USED FOR SEDIMENT STORAGE
o b o 0 0 � o I OR ON ROADWAYS OPEN TO PUBLIC TRAFFIC.
O 6.B. - o0 0 0 �oo o
2'BURV IN ��o O Q o p o OPoB S o0 2.1 2:1 SLOPE,GRAVEL FILTER
CONCRETE ' SOLID GROUND �a QCQ�o�go op °p' og Dp � p O,�
BLOCKS oo °��oQ o0 o - 00 00
00 -�
p�O a n o 0 o Q o
Oo��00000 000po"U'b""o 00 0000`gg PQ`bgogo'o�ooQg oo Bo WIRE SCREEN
I DEWATERING I
z #57 WASHED STONE PLACED AGAINST HARDWARE A
WIRE TO A HEIGHT OF 16"MIN.ABOVE TOP OF BOX.
z g 16"
y MIN. ❑❑
z'MAX. li
C �C _—IIIn=IIIII—IIIII=�����
D y d O STANDARD CATCH BASIN YARD INLET PROTECTION MAINTENANCE(NCDEOJ: A d O I=IIIII=IIIII—IIIII— ve
A D I'Y1 O "i1 DROPINLET
y o zo Inspect the fabric barrier after each rain and make repairs as needed. y
s D ry7 15�- Z ry7O III `:°y' W/GRATE
Av I! Remove sediment from the pool aa as necessary to provide adequate storage volume for the ` m m C
next rain.Take care not to dama rege or undercut the fabric during sediment removal. N Z M [[""
SEE N.C.DEQ EROSION and SEDIMENT O O
m = Icy CONTROL PLANNING-DESIGN MANUAL m D
y D W FOR CONDITIONS WHERE PRACTICE APPLIES; m �I BLOCK AND GRAVEL DROP INLET PROTECTION MAINTENANCE(NCDEQ):
w DRAINAGE AREA=<1 ACRE(MAXIMUM). PLANNING CONSIDERATION a DESIGN CRITERIA. Ezj
z z d O r B Remove sediment from the pool area as necessary to provide adequate storage volume for the
Z next rain.Take care not to damage the inlet protection device during sediment removal.
C UPSTREAM END OF
STORM DRAIN OVERFLOW
b I I
O I II
A N T 1/3 PIPE
I 0 1DIAMETER
O2:1 SLOPE uc N
HARDWARE CLOTH(1/4"-1/2" NO.H FILTERED WATER o o m
E WASHED STONE �77
MESH OPENING OV R CURB INLET
z:zDEWATERING H�LES SEDIMENT BUR'BOTTOM
O LADEN OFF
O ss O NCRETE �.... OVERFLOW ❑ °4• ° a:°°°Q°Q°IIIII- NOTES: 3/4""EXTERIOR
X ERIII- L— _III III-
o s1G s11/e RUNOFF STUD BRACE
BLOCK
TERIOR
Z!cr
U WOOD
_ ••°•c °, IIIII ALL PARTIALLY COMPLETED STORM DRAINS
SHALL BE PROTECTED AT THE END OF EACH DAY
IIIII—IIIII- —IIIII- —•o�a° IN ACCORDANCE WITH THESE DETAILS. PLYWOOD INLET PROTECTION
LU
oY 0000O8o8vo �o`�pp O oo � -III IIIII=IIIII ° °' °�
STEEL FENCE POST
`�O`0�o0�6p=o�Sg�� O��b0�08� OFF IIIII o"°eo• —
HARDWARE CLOTH(1R
(TVPICAL)
01 NO.57 MESH OPENING)OVER - ,. •.:°
C WASHED STONE DEWATERING HOLES CONCRETE GUTTER ° UPSTREAM END OF OVERFLOW
� CURB INLET STORM DRAIN
c PERSPECTIVE VIEW I II IICROSS SECTION VIEW I' e��
" ° TTT PD1/3 I PIAMETER
o b
a a
WASHED STONE FILTER e b
z ACROSS PIPE INLET
� s I o -III=III-III-III-III III-III- III-III-III= I
m y NOTES: H A II-III=III=III-III=III—-IIF II_III=III-
I o 1.TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT EITHER SIDE I—I
y OF THE INLET OPENING,A 2"X 4"STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF P yy y HARDWARE CLOTH
O n THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS.FRONT BLOCKS ARE PLACED ON THEIR SIDES r"Ie Z C U u x
an x uocxu"utsAu uo"aaoo aAL
m y y ACROSS THE INLET AND ABUTTING THE SPACER BLOCKS. m cE > "Oi'1 Li U Li
Oro @ k 2.WIRE MESH OR HARDWARE CLOTH WITH 1/4"-1/2"OPENINGS SHALL BE PLACED OVER THE OUTSIDE ! A STONE FILTER INLET PROTECTION
m 00 VERTICAL FACE(WEBBING)OF THE BLOCKS,TO PREVENT STONE FROM BEING WASHED THROUGH THE p
y y x HOLES IN THE BLOCKS. MAINTENANCE NOTES FOR UNDER CONSTRUCTION PIPE INLET PROTECTION(NCDEQ):
Ci O Z I G OA 4 INSPECT STANDARD PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY
Z O L.y 3.STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK.(NO.57 WASHED STONE) m. P In REQUIRED REPAIRS IMMEDIATELY.SHOULD THE PLYWOOD COLLAPSE,BREAK,OR BECOME INEFFECTIVE,
v
O y N (70 x REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE FUNCTION FOR sRonTAnax n[sns[Axx[s
g O [>•1 -j �� THE NEXT RAIN AND TO REDUCE PRESSURE ON THE INLET PROTECTION MEASURE.TAKE CARE TO AVOID
C D I"I 4.CHECK DEVICE AFTER EACH RAIN AND REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. 50 UNDERMINING THE INLET PROTECTION MEASURE DURING CLEANOUT.REMOVE ALL INLET PROTECTION euc unu.
OEn I ZZ o MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREATO GRADE AND STABILIZE ITAFTER
N A 0 "I]'ty q THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. x+wArtx
8 BLOCK AND GRAVEL INLET PROTECTION FOR CURB INLET MAINTENANCE(NCDEQ): Fxx:xW[axlxe
6c ? o Remove sediment from the pool area as necessary to provide adequate storage volume for the
y
y � nextrain.Take care not to damage the inlet protection device during sediment removal. I :-------------------------------------- ----------------------------
DOCUMENT NOT CONSIDERED FINAL RB01 fOR�'"Y
UNLESS ALL SIGNATURES COMPLETED sm Acros:aurr
PREPARED IN THE OFFICE OF: 011111",7� FP IE;:
°^ 5 service, 5 Kimley )) Horn NC LICE EROSION CONTROL F024436�c BLUE RIDGE ROAD WIDENING
N REV.No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET,SUITE600 NOT TO SCALE
nl This document, together with the concept,and designs presented herein, a a Instrument of s e, RALEIGH,NORTHCAROLINA2]601 DETAILS
Intended only for the speolflo purpose and Client for whloh It was prepered. Reus6 of and In
PHONE:(919)6]]-ZaaO •LAG,
N reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
h sholl be without liability to Klmley-Horn and A55oCIote S.Inc. ©2020 `,,i'y W.
MQ�p Jo0 rvuHBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AruuLUJ 0063094 ET-%6

NOTES:
1.ENSURE THAT COCKER ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGES FROM DISPLACED STONES.
\ / 2.THE DRAINAGE AREA IS LIMITED 70 ONE HALF ACRE.
3.KEV THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
IZOW I MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.
\\\\ INVERT CLASS I RIP RAP/HEADWALL
PIPE
_ \\I °OOoo°p°oevo
1.5'MIN(SEE NOTE 3)
///////I l/I I I�/ 12"OF NCDOT#5
SEDI,yE M5]WABHED STONE.1'THICKX 3'HIGH MIN. 9"MIN OR#57 WASHED STONE 1 5'I�
A'T STORAGE AREA—�
030°��2>
MAINTENANCE:
2'ENTER
REMOVE SEDIMENT&RESTORE THE SEDIMENT / 'C� p OQp�C,p
STORAGE AREA TO MAX AT
ITS ORIGINAL DIMENSION 4 / I I \ n 8 FILTER CLOTH Q� p CLASS"B" ���, CENTER
WHEN SEDIMENT HAS ACCUMULATED TO 1/2 `JO R
FILTER CLOTH
DESIGN DEPTH OF THE TRAP.
`J
0
°� OoO�OO O o p000
PLAN VIEW
4 TO6
NOTES:
AN V RIP-RAP DISPLACED FROM IF EXCAVATED STORAGE AREA IS USED AS PLAN VIEW
THE STONE HORSESHOE MUST TEMPORARY SEDIMENT TRAP,THE DESIGN CRITERIA
BE REPLACED IMMEDIATELY. FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED. CROSS-SECTION VIEW
MAINTENANCE:
CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS.
MAX DIA PIPE IS 36"
RIP RAP HEADWALL(1'MIN HEIGHT MATTING/
A 21 ROAD SHOULDER).
� ` S7ABILAZATION L=THE DISTANCE SUCH THAT POINTS
3' G A AND B ARE OF EQUAL ELEVATION
GROUND A B
P Any IIII MINIMU 3' — NATURAL "N•l y IIII— I_IIII_IIII_IIII_ L
how o00o FLow pC -IIII=IIII= — oar°°
_III= —I
e +s' II-' -IIIII— I _ —IIII= — o I
FILTERFABRIC [�yj� —IIII�oOo� o�
- V Q _ I I m ./ � _I _ I
0°0
A = cuss 1 RIP-RAP PURPOSE:TO REDUCE EROSION IN A CHANNEL BY III —IIII=IIII
O O (7 REDUCING THE VELOCITY OF FLOW.
S n
PROFILE VIEW
N y MS]WASHED STONE.T MIN THICKNESS. N 0 y DO NOT USE CHECK DAM IN INTERMITTENT OR
O ^ L9 O o - PERENNIAL STREAMS.
MAINTENANCE FOR ROCK PIPE INLET PROTECTION(NCDEC: Q 3 t•'
CROSS SECTION Inspect inlet pipe and bag for damage and blockage. 33 SEE N.C.DEQ EROSION and SEDIMENT
z RepPlace bag when 3/4 full Of Sediment.Provide a Y CONTROL PLANNING and DESIGN MANUAL
Sufficient q antlty of bags to Contain silt from FOR CONDITIONS WHERE PRACTICE APPLIES;
° pumped effluent during Construction. PLANNING CONSIDERATION g DESIGN CRITERIA.
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(NCDE(U: Anticipate submergence and deposition above the check dam and erosion from high
O WOODEN STAKE WITH WATTLE flows around the edges of the dam.Correct all damage immediately.If significant
FILTER FABRIC ANCHORED TO THE TOP 12"MIN DIAMETER WATTLE 1.Place stone to the lines and dimensions shown in the plan o l a filter fabric foundation. erosion occurs between dams,install a protective riprap liner in that portion of the
•o 2.Keep the center stone section at least 9 inches below natural ground level where the dam abuts the channel banks. channel.
OR DITCH LINER 'I 3.Extend stone at least 1,5 k beyond the ditch banks to keep overflow water from cutting around the ends of the check dam,
m DITCHLINE 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 Remove sediment accumulated behind the dams as needed to prevent damage to
Upper dam. channel vegetation,allow the channel to drain through the stone check dam,and
�i 12"MIN DIAMETER WATTLE 5.Protect the channel downstream from the lowest check dam,considering that water will flow over and around the dam. prevent large flows from carrying sediment over the dam.Add stones to dams as
/ WOODEN STAKE FASTENED TO WOODEN STAKE 6.Make sure that the Channel reach above the most upstream dam is Stable. needed to maintain design height and cross section.
/ BY NAIL OR STAPLE 7,Ensure that channel appurtenances,Such as culvert entrances below check dams,are not subject to damage or blockage
j��j%\\���\/ FILTER FABRIC DITCHLINE from displaced Stones.
/\/\\/yy���/ OR DITCH LINER F OW
L
av COIR FIBER WATTLE WITH
\,\ � ,\ \� OVER POLYACRYLAMIDE (PAM) DETAIL
uea nxnw+z w mn x m.e r COIR FIBER WATTLE MAINTENANCE(NCDECI):
8"FABRIC STAPLE ®°'10N^F1B°'1"""�'
e N1 use z Fr xBi ema v1•z x ry z x xWlxxu swm eem x Inspect wattles weekly and after each significant rainfall event(1 inch
o yt�' ppJSE� or greater).Remove accumulated sediment and any debris.The
18" 18"— iexP emun orial a ara`u°io"`.e"rv°nm X0i"91 wattles must be replaced if clogged or torn.If ponding becomes
PROFILE VIEW Awo ooMe a>a eT.,ae A µ � excessive,the wattle may need to be replaced with a larger diameter
e»enen. T'ror a different measure.The wattle needs to be reinstalled if
b z x LE m m sfEEe nxa F�,m,�a undermined or dislodged.The wattle shall be inspected until land
WATTLE MAINTENANCE(NCDEQ): disturbance is complete and the area above the measure has been
NOTES: EDGE OF PAVEMENT Rror ax emx axrleercW.Tne permanently stabilized.
(O 1.WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL. Inspect wattles weekly and after each Significant rainfall event 1
1 inch MIR FIBER WATTLE 1-1—.. x, E n�"Es¢*.a eat aF..E scvowo er¢.aunau
nL
2.SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE ENGINEER. or greater).Remove accumulated sediment and any debris.The wattles 4 •
3.WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND DROP must be replaced if clogged Or tarn.If ponding becomes excessive,the wattle may O g� of lvull p rw* N,BinexwxBO.v'inaa"nei�.e`aa i�Laca Axr
need to be replaced with a larger diameter or a different measure.The wattle wrrtxG wP x R.
INLETS WITH APPROVAL BY THE STORMWATER PROGRAM MANAGER OR DESIGNEE. needs to be reinstalled if undermined or dislodged.The wattle shall be SACK
p 4.FOR USE OF WATTLE IN A DITCH,GRADE OF DITCH MUST BE<2.5%. inspected until land disturbance is Complete and the area above the measure has SLOPE PPn u'lex eWry xer' xPA a"-._. .ex xx. "v"—
been permanently stabilized. \
\ eWx�°PPJA ewe
8 e
ISOMETRIC VIEW
Q:
m
EXIS TEMP.IT/PROP OPEN SECURE PER
MANUFACTURERS 2'(YA%.) 2'UPSLOPE
(� THROAT CATCH PROTECTION
MN RECOMMENDATION i aR ,Twos
BASIN COVER � STAKE NATURAL GROUND
Imrk e� PAM PEA
G7 5 EXISTING ROADWAY INSET A 11°E'1 INSET B (1 '+ INBET C
MATTING �2'DOWN SLOPE E xlx I CIl0.RENT REVIEW APPROVAL
0 UPSLOP CGN
STAKE LOPE C—FAALBIGHm EXISTING CROSS SECTION STD WINBNE _
P—SAUTHOROADWAY { VINE DITCH PAlnl "
IVEDFORCO
/ ..
C O /// EXISTING 2 IN. °°""°"` 2'UPSLOPE FLOW
O (A a I'T'f ABC STAKE NATURAL GROUND
i 0:1 d I! EXIST/PROP RATTING
OOm •j CURB PROPOSED OPEN MATrING ,1 I uauc unlmEs"rElnsraMcUs
v� THROAT CATCH BASIN � 2'DONNSLOPE e1W °nmwnrzn CROSS SECTION STAKE
Iw D� xl PLAN W/INLET TRAPEZOIDAL DITCH
F= INLET PROTECTION-COR BOX CROSS SECTION TOP vxlEw a""'"",°"'"`
x
DOCUMENT NOT CONSIDERED FINAL UBBAN—Esmv
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: eCARO�>� PROJECT°
o EN. 3 oN. HATE: "3A r: E" NCLIC TEVILLE EROSION CONTROL @�FSE�� � BLUE RIDGE ROAD WIDENING
e n es a m 6 e Kimley >> H o r n A21 EIGH N'RTH CATREINAET 27E 1 DETAILS 02
N 3Th15 document, to Cher with the o e is and dell fed he, n Instru ent Nof s rvlce,xis 3Y PHONE:H919)6 CAROLINA 2]fi01
ge p gns presen PHONE:919 6]]-2000 •�
N intended only for the spec Ft purposeand ,tent for n an it was prepared. Reuse of and Improper '•`r�`.NGINE��.�.,•
reliance on this document without written authorizatlon and adoption by Klmley-Horn and Assoclates, Inc. �� � .. •���
� shall be without liability to Kimley-Horn and Associates, Ina ©2020I�q WerMO�p` a xulnaEx. 0 063094 EET NUMBER: E
Copyright Klmley-Horn and Assoclates, Inc., 2020

Z
O Z �N
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aw O EXISTING 2~= Z¢OL�
D HHOa u a Ir (MIN.) GROUND ¢Ly,U FL LL�c)
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STAPLES ON H 2~Z yl SEDIMENT CONTROL STONE Ep F ly p J
, T II 1'
O 10.U Q,. �r CENTERS
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IN
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NOTES
MIN p 2°S LS48 8, aS DS4°
STAPLE 10„ Tom. 6
CHECK �`� �88
MATTING SHALL STAPLES ON
SR8�` USE CLASS B EROSION CONTROL STONE a
BE
PLACED IN TRENCH 1'CENTERS $'°�°°� g FOR STRUCTURAL STONE.
MATTING IN DITCHES AND BACKFILLED IN TRENCH �<°°_° W
82g4`
- STRUCTURAL STONE USE N0. 5 OR N0. 57 STONE FOR SEDIMENT a
- DIAGRAM (7 ad B CONTROL STONE, o
D 0 Z Y
_ O a U
Z On Staple Check Pattern 3 Q PLAN Q U
o
z �10" t0"—I r Staple 4 a
J
1 1 6 o Z o y
a
r, 4 nJJJ 30' 3' a ~ a Y
r y v cneI'k �`? be O co O
D � _ ____—__ _. X Staple 4n Z OC
N GZ7 —I I-4,,.__._ — co ~ WIDTH 1 MIN 9
s ~ 2/3I-C�HANNNEL I
2 T DIAGRAM O (J9 a 1'MIN �68°° I I °8 H•2'MI�SS`A 12 a Q
Ea MATTING ON SLOPES DIAGRAM © w z
o_
NOTES:THIS DETAIL APPLIES TO STRAW,EXCELSIOR,AND PERMANENT BROIL REINFORCEMENT MAT(PERM)INSTALLATION. SECTION A-A SECTION B-B W
F
STAPLES SHALL BE NO.11 SAME STEEL WIRE FORMED INTO A"U"SHAPE WITH A MINIMUM THROAT WIDTH OF 1
I NON AND NOT LEN THAN 6 INCHES IN LENOTH.
MEET 1 OF 1 NOT TO SCALE SHEET 1 OF 1 SHEET 1 OF I
1611.01 1631.01 11633.011
M IG MAI NTFNANCF NOTFS(NC_DEOO-. TEMPORARY ROCK SILT CHECK TYPE A MAINTENANCE NOTES(NCDEQ):
ATTI
1. INSPECT ROLLED EROSION CONTROL PRODUCTS(RECP)AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(1 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. INSPECT ROCK SILT CHECKS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
3.ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 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
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. OCCURS BETWEEN SILT CHECKS,IDEPOSI I PROTECTIVE T E ROC LINER IN THAN PORTION EROSION
FROM
CHANNEL.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
1T CONSTRIICTIONSPFCIFICATIONS(NCDFOL SEE PROJECT CONSTRUCTION SPECIFICATIONS SECTION 16000 WHICH REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING REMOVE SEDIMENT ACCUMULATED BEHIND THE DAROCK SILT CHECKS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,ALLOW THE CHANNELTO DRAIN THROUGH THE STONE SILT CHECK,AND
b AND DESIGN MANUAL PRACTICE STANDARDS AND SPECIFICATIONS 6.14 AND 6.17 AND CITY OF RALEIGH SPECIFICATIONS PREVENT LARGE FLOWS FROM CARRYING SEDIMENTOVERTHE DAM.ADD STONESTO DAMSAS NEEDED TO MAINTAIN DESIGN HEIGHTAND CROSS SECTION.
TEMPORARY ROCK SILT CHECK TYPE 'A WITH
EXCELSIOR MATTING AND P 0 L YAC R Y LAM I D E (PAM) NOTE.USE INLET TUBES AS NEEDED TO RING SILT CONSTRUCTION
LOOPS SIZED FOR INLET GRATE SECURE LIFTING LOOPS i0
DEBRIS T TUBES
ENTERING NEEDED
DURINGPREVENT
SILT
dAND LOOPS SIZED FOR OR UNDER SURROUNDING
FILTEI"REBAR. OFT
BAG1"REBAR.USE SURFACE.
SED/YEAIT TUBE INLET USN(FREBAR REBAR FOR A HANDLE
EXCELSIOR �(OR SILT FENCE FOR HANDLES. TO EMPTY FILTER
p MATTING NOTES• PIPE 1� SACK AT A
• OVERFLOW HOLES O SEDINENi
< FLOW (OPTIMAL) COLLECTION
B— INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN LOCATION. _ TTLL,_
11 GEOTE%RLE BAG
ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. 2-X2"X34
O t/4"BRIGHTLY E COLORE "
(� SEDIMENT CONTROL STONE RUBBER
NYLON ROPE EXPANSION <
� USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR RESTRAINT D� BLOCK(TAN) I
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. O
o �.
W A 8�8°Aa A PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN 3
°gg I A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE ,
L ° S21 e J MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT •
98;L8�8 "r��28;a TO BE APPLIED TO EACH ROCK SILT CHECK. ?
88�8 8�8�8 00 00000000000GYTTER
,4 INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL `
o wea;ace$° EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. COL RD NTLO ELEVATION ANEW
STRUCTURAL STONE E ROPE
NYLON
FILTER SACK INLET TUBESEDIMENT ROPE PROFILE VIEW OF
PROTB fSEE DETAIL)
TUBE RESTRAINT INSTALLED FILTER
fSEE OETNU ISOMETRIC VIEW RESTRAINT
Q- PAM Inlet Tubes SACK
¢> (4 OZ.) Materials 1. EMPTY FILTER SACK WHEN BRIGHTLY COLORED LOW TO MODERATE ROM DE0Rx1EE FABRIC SR61CKION TMIE
p PLAN Use inlet tubes that exhibit the Inllo.ing properties: EXPANSION RESTRAINT CAN NO LONGER BE TEsT New MNiTS
Produced by a Manufacturer experienced In sediment tube manufacturing. SEEN. urea TENS SNTENCTH Asri D-.en BO IN
Composed of compacted geolextiles,curled excelsior.00d,natural Coconut 2. GEOTEXTILE WILL BE A WOVEN q.TENEAE ELoNDAnoN Asri D-46s
N PuNCNNE A$ri D-48GB ILO IBA
fibers or hordN W mulch or a mix of these materials enclosed by a flexible POLYPROPYLENE FABRIC THAT MEETS OR MM LEN—sT Asri D-Tree e00 PS
m netting moleriol,Do not use stmI stray fiber,slra,bales,pine needles or EXCEEDS REQUIREMENTS IN THE AnEmD TEAR As u-4su 12o Las
leaf mulch under This specificolion. Utilize an outer netting that consists SPECIFICATIONS TABLE. y REISTMwE Asri -S55 SO■
APFISEn¢orENLIG SIZE ASTTM u-47ol .o us SEMME FT
Of seamless,high-density polyethylene Photodegradoble materials treated 3. AN OIL ADSORBENT PAD OR PILLOW CAN BE I RATEN Asri -u 1 055 ACC-I
0 INSET A .ith ultraviolet stabilizers or o seamless,high-density polyethylene PURCHASED WHEN OIL SPILLS ARE A MODERATE To Nxm ROW CEDTExaIE FMsWC SPECII Teela CONCURRENT REVIEW APPROVAL
O non-degradable materials. CONCERN. mDPwTwS TEsI M1— uNNS nr DF RAAEwx owxsnuTxwuo roaczxsmurnox
kl See Inset A 4. INSPECT PER REGULATORY REQUIREMENTS. TRAS TENBRa—NO- Asri D-45s 2Ba Les
CO CLASS B S70NE --d:cTGr: 5. THE WIDTH,"W",OF THE FILTER SACK WILL wAa TeTSAe¢agwnDN Asri D-4su 20 x
O Pu;R Asri D-4Bu ss 1as
Install inlet tubes Iying flat on the ground,.ith no gaps bel.een the MATCH THE INSIDE WIDTH OF THE GRATED MULLEN BURST Asri D-M QO PS
2/3 CHANNEL EXCELSIOR underfying surface and the inlet tube. INLET BOX, .—D I. ASri D-45T1 45 L85
p ISO, WIDTH T'May MATTING Uv RE55TNwE Asri D-4.i55 9Dx
12" 6. THE DEPTH,"D",OF THE FILTER SACK WILL APPAEENT OPENING sac Asri D-4751 2a US BREW 4,
�3 V MIN 4'8 H=2'Mi�`389 Inspection and Maintenance: BE BETWEEN 181NCHES AND 36 INCHES. R0INRATE ASriD-4491
Inlet tubes m be Lem oro g PERM�TnMry Asrito SEC-1
may p rgy moved Burin construction as needed. 7, THE LENGTH,"L",OF THE FILTER SACK WILL RVCEs
Replace inlet tubes damaged during installation as directed by the MATCH THE INSIDE LENGTH OF THE CRATED PcUnUnEsx BELosE
III EXCELSIOR Inspector Or Manufacturer's Representative at the contractor's expense. INLET BOX.
Q MATTING SECTION B-B CLASS B STONE s]oxNrWATER
SECTION A-A SPECIAL INLET PROTECTION m„„,„DVa„,„a
Y NOT TO SCALE
NOT TO SCALE F'"`
DOCUMENT NOT CONSIDERED FINAL URBAN FOREsmr
UNLESS ALL SIGNATURES COMPLETED STYE Acros:WLm
PREPARED IN THE OFFICE OF: ..,RACARO?/ i!J PRE;:
o NO LICE NSEIF-01a2 EROSION CONTROL �� SEaL BLUE RIDGE ROAD WIDENING
OREv.No.: RE�SIOrv: on s HATE: DRAWN BY: HECKES Br: Kimley >> Horn RA FAYETTERTH CAROLI N SUITE 800 DETAILSF24436 NOT TO SCALE
Thisdocu ent, together with the c cepts and designs presented herein, a a instrument of service, PHONE:H,19)677 AROLINA 2]601 Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper PHONE:(919)e]]-ZaaO wig• •NG � z
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. INE
h shall be without liability to Kimley-Horn and Associates,Inc. ©2020 R�A�y.W MQ�p Jo0 NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 .FAxuxUxx� 011063094 EC-2

O m 4 X D OUTLET W/DITCH OUTLET W/O DITCH G
D CLASS'B RIP RAP I CLASS I RIP RAP CLASS'B'RIP RAP CLASS I RIP RAP y
TONS S.Y. TONS T -E TONS - S.V. TONS
yy0yy 12" 2 IS 5 2 5 1 T 4 2 1 4 LLiZyo U RIP RAP AT PIPE OUTLETS MAINTENANCE NOTES(NCDEQ):
mZ =Do 15" 2 7F73
3 7 1 5 3 2 8
> 18" 9 10 4 10 2 7 4 2 e O¢v)=Z Inspect riprap outlet structures weekly and after significant(1 inch or greater)
O O c) w LL rainfall events to see if any erosion around or below the riprap has taken place,
?m D rn 24" 5 14 7 15 3 11 7 4 12 H V O or if stones have been dislodged.Immediately make all needed repairs to
Z=CO M OO 30' 8 21 11 22 5 18 11 7 17 �_�Z W prevent further damage.
OOLry 361, 11 28 15 30 7 22 16 10 23 y¢LLO
n D> 42" 15 37 20 39 10 28 22
D 48" 26 50 28 17 38 Z F>
————— 54" 33 82 38 21 47 w o
_ ——————— 80" 40 75448 " 48 88 54 32 87
72"1 1 1 102 1 57 1 104 1 1 1 64 38 78
NOTE: 4 X D N
C FOR CALCULATION PURPOSES ~
~ ----- ____ CLAS RI RAP 10 LBS./FTB W
1 LS./FTBO CLASS I RIPRAP 00 jm
.n Th 2 X D C O Alignment Station:RT
LT Structure Number RipRap Class Rip Rap(Tons) Pipe Diameter(IN) Length of Apron(FT) Width of Apron at Pipe Outlet Width of Apron at End of Apon(FT) Filter Fabric(SY)
O LL L 38,05 616 B 3 18 6 3 9 10
S ti
B 0 \ B c7 d L 87+00 1114 B 2 18 6 3 9 7
� x m M L 94+80 1202 B 2 15 5 2.5 7.5A d L 103+70 1227 B 3 18 6 3 9 10
z PLAN o H
bb
x D SLOPE 112:1 OR FLATTER d
v
7 f D 1 y N
Q
0 ZrH 2 iyy
m T PLAN 0 O
C S GEOTEXTILE W LL
mSECTION A-A T
H PIPE OUTLET WITH DITCH
H=RIP RAP TO TOP OF PIPE (MAX. H=D+T) GEOTEXTILE
T= 15"CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B
HEET t OF 1 T= 12"CLASS'S'RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS BHEET 1 OF 1
76.021 PIPE OUTLET WITHOUT DITCH 876.02
------------------------------ ----------------
o: II
� II
o NOTES:
O DIMENSIONS d&w AND LINER TO BE
DETERMINED BY ENGINEER.
I
I
C I
0
2'MIN.
O _
COMPACT EXCAVATED MATERIAL, •�
C - 1 /<<S VAR. SEED&
MULCH MULCH AFTER
p 3' <O CONSTRUCTION OF DITCH
MIN — � AF 2'-10'
II 11i1=
w
` =11111=11111=11111=11111=11111==IIIII—2, w =11'
1=IIIII-11111=IIIII—IIIII-IIII-11111 "' Illlllllllli—„11111-11111=11111-11111-11111-11111=
I'I "'I�=11111=11111=11111=11111-1111111111-i"'
CO d - - - — �= LINER
I
� I
CROSS SECTIONAL VIEW
� II
a, I
� I m
m I y
I I �
Oy F.I cmffMlEncxU 1UM.Au]HOPrzFORfoRcaoxSATR.a:
MAINTENANCE:
g @ p 1.REMOVE SILT WHEN DITCH IS 112 FULL. TEMPORARY SILT DITCH/DIVERSION LINERSUMMARYTABLE
o ca
o 00 2.STABILIZE IMMEDIATELY UPON CONSTRUCTION ALIGNMENT STATION LT/RT DEPTH(D)(FT) BOTTOM WIDTH(W)(FT) SIDE SLOPES TEMP.LINER
ty AND PRIOR TO SITE INSPECTION APPROVAL. L �ax.�,a........":d..x....ba.......,..xx...,,
STA.44+90 TO STA.46+35 1 LT 2 0 3:1/3:1 RECP Blanket Single Net
g N < y M -L- STA.77+15 TO STA.77+70 LT 1 0 3:1/3:1 RECP Blanket Single Net ..w:RORTAnox nr�osrAvrtrs
G do �Bacammrs
-L- STA.85+78 TO STA.86+10 LT 2 0 3:1/3:1 RECP Blanket Single Net oRx xA ER
0 ux
Y I = o x:xwiaxlxe
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED sTr Acm SUm—
PREPARED IN THE OFFICE OF: 011111",7� FP IEC.
NC LICENSEIF-1112 EROSION CONTROL �� BLUE RIDGE ROAD WIDENING
REV.No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET,SUITE 600 D24434 NOT TO SCALE
N Kimley >> H o r n PRA HONE:
NORTH CAROLINA 2]601 DETAILS : SEAL
This document, together Wlfh the concepts and designs presented herein, OS an Instrument Of service, IS PHONE:(919)8]]-Z000 i�.F`�')'G
N'1 Intended only for the speoiflc purpose and ollent for whloh It was prepered. Reuse of and of
F•
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
h Shall be without Iia blllty to Klmley-Horn and Associates.Inc. ©2020 �����yW•�Q�� uo0 rvuNBER: SHEET NUMBER:
Copyright Klmley-Horn and Associates,Inc.,2020 1/A.ArtA"xWt 011063094 EC-�.'

DETAIL 1 DETAIL 2 DETAIL 4 DETAIL 5 DETAIL 6
SPECIAL BACK OF CURB CUT DITCH SPECIAL LATERAL 'V'DITCH SPECIAL BACK OF CURB CUT DITCH SPECIAL LATERAL 'V'DITCH SPECIAL LATERAL BASE DITCH
(NOT TO SCALE) (Not to Scale) (NOT TO SCALE) (Not to Scale) (Not to Scale)
NATURAL NATURAL
GROUND at GROUND— — — — — — at Ground 7•� D \ae Slo e
P
Natural 1 Fill — — Natural 1 Fill d
Ground 3•� D \p�6 Slope ?.� �•.\ _ _ _ _ Ground ?� D \0�6 Slope Geoteztile g
Min.D=1.5 Ft.
Max.d=1.5 Ft.
B=5.0 Ft.
FROM STA.28+65 TO STA.29+90 —L— LT FROM STA.38+00 TO STA.39+50 —L— LT Type of Liner= CL-I Rip-Rap
FROM STA.30+35 TO STA.30+85 —L— LT FROM STA.43+00 TO STA.46+30 —L— LT FROM STA.79+30 TO STA.80+95 —L— LT FROM STA.112+65 TO STA.113+50 —L— RT
FROM STA.39+50 TO STA.43+00 —L— LT FROM STA.51+00 TO STA.51+95 —L— LT FROM STA.10+00 TO STA.11+70 —Y14— RT
FROM STA.49+25 TO STA.51+00 —L— LT FROM STA.75+00 TO STA.76+00 —L— RT
FROM STA.90+15 TO STA.92+40 —L— LT FROM STA.84+25 TO STA.85+80 —L— RT
O
DETAIL 11 DETAIL 12 DETAIL 13
BERM BASE DITCH CONCRETE DITCH SPECIAL LATERAL BASE DITCH
(Not to Scale) BEHIND RETAINING WALL (Not to Scale)
Nata"I �,.� GRNWY (NoBONDt to aIe) JP�\�S
Ground �� � RETAINING Natural of Fill
D OP WALL BREAKER i Ground 2� D f�oNel slope
B '^
Min.D=1.0 Ft. ��• p B ti, L Min.D=1.5 Ft.
NATURAL
B=1.0 Ft. GROUND B=5.0 Ft.
b=1.0 Ft.
FROM STA.15+00 TO STA.15+50 -G2- LT. 4^ Min. D= 1.0' FROM STA.113+50 TO STA.113+95 -L- RT
B= (1.0')
FROM STA.13+55.71 TO STA.15+00 -G2- LT
c
DITCH LINER SUMMARY TABLE
ALIGNMENT STATION LT/RT DETAIL NO. BOTTOM WIDTH(FT) SIDE SLOPES TEMP.LINER PERM.LINER
g -L- STA.28+65 TO STA.29+90 LT 1 0 3:1/3:1 RECP Blanket Single Net N/A
o -L- STA.30+35 TO STA.30+85 LT 1 0 3:1/3:1 RECP Blanket Single Net N/A
-L- STA.38+00 TO STA.39+50 LT 4 0 2:1/2:1 RECP Blanket Single Net N/A
-L- STA.39+50 TO STA.43+00 LT 1 0 3:1/3:1 RECP Blanket Single Net N/A
-L- STA.43+00 TO STA.46+30 LT 2 0 3:1/3:1 OR FLATTER RECP Blanket Single Net N/A
U
-L- STA.49+25 TO STA.51+00 LT 1 0 3:1/3:1 Jute Net N/A
w -L- STA.51+00 TO STA.51+95 LT 2 0 3:1/3:1 OR FLATTER Jute Net N/A
-L- STA.75+00 TO STA.76+00 RT 2 0 3:1/3:1 OR FLATTER Jute Net N/A
-L- STA.79+30 TO STA.80+95 LT 5 0 2:1/2:1 OR FLATTER RECP Blanket Single Net N/A
-L- STA.84+25 TO STA.85+80 RT 2 0 3:1/3:1 OR FLATTER RECP Blanket Single Net N/A
o -L- STA.90+15 TO STA.92+40 LT 1 0 3:1/3:1 RECP Blanket Single Net N/A
$ -L- STA. 112+65 TO STA. 113+50 RT 6 5 2:1/3:1 OR FLATTER N/A CL-I Rip-Rap
a
-L- STA. 113+50 TO STA. 113+95 RT 13 5 2:1/3:1 OR FLATTER Jute Net N/A
-Y14- STA. 10+00 TO STA. 11+70 RT 5 0 2:1/2:1 OR FLATTER RECP Blanket Single Net N/A
ro -G2- STA. 13+55.71 TO STA. 15+00 LT 12 1 1:1(WALL)/2:1 N/A CONCRETE
-G2- STA. 15+00 TO STA. 15+50 LT 11 1 2:1/2:1 Jute Net N/A
OO c EacNN PUEPSAU�IEWA11- u N
O
0
g aU:sroRTAnoN newseRvrta
URL omma
TONNwATr
u W(M7awnc
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DOCUMENT NOT CONSIDERED FINAL URNMANFORa'"N
UNLESS ALL SIGNATURES COMPLETED slrt Acass:aun
PREPARED IN THE OFFICE OF: ��`„ttCAR�7 PPCIJEl-
NO LICENSEIF-0102 EROSION CONTROL �� BLUE RIDGE ROAD WIDENING
REV.rvo.: REVISION: GATE: DRAWN Bv: CHECKED BY: 421 FAYETTEVILLE STREET,SUITE 600 024436 NOT TO $�,Q�L
N Kimley )) Horn PRA HONE:
NORTH CAROLINA 27601 DETAILS : SEAL
This document, together Wlfh the concepts and designs presented herein, OS an instrument Of service, IS PHONE:(919)8]]-Z000 .F`�'I'G
N'1 Intended only for the Specific purpose and client for which It was prepared. Reuse of and Improper F• INE,:�,.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
h shall be without Iia blllty to Kimley-Horn and Associates.Inc. ©2020 �����y W•�Q0� JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 IRRrr.URJ 011063094 EC-.

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m PARALLEL ROADWAY ZONE 1 Aa -G2- POT Sta.11+12A9
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DENOTES LIMITS OF DOCUMENT NOT CONSIDERED FINAL
—"—"— DISTURBED AREA UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: PP,JE
20 0 40 BLUE RIDGE ROAD WIDENING
o 1/ NG LICENSEVILLE2 PERMIT DRAWINGS I�COM LET6 PLANS
ql RE1I510rv: DATE: DRAWN BY: CHECKED Br: Kimley �/ Horn 421 FAYETTEVILLE STREET,SMITE 800
N This document, together with the concepts and designs presented herein, as on instrument of service, Is RALEIGH,NORTH CAROLINA 27601 BUFFER IMPACTS
Intended only for the specific purpose and Client for whloh It was prepered. Reuse of and of
PHONE:(9,9)6]]-2oa0
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
h shall be without liability to Klmley-Horn and ASsoclates,Inc. ©2020 Jo0 rvuHBER: SHEET NUMBER:
Copyright Klmley-Horn and Associates,Inc.,2020 0063094 E.

I—
/ —G2— PCe Sto,20+06.00
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-G PC Sto.10+48.34
o LEGEND
� / -G2- PT Sta.10+4525
O DENOTES PERMANENT IMPACTS
� ® IN SURFACE WATER - �� BEGIN CONSTRUCTION
(BANK STABILIZATION(
7 -Gl- POT Sto.10+I0.34 =
g DENOTES PERMANENT IMPACTS -G2- PC Sta.lO+I0.34
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IN SURFACE WATER(CULVERT) /
E, N 19'18'3.8W E
® DENOTES TEMPORARY
— — — IMPACTS IN SURFACE WATER -G1- POT Sta.1/0+0
DENOTES LIMITS OF .0 = /
-G2- POT Sto.10+00.00
DISTURBED AREA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: PPi!IE;:
20 0 40 BLUE RIDGE ROAD WIDENING
11 1/ NO LICENSEVILLE 2 PERMIT DRAWINGS INCOMI�L�ET6 PLANS
C, REV.
Th No.: REve,1 DATE: DRAWN BY: CHECKED Br: �I �� �/ 0 RA FAYETT NORTH
STREET,SUITE 800
N This document, together with the concepts and designs presented herein, as an instrument of serv'ce, Is PHONE:
STREAM IMPACTS
Intended only for the specific purpose and ollent for which It was prepared. Reu56 of and Improper PHONE:(919)6]]-zaa0
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
h shall be without liability to Kimley-Horn and Associates.Inc. ©2020 JOB NUHBER: SHEET NUMBER: _
Copyright Kimley-Horn and Associates,Inc.,2020 0063094 El.

NCDEO DWR 401 WATER OUALITY CONDITIONS OF CERTIFICATION:
I.Compensatory mitigation for impacts to 14242 square feet of protected riparian buffers In Zone/and 4600 square feet of protected rporlon buffers In Zone 2 shall be required.We understand that you lave chosen to perform compensatory mitigation
for Impacts to protected buffers through purchase of Neuse Buffer Mitigation credits from the EBX Buffer Mitigation Banks by Resource Envlronmento/Solutlons,LLC.Mitlgotlon for unavoidable Impacts to Neuse Rlporlon Buffers sho//be provided In the
Neuse River Basin and done in accordance with 15A NCAC 2BD295.The mitlgotlon bank has Indicated in a letter doted February 21.2020 that they have available credits for satisfying the compensatory mlttgotlon requirements for the obove-referenced
project.No Impacts to Neuse Rlporlon Buffers can occur until NC Division of Water Resources receives o copy of payment receipt for credits purchased from the EBX Buffer Mitigation Bank.
2.Unless otherwise approved in this certification,placement of culverts and otter structures In open waters and streams.shol/be placed below the elevation of the streombed by one foot for all culverts with a diameter greater than 48 Inches,and
20 percent of the culvert diameter for culverts having a diameter less than 46 Inches,to allow low flow passage of water and aquatic life.Design and placement of culverts and other structures Including temporary erosion control measures shall not
be conducted In a manner that may result In cis-equilibrium of wet/ands or streambeds or banks,adjacent to or upstream and down stream of the above structures.Tle applicant is required to provide evidence that the equilibrium is being maintained
If requested In writing by the NCDWR.If this condition is unable to be met due to bedrock or other limiting features encountered during constructlon,please contact the NCDWR for guidance on taw to proceed and to determine whether or not a permit
modification will be required.115A NCAC 02H.0506(bX2)]
3.If multiple pipes or barrels are required,they shall be designed to mimic natural stream cross section as closely as possible Including pipes or barrels at flood plain elevation and/or sills where oppropriate.Wldening the stream channel should
be avoided.Stream channel widening at the in/et or out/et end of structures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage,[l5A NCAC 02H,0506(bX2)]
4.Rlprop shall not be placed In the active thc/weg channel or placed In the streombed In a manner that precludes aquatic life passage.Bioenglneering boulders or structures should be properly deslgned,slzed and Instolled.115A NCAC 02H.0506(bX2)7
5.For all streams being Impacted due to site dewatering activities,the site shall be graded to Its preconstructlon contours and revegetoted with appropriate native species.115A NCAC 02H.0506(bX2)7
6.The stream channel shall be excavated no deeper than the natural bed material of the stream,to the maximum extent practicable.Efforts must be made to minimize impacts to the stream banks,as Well as to vegetation responsible for maintaining the
stream bank stability.Any applicable riparian buffer impact for access to stream channel shall be temporary and be revegetoted with native riparian specles.115A NCAC 02HD506(bX2)]
O 7.A//stormwater runoff shall be directed as sheefflow through stream buffers at non-eroslve velocities,unless otherwise approved by this certification.115A NCAC 2BD2331
8.All riparian buffers impacted by the placement of temporary fill or clearing activities shalt be restored to the preconstruction contours and revegetoted.Malntained buffers shall be permanently revegetoted With non-Woody species by the end of
the growing season following completion of construction.For the purpose of this condition.maintained buffer areas are defined as areas within the transportation corridor that will be subject to regular DOT maintenance activities Including mowing.
The area with non-maintained buffers shall be permanently revegetated With native woody species before the next growing season following completion of construction.[15A NCAC 2BD2331
9.Pursuant to 15A NCAC 2BD233(6),sediment and erosion control devices shall rot be placed in Zone/of cry Neuse Buffer without prior approval by the NCDWR.At this time,the NCDWR has approved no sediment and erosion control devices In Zone I.
outside of the approved project Impacts.anywhere on this project.Moreover.sediment and erosion control devices sho/I be allowed In Zone 2 of the buffers provided that Zone l is not compromised and that discharge is released as diffuse flow.
/0.1f concrete is used during construction,o dry work crec shall be maintained to prevent direct contact between curing concrete and stream water.Water that inadvertently contacts uncured concrete shall not be dlschorged to surface waters due to
the potential for elevated pH and possible aquatic life and fish kll/s.115A NCAC 02BD2001
//.During the construction of the project,no staging of equipment of cry kind is permitted In waters of the U.S.or protected riparian buffers.115A NCAC 02HA506(bX2)]
12.The dimension,pattern and profile of the stream above and be/ow the crossing shall not be modified.Disturbed floodploin and streams shall be restored to natural geomorphic conditions.[15A NCAC 02H.0506(bX2)]
13.The use of rip-rop above the Norma/High Water Mark shall be minimized.Any rip-rap placed for stream stabilization shall be placed In stream channels in such a manner that it does not impede aquatic life possage.115A NCAC 02HD506(bX2)]
14.The Permlttee doll ensure that the final design drawings adhere to the permit and to the permit drawings submitted for approval.115A NCAC 02H .0507(c)and 15A NCAC 02H .0506(02)and(0211
15.All Work in or adjacent to stream waters shall be conducted In a dry work area.Approved BMP measures from the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags.rock berms,cofferdams and other
diversion structures shall be used to prevent excavation In flowing water.[15A NCAC 02HD506(b)(3)and(cX3)]
16.Heavy equipment shall be operated from the banks rather than In the stream channel In order to minimize sedimentation and reduce the Introduction of otter pollutants into the streom.[l5A NCAC 02HD506(bX3)]
l7.A//mechanized equipment operated near surface waters must be regularly Inspected and maintained to prevent contamination of stream waters from fuels,lubrlconts.lydroulic f/ulds.or otter toxic materials.115A NCAC 02HD506(bX3)]
18.No rock,sond or otter moterla/s shall be dredged from the stream channel except where outtarized by this certification.[15A NCAC 02H.0506(bX3)]
19.Discharging tydroseed mixtures and washing out hydroseeders and other equipment In or adjacent to surface waters Is prohibited.115A NCAC 02HD506(bX3)]
20.The perm)and Its outlarized agents shall conduct Its activities In a manner consistent with State water quality standards(Including any requirements resulting from compliance with 15164 303(d)of the Clean Water Act)and any other appropriate
requirements of State and Federal low.If the NCDWR determines that such standards or laws are not being met(Including the failure to sustain a designated or achieved use)or that State or federal law is being vloloted,or that further conditions
are necessary to assure compliance,the NCDWR may reevaluate and modify this certification.[l5A NCAC 02B4O2007
c
° 21.A copy of thus Water Quality Certification shall be maintained on the construction site at Gil times.In addition,the Water Quality Certification and all subsequent modifications,if any,shall be maintained with the on-site project manager.
115A NCAC 02H 0507(c)and 15A NCAC 02H .0506(02)and(cX2)]
0
° 22.The outside buffer.wet/ond or water boundary located Wlfhln the construction corridor approved by this outhorizatlon,including all ran-commerclal borrow and Waste sites associated with the project,shall be clearly marked by highiy visible
fencing prior to cry land disturbing activities.Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification.115A NCAC 02HD501 Grid.05021
23.The Issuance of this certification does not exempt the Permittee from complying with any and al/statutes,rules,regulations,or ordinances that may be Imposed by otter government agencies(I e.local,state,and federal)having jurisdiction,
o Including but not limited to applicable buffer rules,stormwater management rules,soll erosion and sedlmentotlon control requirements,etc.
24.The Perm/tree shall report any violations of this certification to the Division of Water Resources within 24 tours of discovery.[/5A NCAC 02B.0506(bX2)]
C3
0 25.Upon completion of the project(Including cry impacts of associated borrow or waste sites),the,permittee shall complete and return the enclosed'Certification of Completion Form'to notify the NCDWR Wien all Work included In the 401
c
Certification has been completed.115A NCAC 02HD502(f)]
U
26.Native riparian vegetation Ma.trees and shrubs native to your geographic region)must be reestablished In the riparian areas Within the construction limits of the protect by the end of tie growing season following completion of construction.
o [15A NCAC 02BD233 (10)]& [15A NCAC 02B.0506(bX2)]
y
W27.There shall be no excavation from,or waste disposal Into,jurisdictional wetlands or Waters associated with this permit without appropriate modification.Should waste or borrow sites,or access roads to waste or borrow sites,be located In
h wetlands or streams,compensatory mitigation will be required since that Is a direct impact from rood construction activities.115A NCAC 02HD506(bX3)and(cX3)]
28.Erosion and sediment confro/proctices must be in full compliance with all specifications governing the proper design,into/lotion and operation and maintenance of such Best Management Proctices in order to protect surface waters standards 1/5A
NCAC 02HD506(bX3)and(03)]:
c
° a.The erosion and sediment control measures for the project must be designed,Installed,operated,and maintained/n accordance with the most recent version of the North Carolina Sediment and Eroslon Control Planning and Design Manual.
o b.The design,Installation,operation.and maintenance of the sediment and erosion control measures must be such that they equal,or exceed,the requirements specified In the most recent version of the North Corolino Sediment and Eros/on Control
Manual The devices shall be maintained on all construction sites,borrow sites,and Waste pile(spoil)projects,Including contractor-owned or leased borrow pits associated With the project.
Ct
c.For borrow pit sites,the erosion and sediment control measures must be designed,Installed,operated,and maintained In accordance with the most recent version of the North Carolina Surface Mining Manual.
a d.The reclamation measures and Implementation must comply with the reclamation In accordance with the requirements of the Sedimentation Pollution Control Act.
0
29.Sediment Grid erosion control measures shall not be placed in wetlands or surface waters,or within 5 feet of tie top of bank,without prior approval from DWR.115A NCAC 02HD506(bX3)and(c)(3)]
ro
I 30.Wlen applicable,al/construction activities shall be performed Grid maintained In full comp/lance with G.S.Chopter 113A Article 4(Sediment and Pollution Control Act of 1973).Regard/ess of applicability of the Sediment and Pollution Control
0 Act,al/projects shall Incorporate appropriate Best Management Practices for the control of sediment and erosion so that no vio/otlons of state water quality standards,statutes,or rules occur.115A NCAC 02H D506103)and(03)and 15A NCAC 02B ry GCNN"aE�N v woRo"G AL V N
o .0200]
0 31.Design,Installation,operation,and maintenance of all sediment and erosion control measures shall be equal to or exceed the requirements specified In Ile,most recent version of the North Carolina Sediment and Erosion Control Manual,or for
o linear transportation projects,the NCDOT Sediment and Erosion Control Monuol.
Al/devices steal/be maintained on all construction sites.borrow sites,and waste pile(spoil)sites,Including contractor-owned or leased borrow pits associated with tie project.Sufficient materials required for stabilization and/or repair of
Is erosion control measures and stormwater routing and treatment shall be on site at al/times.
"ova:
For borrow pit sites.the erosion and sediment control measures shall be designed into/led,operated,and matntolned In accordance with the most recent version of the North Caro/Ina Surface Mining Manual.Reclamation measures and Implementation
shall comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 197I. ToaW"WArF
If the project occurs in waters or watersheds classified as 303(d)Impaired Waters,then the sedimentation and erosion control designs Stoll comply with the requirements set forth in 15A NCAC 04B 0124.Desi n Standards in Sensitive Watershed.115A `ANNIN MIND
P J Po• 9 PY 09 9
NCAC 02HD506(bX3)and(03);GC 41351
DOCUMENT NOT CONSIDERED FINAL ""Aw wRamY
UNLESS ALL SIGNATURES COMPLETED vrE Acas:aun
PREPARED IN THE OFFICE OF: ,A�\,""CARar,� i!J PRE;:
o Na LICE NSEIF-0,02 EROSION CONTROL �� 5�� BLUE RIDGE ROAD WIDENING
O REv.No.: RE�SIDrv: on s on
DRAWN BY: HECKES BY: Kimley )) HornPHONE,RA EIGH,FAYETTEVILLECAROLIN SMITE 800 DETAILS = F24«6IdOT TO SCALE
Thisdocu ent, together with the c cepts and designs presented herein, a a instrument of service, RALEIGH,NORTH CAROLINA 2]601 Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper (919)e]]-ZDaO wig• •NG �� 'z
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. INE
h shall be without liability to Klmley-Horn and Associates,Inc. ©2020 `,,i'y,W MQ�p Jo0 NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 1""�""�U�W, 011063094 EC-.`..

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. `W __ >
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the CA
A o esections of the NCGO1 Construction General Permit(Sections E and F,respectively). The project. f P, o� o ; ;"9° o og
permittee shall comply with the Erosion and Sediment Control plan approved by the 4. Collect all spent fluids,store in separate containers and properly dispose as 00delegated authority having jurisdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible).
may not apply depending on site conditions and the delegated authority having jurisdiction. 5. Remove leaking vehicles and construction equipment from service until the e o�mP, �1O oAmMxm"
problem has been corrected. � wE
77 ° .-.",
SECTION E:GROUND STABILIZATION 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products "`o,"a"_"m
o ° .�"
MNM
11
equired Ground Stabilization Timeframes to a recycling or disposal center that handles these materials. ww"E wi"° o"°m E. e�N �o •".°""
Stabilize within this
many calendar BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
days after ceasing �
Site Area Description Timeframe variations T. °
i
land disturbance LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
(a) Perimeter dikes, 1. Never bury or burn waste. Place litter and debris in approved waste containers.
swales,ditches,and 7 None 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
perimeter slopes receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water None waters unless no other alternatives are reasonablyavailable. p y
(HOW)Zones 7 and state solid waste regulations and at an approved facility.
4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
If slopes are 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than 7 not steeper than 2:1,14 days are p p
3:1 P Y 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 g or 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewaterin storing ditches,perimeter slopes and HOW g defective curb or sidewalk
14 Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
e Areas with slopes ditches,perimeter slopes and HQW Zones 1. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
( ) P p p Do not dump paint and other liquid waste into storm drains,streams or wetlands. can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 -10 days for Falls Lake Watershed unless 2• Locate paint washouts at least 50 feet away from storm drain inlets and surface
14 there is zero slope waters unless no other alternatives are reasonably available. install protection of storm drain inlet(s)closest to the washout which could receive
3 Contain liquid wastes in a controlled area. spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary q 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4• Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5• Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
c� activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
o' GROUND STABILIZATION SPECIFICATION PORTABLE TOILETS overflow events. Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the 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 components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
cp 10. At the completion of the concrete work,remove remaining leavings and dispose of
oo Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags.
in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in
caused by removal of washout.
`o other mulches and tackifiers other mulches and tackifiers high foot traffic areas.
c •Hydroseeding •Geotextile fabrics such as permanent soil
8 .Rolled erosion control products with or reinforcement matting 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
` without temporary grass seed •Hydroseeding Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
y •Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered with properly operating unit.
W .Plastic sheeting with mulch HERBICIDES,PESTICIDES AND RODENTICIDES
.Uniform entand evenly strainerosion
distributed ground cover 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
sufficient to restrain erosion pP Y' •Structural methods such as concrete,asphalt or EARTHEN STOCKPILE MANAGEMENT restrictions.
V1 retaining walls 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
o .Rolled erosion control products with grassseed 150 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water. If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
m 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE
O 4. Provide ponding area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site. ryocNNr�°W WOR°"oAL° N
0 offsite. 2. Place hazardous waste containers under cover or in secondary containment. vu
"0 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
0 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
g or surrounded by secondary containment structures.
0
0
FNCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
T­
Y
DOCUMENT NOT CONSIDERED FINAL P0°1 fORF51RY
UNLESS ALL SIGNATURES COMPLETED vrr Acos:aurr
PREPARED IN THE OFFICE OF: ..,trCARO?// i!J PRE;:
o NCLICENSEIF-0t02 EROSION CONTROL �� 5�t BLUE RIDGE ROAD WIDENING
O RThis: REme,t on s on
DRAWN eY:ervice, is BY: Kimley >> Horn RA EIGH,NORTH CAROLIN SUITE 800 DETAILS = F24NOT TO SCALE
This docu ent, together with the c cepts and designs presented herein, a a instrument of s e, PHONE:H,NORTH CAROLINA 2]6m Intended only for the specific purpose and client for which It was prepored. Reuse of and Improper PHONE:(919)e]]-ZDaO wi�• •NG �,,���'
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. INE,;
h Shall be without liability to Kimley-Horn and Associates.Inc. ©2020 `,, .W MQ�p Jo0 rvuNBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 rruurr1. 011063094 EC-.i'1

PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING
Self-inspections are required during normal business hours in accordance with the table SECTION C:REPORTING
1.E&SC Plan Documentation 1.Occurrences that must be re orted
below. When adverse weather or site conditions would cause the safety of the inspection p
The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on p g
approved E plan must be kept date throughout the coverage under this permit. The
which it is safe to perform the inspection. In addition,when a storm event of equal to or following itemsems pertaining to the E&SC&SC plan shall be documented in the manner described: (a) Visible sediment deposition in a stream or wetland.
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. Anytime when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
Item to Document Documentation Requirements • They are less than 25 gallons but cannot be cleaned up within 24 hours,
(a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy • They cause sheen on surface waters(regardless of volume),or
O Frequency and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume).
Inspect (during normal Inspection records must include: locations,dimensions and relative elevations and sign an inspection report that lists each
business hours
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC (a) Releases of hazardous substances in excess of reportable quantities under Section 311
maintained in If no daily rain gauge observations are made during weekend or Plan. This documentation is required upon the ofthe Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
good working holiday periods, and no individual-day rainfall information is initial installation of the E&SC Measures or if (Ref:40 CFR 302.4)or G.S.143-215.85.
order available,record the cumulative rain measurement for those un- the E&SC Measures are modified after initial
attended days (and this will determine if a site inspection is installation. (b) Anticipated bypasses and unanticipated bypasses.
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain-monitoring device (b)A phase of grading has been completed. Initial and date a copy of the approved E&SC
approved by the Division. Plan or complete,date and sign an inspection (c) Noncompliance with the conditions of this permit that may endanger health or the
(2) E&SC At least once per 1. Identification ofthe measures inspected, report to indicate completion of the environment.
Measures 7 calendar days 2. Date and time of the inspection, construction phase.
and within 24 3. Name ofthe person performing the inspection, 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Indication of whether the measures were operating (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
event>1.0 inch in properly, in accordance with the approved E&SC Plan or complete,date and sign an inspection After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours 5. Description of maintenance needs for the measure, Plan. report to indicate compliance with approved the appropriate Division regional office within the timeframes and in accordance with the
6. Description,evidence,and date of corrective actions taken ground cover specifications. other requirements listed below. Occurrences outside normal business hours may also be
(3)Stormwater At least once per 1. Identification ofthe discharge outfalls inspected, reported to the Division's Emergency Response personnel at(800)662-7956,(800)
discharge 7 calendar days 2. Date and time of the inspection, (d) The maintenance and repair Complete,date and sign an inspection report.
outfalls(SDCS) and within 24 3. Name ofthe person performing the inspection, requirements for all E&SC Measures 858-0368 or(919)733-3300.
hours of a rain 4. Evidence of indicators of Stormwater pollution such as oil have been performed.
event>1.0 inch in sheen,floating or suspended solids or discoloration,
24 hours 5. Indication of visible sediment leaving the site, (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
6. Description,evidence,and date of corrective actions taken. to E&SC Measures. Plan or complete,date and sign an inspection
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record report to indicate the completion of the
site 7 calendar days ofthe following shall be made: corrective action. Occurrence Reporting Timeframes(After Discovery)and Other Requirements
and within 24 1. Actions taken to clean up or stabilize the sediment that has left (a)Visible sediment • Within 24 hours,an oral or electronic notification.
hours of a rain the site limits, deposition in a • Within 7 calendardays,a report that contains a description of the
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and stream or wetland sediment and actions taken to address the cause of the deposition.
24 hours 3. An explanation as to the actions taken to control future
releases. 2.Additional Documentation Division staff may waive the requirement for a written report on a
(5)streams or At least once per If the stream or wetland has increased visible sedimentation or a In addition to the E&SC Plan documents above,the following items shall be kept on the case-by-case basis.
owetlands onsite 7 calendar days stream has visible increased turbidity from the construction site • If the stream is named on the INC 303(d)list as impaired for sediment-
or offsite and within 24 activity,then a record ofthe following shall be made: related causes,the permittee may be required to perform additional
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the
monitoring,inspections or apply more stringent practices if staff
accessible) event 1.0 inch in 2. Records ofthe required reports to the appropriate Division Division provides asite-specific exemption based on unique site conditions that make this
of determine that additional requirements are needed to assure compliance
O 24 hours Regional Office per Part In III,Section C,Item(2)(a)of this permit requirement not practical:
of thisermit.
with the federal or state impaired-waters conditions.
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
G
stabilization of grading measures,clearing and grubbing,installation of storm (a) This general permit as well as the certificate of coverage,after it is received. release of shall include information about the date,time,nature,volume and
� measures drainage facilities,completion of all land-disturbing hazardous location of the spill or release.
o activity,construction or redevelopment,permanent (b) Records of inspections made during the previous 30 days. The permittee shall record substances per Item
U ground cover). the required observations on the Inspection Record Form provided by the Division or 1(b)-(c)above
2. Documentation that the required ground stabilization
a similar inspection form that includes all the required elements.Use of (c)Anticipated • A the bypass,l ossible.
m measures have been provided within the required report before ypass,fP
timeframe or an assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
h soon as possible. shown to provide equal access and utility as the hard-copy records. 122.41(m)(3)] effect of the bypass.
s� (d)Unanticipated • Within 24 hours,an oral or electronic notification.
n (c) All data used to complete the Notice of Intent and older inspection records shall be bypasses[40 CFR • Within 7 calendardays,a report that includes an evaluation of the
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. maintained for a period of three years after project completion and made available 122.41(m)(3)] quality and effect of the bypass.
upon request. [40 CFR 122.411 (e)Noncompliance • Within 24 hours,an oral or electronic notification.
o with the conditions • Within 7 calendardays,a report that contains a description ofthe
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
Ct- health or the been corrected,the anticipated time noncompliance is expected to
environment[40 continue;and steps taken or planned to reduce,eliminate,and
it
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
ro case-by-case basis.
I
OO cm xAAeacNNr1MAuu-aa- V N
O
0
g NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
.aR�Y.A,F
Y
DOCUMENT NOT CONSIDERED FINAL P0°1 fOR�'"Y
UNLESS ALL SIGNATURES COMPLETED sTT Acros:aurr
PREPARED IN THE OFFICE OF: ..,t"CARO?/ i!J PRE;:
o NCLICE NSEIF-D,D2 EROSION CONTROL �� 5�t BLUE RIDGE ROAD WIDENING
O REv.No.: RE�SIDrv: on s on
DRAWN BY: HECKE58Y: Kimley )) HornPHONE,RA EIGH,FAYETTEVILLECAROLIN SMITE 800 DETAILS = F24<36 NOT TO SCALE
Thisdocu ent, together with the c cepts and designs presented herein, a a instrument of service, RALEIGH,NORTH CAROLINA 2]601 Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper (919)e]]-ZDaO wi�• •NG ,���'
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. INE,;
h Shall be without liability to Klmley-Horn and Associates,Inc. ©2020 `,,i'y,W MQ�p Jo0 rvuNBER: SREET nuNBER:
Copyright Kimley-Horn and Associates,Inc.,2020 1""ruU"�WW 011063094 EC

CLEANOUT B M ELEVATIO:VARIES 427 'TO 427-'
INV :4 I '
435 435
CO CRETE FORE BAY MEDIATSURFACE
XISTING GROUND RIM=426 0'
UT=4
430 430
/V /V A ---- ------- -- -- -- ---------_`----__----__ -
--__-- ---—--— ----
425 ���` 425
UOR INTED PVC
STOF 4GE s
O 420 - SEE DETAIL 06 PSq SCM-4 420
6"PVC
RFORAT A I-FLOTATIO SLAB
SEASONAL HIG WATER T LE NOT PRE ENT AT ELE.4I95'
415 415
+1 + 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90
\ 32q 92/
DO NOT DISTURB /
\ EXIST.CHURCH SIGN
OUTLET CONTROL STRUCTURE J / // F// - �I //0- / l/
BIORETENTION CELL-01 SEE DETAIL 6 PSH SCM-4
SEE DETAIL I PSH SCM-3
\ \ \ L PVC 6'PVCD,TR .
CEANOUT LAYOUT
F
CONCRETE FOREBAY —428
SEE DETAIL 03 PSH scM
DE PDE PDE PDE PDE —P D^E , PDE / PDE
PIPE INV OUT:425.5' 428 0�o
DROP INLET
EEREDLINE
429 27 DRAINAGE PLANS
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-- - - - — —V EMO
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(SR 1670) 1 MOT
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH-PLANSAUTHORIZED FOR CONSTRUCTION
O / � / All Construction must be in accordance with all Local,State,and
IS // —�_ Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
/ STORMWATER
\ IIIPLANNING/ZONING
\ � \ H
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a -DOCUMENT--NOT CONSIDERED FIN URBAN FORESTRY
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PREPARED IN THE OFFICE OF: II IIIIII1111 PROJECT:
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NpLICENSEpF-D,D2STORMWATER CONTROL _r:]QSEAL 5j °�J BLUE RIDGE ROAD WIDENING
REv.No.: REVI5i0rv: DATE: DRAWN BY: CHECKED BY: 421FA ETTEVILLESTREET,SUITE600 _. 0480 PHONE::(NORTH2000 NA2]601 MEASURE PLANS U0
This document, together with the concepts and designs presented herein, as an Instrument Of service, Is PHONE:919 en-ZaaO ��.'
(0 Intended only for the Bpeciflo purpose and olient for whloh it was prepere J. Re—of and of
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reliance on this document without written authorization and adoption by KIN-ley-Horn and Associates,Inc. �'� CI:`F'•SD?�\
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/I I I IIIIII�\\
Copyright Kimley-Horn and Associates,Inc.,2019 0063094 C(

Bi 7RM ELEVATI :352.0'
EXI TING GROU D
COMPACTED EARTH FIL.
BERM E EVATION:352.Y CLFANOUT RIM: 50.00'
360 MITaQ gTail 111- 360
PROPOSED S E DETAIL 7/CM74
=
15"OUT=46.16'
\ — _
355 \ 3 355
350 350
_
/\ .
......L T1
O 345 — // — 345
48PVC PVF. C /
PERFORATE ERFORATED /
WATER STORAGE SY TEM
S ONAL HIGH AT ER TAB NOT PRESS AT ELEV.3 5.0' _q
340 1 1 SEE D TAIL 07 PSH I SCM-4 340
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20
\ \ \ NOIMAC DRIV \ \
\ CD �s� I MAINTEN4'NCE I 6 /N PVC �� /
/ ACCESS POINT CLEANOUT-02 j l �� r
I I '4/M:350.00' Q
\ \ o I d PYPE ENTRANC 1 \ INV:3
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E 0 PSN SCM-3 I 0+ 1 d �. M M / / —
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DOCUMENT NOT CONSIDERED FINAL`
UNLESS ALL SIGNATURES COMPLETED
An I 1
t"I INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
\`/ C B RI CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
O EN/ \ / �" 1 I / I RO EC /0 \ R/PRAP OUTLET All Construction must be in accordance with all Local,State,and
PROTECT70N Federal Rules and Regulations.
coo S / •oE REDLINE
E ENTION I PVC (�yVDERO IN I — I AIN,46E PLANS
BIOR TRANSPORTATION FIELD SERVICES
6ENTION LAYOUT ( P.) I \ UANTITIES FO Q — _
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'I 17 PROJE
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;�;QpFES$%p" 1q BLUE RIDGE ROAD WIDENING
Kimley )) Horn STORMWATER CONTROL = BEAD
NC LICENSE pF-0102 _REV.No.: REVISION: DATE: DRAWN BY: CHECKED BY: RA FAYETTERTH CAROLIN SIl ITS 800 =r: AThisdocument, to ther with thecone is anddei ted herein, as on instrument of service, Is RALEIGH,NORTH CARCLINA 2]801 �• O264SO j\ 34"X 22"
9e p 9ns presenPHONE(919)8]]-Z000 MEASURE PLANS =��.•Fa �Q 5 0 10
,\ Intended only for the ant
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reliance without this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2019 ,io .'.l•"5���
l\p sholl be without liability a to Klocia Horn and Associates,Inc. " JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2019 ///IIRQB"�1��\ 0063094 S�.I.I-�

EXISTING GRADE TEMPORARY POOL ELEVATION — EXISTING GRADE TEMPORARY POOL ELEVATION
\ 3�SIDE SLOPES(TYR) SIDE SLOPES(TYP)
3 MAX. BIORETENTION SURFACE 3 M 3MAX SIORETENTION SURFACE
�1 I�AX.� \ �
INFLOWM,t 12"TEMPORARY 1 y /NFLOW PIPE 12"TEMPORARY 11 y
PONDING DEPTH / PONDING DEPTH /
\\�
18•+M1N I �\ \\ 18"+MININTERNAL INTERNAL
�
DO NOT MECHANICALLY COMPACT MEDIA \ /\\ I WATER
ROAGE ZONE DO NOT MECHANICALLY COMPACT MEDIA /j\j I o STIR AGE ZONE
CLASS"C'GEOTEXTILE FABRIC ALONG /\% CLASS"C'GEOTEXTILE FABRIC ALONG
SIDES OF BIORETENTION ALONG SIDES OF BIORETENTION ALONG
COMPACTED SUBGRADE \�\\/ e� _ % %o 0 0� p� COMPACTED SUBGRADE
NO FABRIC SHOULD BE PLACED ON THE i o ]S,I''OS NO FABRIC SHOULD BE PLACED ON THE i 0 0
BOTTOA OF THE BIORETENTION CELL OR // // / ROpEO BOTTOM OF THE BIORETENTION CELL OR / ,pOpEO
BETWEEN SOIL LAYERS j\%/ �\ //j\\\/\%' ROTo-TILL NATIVE SOIL TO BETWEEN SOIL LAYERS o\ ftOTO-TILL NATIVE SOIL TO
DEPTH,NO COMPARION \�\\/ \ / j \\ / /\\ 6"DEPTH,NO COMPACTION
CLEANOUTS AND UNDERDRAIN PIPES i��/ / j\j�\\�\/i\/�""' /%'j�` \ \/i\���\ CLEANOUTS AND UNDERDRAIN PIPES
SHALL BE LOCATED A MINIMUM OF 1 FOOT \\ / ���/ 6"PVC UPTURNED SHALL BE LOCATED A MRIIMUM OF 1 FOOT \\ / ���/ fill PVC UPTURNED
O FROM THE BOUNDARIES OF THE LENGTH VARIES SEE PLANS UNDERDERAIN IN FROM THE BOUNDARIES OF THE LENGTH VARIES SEE PLANS UNDERDERAIN RI
BIORETENTION CELL AND CAPPED AT OUTLET STRUCTURE BIORETENTION CELL AND CAPPED AT OUTLET STRUCTURE
ENDS, ELEV: 424.00' ENDS. ELEV: 348.50'
gyp. TYPICAL BIORETENTION CELL SECTION VIEW p TYPICAL BIORETENTION CELL SECTION VIEW
ll fiSCH.40 PVC WITH 3/8" t�0 NOT TO SCALE 6•SCH.40 PVC WITH 3/8" O NOTTO SCALE
PERFORATIONS 0 6.ON CENTER(4 c➢'O PERFORATIONS 0 6.ON CENTER(4
HOLES PER ROW).PIPE SOCKS ARE ,SLQ GEC ALL PVC CONNECTION HOLES PER ROW).PIPE SOCKS ARE �Q E� ALL PVC CONNECTION
NOT ALLOWED ON THE UNDERDRAIN S JOINTS TO BE WATER NOT ALLOWED ON THE UNDERDRAINS JOINTS TO BE WATER
ELEV: 425.50' TIGHT(TYP.) ELEV: 350,00' TIGHT(TYP.)
ELEV:425.25' 3"TRIPLE SHREDDED ELEV: 349.75' 3"TRIPLE SHREDDED
HARDWOOD MULCH HARDWOOD MULCH
BIORETENTION MEDIA(P-INDEX<301 BIORETENTION MEDIA(P-INDEX<301
75-85%MEDIUM TO COARSE WASHED SAND(ASTM C-33) 75-85X MEDIUM TO COARSE WASHED SAND(ASTM C-33)
8-15%FINES(SILT AND CLAY) 8-15%FINES(SILT AND CLAY)
8X MAXIMUM CLAY CONTENT 8X MAXIMUM CLAY CONTENT
ELEV:422.75' 5-10%ORGANIC MATTER(PINE BARK FINES) ELEV: 347.25' 5-10%ORGANIC MATTER(PINE BARK FINES)
ELEV:422.58' ELEV: 347.08'
ELEV:422.42' 2'WASHED ASTM C-33 SAND ELEV: 346.91' 2'WASHED ASTM C-33 SAND
2'WASHED 08 STONE 2-WASHED N8 STONE
ELEV: 421.42' 3"WASHED Y57 STONE ELEV: 345,9V 3"WASHED#57 STONE
ABOVE AND BELOW ABOVE AND BELOW
UNDERDRAIN PIPE UNDERDRAIN PIPE
10" loll 10" 10"
TYPICAL MEDIA SECTION TYPICAL MEDIA SECTION
NOT TO SCALE NOT TO SCALE
BIORETENTION CELL-01 0� BIORETENTION CELL-02 Dz
(NOT TO SCALE) SCM-03 (NOT TO SCALE) SCM-03
STORMWATER CONTROL MEASURE Wl CONSTRUCTION SEQUENCE:
C BIORETENTION CONSTRUCTION NOTES: 1.INSTALL PERIMETER EROSION CONTROL MEASURES
1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. 2.BEFORE STARTING UPSTREAM ROADWAY IMPROVEMENTS,CONSTRUCT BASIN WITHOUT MEDIA FILTER AND
N'1 2.SLOPES TO BE STABILIZED PRIOR TO INSTALLATION OF UNDERDRAIN SYSTEM. UNDERDRAIN
3.PROTECT OUTLET STRUCTURE OF BASIN WITH ROCK INLET SEDIMENT TRAP AS SHOWN ON EROSION CONTROL PLANS TO
3.TBI LOCATION IL MIXTURE RETENTION
NOT BE PLACED BE UNTIL THE SURROUNDING
SITE SEDIMENT DURING THE
ICONTRANAL STRUCTIOL BE FLUSH WITH RIM OF OUTLET STRUCTURE ELEVATION.SOME FILL AROUND THE OUTLET CONTROL STRUCTURE WILL BE
BIORETE IBLE F SOIL MIXTURE SHALL NOT BE PLACED UNTIL THE SURROUNDING SITE IS STABILIZED.THE CONTRACTOR SHALL BE
INFLOW PIPE E1 INFLOW PIPE E1 RESPONSIBLE FOR REPLACING BIORETENTION MEDIA IMPACTED BY SEDIMENT DEPOSITS DURING CONSTRUCTION. REQUIRED TO RAISE THE ROCK INLET SEDIMENT TRAP I.O'TO BE FLUSH WITH RIM OF OUTLET STRUCTURE(426.5').
5F[PUN $EE PIAN
Q E2 e• E2 4.UNDERDRAIN PIPES ANDCLEANOUTS SHOULD BE LOCATED IN THE QUANTITY AND ELEVATION FOUND ON THE GRADING PLAN. 4.BEGIN UPSTREAM ROADWAY IMPROVEMENTS
zr zz
5.ALLOW SEDIMENT LADEN DISCHAGRE FROM ROADWAY IMPROVEMENTS UPSTREAM TO ENTER PARTIALLY CONSTRUCTED
—III —III E3 S.CLEANOUTS SHALL CONSIST OF NON-PERFORATED PIPES,
BASIN.
6.BIORETENTION SOIL MIXTURE IRSM):SHALL BE PLACED AND GRADED USING LOW GROUND-CONTACT PRESSURE EQUIPMENT OR 6.COMPLETE UPSTREAM ROADWAY IMPROVEMENTS,ENSURE ALL SURROUNDING WORK IS COMPLETE AND SITE IS
pp�((T1qqE�FFKIy1 BY EXCAVATORS AND/OR BACKHOES OPERATING ON THE GROUND ADIACENTTO THE BIORETENTION FACILITY.NO HEAVY PROPERLY STABILIZED WITH A GOOD STAND OF ESTABLISHED VEGETATION BEFORE PROCEEDING(ALL SLOPES DRAINING TO
DIRTRSHOULD —III—III—III— —III glppFiEyT ON DIRTRSHOULD —III—III—III— —III SOIL MEOId EQUIPMENT SHALL BE USED WITHIN THE PERIMETER OF THE BIORETENTION FACILITY BEFORE,DURING,OR AFTER THE THE BASIN AREA SHOULD HAVE ESTABLISHED AT LEAST 90%VEGETATED COVERAGE,AND BE APPROVED BY THE ENGINEER.)
501LlAEpld TON PLACEMENTOFTHEBSM.THE BSM SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 12 INCHES FOR THE ENTIRE AREA
= BE EMOVED BE REMOVED OFTHEBIORETENTIONFACILITY.THE BSM SHALL BE COMPACTED BY SATURATING THE ENTIRE AREA OF THE BIORETENTION 7.CLEAN SEDIMENT OUT OF BASIN AND EXCAVATE AS NECESSARY TO INSTALL UNDERDRAIN SYSTEM.AFTER COMPLETING
Ln BEFORE IT FILLS BEFORE IT FILLS III— III III,Q_ FOREBAY .. FOREBAY ... FACI LITY AFTER EACH LIFTOFBSM IS PLACED UNTIL WATER FLOWS FROM THE UNDERDRAIN.WATER FOR SATURATION SHALL BE
APPLIED BYSPRAYING OR SPRINKLING.ANAPPROPRIATE SEDIMENT CONTROL DEVICE SHALL BE USED TO TREAT ANY UNDERDRAIN SYSTEM ADD BIOSOIL MIXTURE PER THE DETAILS OF THE PLANS AND COMPLETE FOREBAY WITH RIPRAP.
g
SECTION A-A SECTION A-A SEDIMENT-LADEN WATER DISCHARGED FROM THE UNDERDRAIN.IF THE BSM BECOMES CONTAMINATED DURING THE NOTE:DURING THIS PROCESS THE USE OF IMPERVIOUS DIKES AND PUMPS(IN CATCH BASIN 0611 AND IN THE DITCH
(, NOT TO SCAL NOT TO SCALE E CONSTRUCTION OF THE FACILITY,THE CONTAMINATED MATERIAL SHALL BE REMOVED AND REPLACED WITH UNCONTAMINATED
12"DEPTH 1E"DEPTH UPSTREAM)MAY BE REQUIRED TO DIVERT RUNOFF IF RAINFALL IS ANTICIPATED DURING UNDERDRAIN AND 810501E
= ELEVATION WASHED @57 ELEVATION WASHED @57 MAT ERIALATND.FINAL NALELEV TIONSOST THESHALL
OWNER.FINAL2INCHES OF ELEVATIONS
THE BSM SHALL O THE
CONTRACT
AFTERPUNS.HOUR
� STONE STONE SETTLING PERIOD.FINAL ELEVATIONS SHALL BE WITHIN 2INCHES OF ELEVATIONSSHOWN ON THE CONTRACT PLANS. INSTALLATION
p E1 425.50' E1 350.00' COMPACTED NATURAL 7.THE BIORETENTION SOIL MIXTURE(BSM)SHALL BEA UNIFORM MIX,FREE OF STONES,STUMPS,ROOTS OR OTHER SIMILAR B.INSTAL PLANTINGS PER LANDSCAPE ARCHITECTURE PLANS.
COMPACTED NATURAL 4'MIN DEPTH CONCRETE 4'MIN DEPTH CONCRETE
E2 425,00' EARTH UNDER PAD WITH A MINIMUM E2 349,50' EARTH UNDER PAD WITH A MINIMUM OBJECTS LARGER THAN TWO INCHES EXCLUDING MULCH.NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED
FOREBAY FOOTPRINT WITHIN THE BIORETENTION AREA THAT MAYBE HARMFUL TO PLANT GROWTH,OR PROVE A HINDRANCE TO THE PLANTING OR
U EARTH U FOOTPRINT COMPRESSIVE STRENGTH COMPRESSIVE STRENGTH
E3 424.50' OF 3000 P.S.I.AT 28 E3 349.00' A OF 3000 P.S.I.AT 28 MAINTENANCE OPERATIONS.
_V DAYS CONCRETE DAYS STORMWATER CONTROL MEASURE N2 CONSTRUCTION SEQUENCE:
00° S.PRIOR TO PLACING THE UNDERDRAIN AND THE BSM,THE BOTTOM OF THE EXCAVATION SHALL BE ROTO-TILLED TO A MINIMUM I.INSTALL PERIMETER EROSION CONTROL MEASURES
j A FOREBAY PAD O O DEPTH OF 6 INCHES TO ALLEVIATE ANY COMPACTION OF THE FACILITY BOTTOM.ANY SUBSTITUTE METHOD FOR ROTO-TILLING
O CONCRETE SEE PLANS FOR MUST BE APPROVED BY THE ENGINEER PRIOR TO USE.ANV PONDED WATER SHALL BE REMOVED FROM THE BOTTOM OF THE 2.IF ROADWAY IMPROVEMENTS UPSTREAM HAVE BEEN STARTED,ENSURE TEMPORARY DRAINAGE FROM CATCH BASIN
FOREBAY PAD EXTENTS FACILITY AND THE SOIL SHALL BE FRIABLE BEFORE ROTO-TILLING. 1018 HAS BEEN INSTALLED(SEE TMP PLANS)
SEE PLANS FOR o o J
EXTENTS 3.CONSTRUCT BASIN WITHOUT 15"RCP COMING FROM CATCH BASIN 1021(SEE STEP 5).NOTE:INSTALL SILT FENCE
3.5 0 0o O OoO 9.MEDIA PERMEABILITY OF I-2"/HRIS REQUIRED.
O O AROUND PERIMETER OF THE BASIN'S BERM BEFORE INSTALLING UNDERDRAIN/BIOSOIL MIXTURE.ENSURE NO SEDIMENT
!' <` O 10.POST CONSTRUCTION INFILTRATION TESTING WILL BE REQUIRED TO CONFIRM MINIMUM INFILTRATION RATES AS PART OF
d / _� 4 O O AS-BUILT/CLOSE-OUT PROCESS. LADEN RUNOFF ENTERS BASIN DURING INSTALLATION OF UNDERDRAIN AND B10501L MIXTURE,
••35" O O 4.COMPLETE UPSTREAM ROADWAY IMPROVEMENTS(ENSURE ALL SURROUNDING WORK IS COMPLETE AND SITE IS
a J3:25� 3.' ' ` A' ' O 11.REPORTS DOCUMENTING THE P-ION. AND HYDRAULIC CONDUCTIVITY SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND
O PROPERLY STABILIZED WITH A GOOD STAND OF ESTABLISHED VEGETATION BEFORE PROCEEDING-ALL SLOPES DRAINING TO
O O N[DOT AFTER FINAL CONSTRUCTION.
III OO O O THE BASIN AREA SHOULD HAVE ESTABLISHED AT LEAST 90%VEGETATED COVERAGE,AND BE APPROVED BY THE ENGINEER.)
N O 12.UNDERDRAIN PIPES SHOULD HAVEA MAXIMUM OF IO FEET BETWEEN THE UNDERDRAIN PIPES. 5.CONSTRUCT FINAL PHASE PIPE OUTLET FROM CATCH BASIN 1021.(ENSURE NO SEDIMENT LADEN RUNOFF ENTERS BASIN
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
O ` O 13.IF BASIN 15 USED TOCOLLECT5EDIMENTATION AS AN EROSION CONTROL MEASURE,DO NOTINSTALL UNDERDRAIN, DURING FINAL PHASE PIPE OUTLET CONSTRUCTION.)REMOVE TEMPORARY DRAINAGEFROM CATCH BASIN 1018(SEE
PIPECL- RIPRAP WASHED STONE,NOR ENGINEERED SOIL MEDIA FILTER UNTIL EROSION CONTROL MEASURES INSIDE MEDIA FILTER BASIN CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
I PIPE ENTRANCE ARE REMOVED. ROADWAY PLANS).
O EMBANKMENT PROTECTION 6.INSTALPUINTINGS PER LANDSCAPEARCHITECTURE PLANS.
SEE PLAN VIEW FOR 14.EXPOSED CLEANOUT CAP AND CONNECTORS TO BE CONSTRUCTED OF WHITE UVRESISTANT PVC MATERIAL. All Construction must be In accordance With all Local,State,and
O A A FULL EXTENTS
N'T Federal Rules and Regulations.
g FOREBAY DETAIL-03 03 FOREBAY DETAIL-04 oa
TRANSPORTATION FIELD SERVICES
3 (NOT TO SCALE) (NOT TO SCALE) PUBLIC UTILITIES
GENERAL NOTES SCM 03 STORMWATER
I (NOT TO SCALE)
PLANNING/ZONING
Y FIRE
DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: ��II11Cp jjlll/i PROJECT:
����QFF.SSlp,� i�y�Gtiy
N NCLICENSE#F-0102 STORMWATER CONTROL SEAL BLUE RIDGE ROAD WIDENING
REV.No.: REVISION: DATE: DRAWN BY: CHECKED Br: 421 FAYETTEVILLE STREET,SUITE 600 r. O20'I0�
N Kimley >> Horn .PHONE:H NORTH CAROLINA 2]601 MEASURE PLANS0 00This document, together with the concepts and designs presented herein, as on Instrument of serVice, Is PALO H,,NORT]-2DD0(p Intended only for the Specific purpose and ollent for which It was prepared. Reu56 of and Improper %9i'F'1;CI LLF. ,�
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2019 'i Q '`• ���
Q3 shall be without liability to Klmley-Horn and ASsoslates,Inc. T1 p�� K JDB rvuNBER: SREET nuNBER:
Copyright Kimley-Horn and Associates,Inc.,20I9 �'I/jll Nouil��"� 0063094 S_ -

CLEANOUT INV. TO BE FLUSH 2'x3' TRASH RACK CLEANOUT INV. TO BE FLUSH 2'x3' TRASH RACK
WITH TOP OF FILTRATION AREA. RIM ELEV. 426.50' TOP OF STRUCTURE WITH TOP OF FILTRATION AREA. RIM ELEV. 351.00' TOP OF STRUCTURE
EXTEND 3" BEYOND SIDE SLOPE
EXTEND 3" BEYOND SIDE SLOPE ELEVATION=427.75' (SEE ELEVATION=352.25' (SEE
WITH #57 STONE AROUND END CAP DETAIL 8 THIS PAGE) WITH p57 STONE AROUND END CAP DETAIL 8 THIS PAGE)
HINGE HINGE
HANDLE — _ HANDLE — _
—
PROPOSED 3' X 2'CONCRETE BOX RISER PROPOSED 3' X 2'
/ \\\/\\/ CONCRETE BOX RISER
\\\\ 3.0' POLYPROPYLENE PLASTIC STEPS. PLACE \\/\\ 2 0• POLYPROPYLENE PLASTIC STEPS. PLACE
i INSIDE OF RISER STRUCTURE (REFER TO i i INSIDE OF RISER STRUCTURE (REFER TO
NCDOT STANDARD DETAIL 840.66) ��i i /\\% NCDOT STANDARD DETAIL 840.66
�i i i ///// )
3.0" ORIFICE (CAPPED) � �i� \\\\/\\\ 3.0" ORIFICE (CAPPED)
INVERT = 425.50' REINFORCED CONCRETE DRAINAGE i�i�i /////// INVERT = 350.00' REINFORCED CONCRETE DRAINAGE
/ PVCELBOW CONTROL STRUCTURE NCDOT STD ��i��i�i \%\//\\\�\\/ 6"PVC ELBOW CONTROL STRUCTURE (NCDOT STD
� WITH EXTENSION. DWG# 840,14) ( �i� //j///\\//j// WITH EXTENSION. DWG# 840.14)
\/\\/ NV,=42a,00' ��i \%\\%\\%\\% INV.=348.50'
O i�i i� \\/�\\/�\\/�\\ PROPOSED 15" RCP OUTLET PIPE. PROVIDE i �i /\\�/\ \ \\/
6" PVC UNDERDRAIN, i�iii\//\//\//'<//� \�j/\\j/\\j/\\j/�
PROVIDE \\\/\\\\\\\ WATERTIGHT SEAL AT JOINT WITH 6" PVC UNDERDRAIN,
WATERTIGHT SEAL ��� //\//\//\/\// HYDRAULIC CEMENT, PROPOSED INV. AND PROVIDE—
AND PROPOSED 15" OUTLET PIPE.
/\\j\\j\\j\\j\ (APPROX. 421.67') WATERTIGHT SEAL �� /\\/\\/\\/\\/\
HYDRAULICTERTIGHT SEAL AT
AT OINT CEM NTT. ��i \/\\j\\%//\\j\\ HYDRAULIC(NT WITH
CEMENT, �i i \\\\\\\\\/\ JOINT(WITH DE AHYDRAULIC EMENT,
INV. IN = 421.67' ��i \\ \\\\\\\ INV. IN = 346.16' ��i \\ \//\\\\\\ PROPOSED INV. APPROX.
AT
\ 422.92' \ 346,16')
347.41'
EXTEND RISER INTO GROUND A � 4 i.. .� 'i < U421.67' EXTEND RISER INTO GROUND A
MINIMUM OF 1.0'AND FILL WITH r ' UNDERDRAIN MINIMUM OF 1,O'AND FILL WITHrE .r
CONCRETE TO OUTLET BARREL PIPE A CONCRETE TO OUTLET BARREL s PIPE
346.16' UNDERDRAIN
< A 9
INVERT TO PROVIDE � '� �e�� INVERT TO PROVIDE � �` r r � A A
ANTI-FLOATATION WEIGHT ar ANTI-FLOATATION WEIGHT 41 2,
2'
3 FLUSH WITH 3'
PROPOSED PROPOSED
FLUSH WITH PROPOSED 15'
PROPOSED SECTION A-A 15" C0 TLETPPIPE PLAN VIEW SECTION A-A PLAN VIEW OUTLET PIPE
DETAIL 6: OUTLET STRUCTURE os DETAIL 7: OUTLET STRUCTURE o7
(NOT TO SCALE) SCM-04 (NOT TO SCALE) SCM-04
e
a
E
,y4 REBAR #4 REBAR
QHINGE e
_] 6"TYP p5 REBAR
VARIES
ON RISER TRASH RACK NOTES:
U AL EYBOLT FOR ALL 1, ALL JOINTS SHALL BE FULLY WELDED
SECTION A-A ATTACHING AROUND JOINT WITH A MINIMUM OF A 1/4"
BEAD.
CHAIN 2, IF BOLTS ARE ANCHORED IN CONCRETE.
� _ CLOSURE FOLLOW STD.DWG.862.03 AND 862.04
o
VARIES FOR ANCHORING PROCEDURE.
3. EYEBOLT FOR CHAIN CLOSURE SHALL BE
INSTALLED BY THE SAME METHOD AS THE
U HINGE PLATE BOLTS.
4, RACK AND HARDWARE SHALL BE ALUMINUM
U 12" 11" 11" 12" 11" 77" 12 OR REBAR AND GALVANIZED IN
ACCORDANCE WITH ASTM A-153.
j 5. PROVIDE OPENING IN TRASH RACK TO
O ACCOMMODATE SLUICE GATE ON THE
OUTLET PIPE. ENSURE TRASH RACK
OPENS FREELY AND WITHOUT INTERFERENCE
EYEBOLT 11 . WITH SLUICE GATES.
A(MOVE AS NECESSARY) M4 REBAR M4 REBAR
t /5 REBAR
t V I
HING1 VARIES ON
ALL
PLM REBAR TRASH RAC 'CTION B-e INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
m NOT TO SCALE
CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
0 All Construction must be in accordance with all Local,State,and
Federal Rules and Regulations.
O
TRANSPORTATION FIELD SERVICES
O
3 PUBLIC UTILITIES
DETAIL 8: REMOVABLE ORIFICE TRASH RACK
O$ STORMWATER�
SCM-04
PLANNING/ZONING
Y FIRE
DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: CARP// PROJECT:
QpFF,55%0;�'j',y'
NCUOE
N Kimley
\\ Horn 421FAYETTEVILE STORMWATER CONTROL :` SEAL _ BLUE RIDGE ROAD WIDENING
O REV.No,: REVISION: DATE: DRAWN BY: CHECKED Br: J/ 421 FAYETTEVILLE STREET,SUITE 800 _. 026480
SEAL
N RALEIGH,NORTH CAROLINA 27601 MEASURE PLANS LO U >
\ This document, together with the poses and and designs presented herein, d an Instrument of roperservice, Is PHONE:(919)6]1-2D00 %U
(0 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. ©2019 �iQ
l00 Shall be without liability to Klmley-Horn and Associates,Inc. JDB NUNBER: SREET nuNBER:
Copyright Kimley-Horn and Associates,Inc.,2019 %//I7IRQU11�p0� 0063094 $CM-Q

TREE PROTECTION NOTES: TREE CONSERVATION TABLE
REMOVE RETAIN
1. ALL TREES THAT ARE TO REMAIN,WITHIN OR DIRECTLY ADJACENT TO THE LIMITS OF WORK MUST BE PROTECTED WITH TREE PROTECTION FENCE 3"W" 11"-W' 19"-26" 126" 3"-10" 11"-18" 19"-26" >26"
TO THE EXTENT OF THE CRITICAL ROOT ZONE(CRZ).FENCING IS TO BE INSTALLED PRIOR TO CONSTRUCTION,MAINTAINED THROUGHOUT,AND
REMOVED ONLY AT THE END OF THE PROJECT.SEE DETAIL SHEET TR-12. y, ASH
B 1 BEECH
2. NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE CRITICAL ROOT ZONE OF A TREE WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR BRADFORD PEAR
\
PROJECT ARBORIST:ALTERATION OR DISTURBANCE TO EXISTING GRADE;STAGING OR STORAGE OF CONSTRUCTION MATERIALS,EQUIPMENT,SOIL '66. F CATALPA
OR DEBRIS;TRENCHING;OR DISPOSAL OF ANY LIQUIDS. fb
CEDAR
3. NO HEAVY EQUIPMENT SHALL BE USED WITHIN THE CRITICAL ROOT ZONE OF AN EXISTING TREE. \ QQ CHERRY
4. APPROVED EXCAVATIONS AND SIDEWALK REMOVAL WITHIN THE CRITICAL ROOT ZONE SHALL PROCEED WITH CARE BY USE OF HAND TOOLS OR /� CRAPEMYRTLE 1
EQUIPMENT THAT WILL NOT CAUSE INJURY TO TREE TRUNKS,BRANCHES AND ROOTS. DURALEIGH COMMERCE I LLC DOGWOOD
DB 16965 PG 908 GUM
S. NO ROOTS GREATER THAN 2 INCHES IN DIAMETER SHALL BE CUT WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST.EXPOSED PB 2005 PG 2180 HOLLY
ROOTS 2 INCHES AND LARGER IN DIAMETER SHALL BE WRAPPED IN BURLAP OR OTHER APPROVED MATERIAL AND KEPT MOIST AT ALL TIMES. 3000 DURALEIGH RD UVEOAK
6. IF THERE ARE ANY TREE CONFLICTS ON THIS JOB SITE PERMIT HOLDER MUST SUSPEND ALL WORK THAT CONTRIBUTES TO THE CONFLICT AND MAGNOLIA 1
IMMEDIATELY CONTACT LANDSCAPE ARCHITECT OR PROJECT ARBORIST FOR DIRECTION AND CLEARANCE TO CONTINUE THE CONFLICTING WORK. 9 MAPLE
IMSA
7. TREES THAT ARE PROTECTED SHALL BE THOROUGHLY WATERED AS REQUIRED TO MAINTAIN SOIL MOISTURE FROM APRIL THROUGH SEPTEMBER. / 2?•j3 9.
F MMYRTLLE
B. TREES OUTSIDE THE EXISTING RIGHT-OF-WAY ARE SHOWN FOR REFERENCE,BUT ARE OUTSIDE THE LIMITS OF THE PROJECT SITE.DETERMINATION OF OAK 4 1
IMPACTS FOR TREES OUTSIDE THE EXISTING RIGHT-OF-WAY IS TO BE COORDINATED WITH THE CITY OF RALEIGH AND A CITY-APPROVED, PINE 2
ISA-CERTIFIED ARBORIST. / Sep• y' POPLAR
9 In
O 9. ALL EXISTING TREES TO REMAIN THAT ARE WITHIN 10'OF THE LIMITS OF OF DISTURBANCE MUST BE PROTECTED WITH TREE ARMOUR.SEE DETAIL / / '9 BS 99• \ SYCAMORE 1
SHEET TR-12. / `` WILLOWOAK
HARDWOORNAMENTA 4 1
RANDTOTA 6 6 1 0 0 2 0 0
GRAND TOTAL 193 39 12 11 19 16 12 11
p C�
ALIBURTON \
DB 00 PG 00 4'g�
\3115 BLUE RIDGE F s�36 bg
S �
\\ \ FkF4 ?�� JQ�Cj� THE VINEYARD AT BENTLEY
\/f', �„sh RIDGE OWNERS ASSN INC
_I �_ DB 1205E PG 1987
—�`' ti 3125 BLUE RIDGE RD
� UP DAw IB•OAK
3 \ I'HARDW000/ Q-PINE q
BY MAGNOLIA
\ F —TPF _J / \rIZPINE TPF3 rPF 15'PINE
l3 \ O \
C "TPF' ]]-OAK \\�L7
_q roR S�• <� //� l /�1 —S\ TP \ 111 6-CRAPE MYRTLE��
E�O- / V
\/ J 2•OAK ALLEY
\� ��� \ IB•HARDwooD Of? ill
DAN _ 12-DAw
/ BLUE RIDGE RD _ \
(SR 1670) a HARowaD ��_� pp
����pFCJf7Cp7 �
4569Q-
F Exls��ir—�_�
"IT 16"0 RD IE EY;AMDRE
C
15'HAROW000 Q�—�) /
��/ \ \\/EIP\ /^�j\\�� \J� /� Cap C\�/ // \TPF TPF EI
l/F � I
O.
TREE CONSERVATION LEGEND
f S
\\�r
o TREE TO REMAIN O \
ro OVAL
TREE TO REMAIN AND BE C Sas CONCURRENTREVIEWD FO CONS
9�b3s REX HOSPITAL INC CITYOF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
PROTECTED WITH TREE ARMOUR \'� F f DB 3910 PG 373 ,<�
O c�Ti \ \ 28106 BLUE RIDGE RD t�o Tn<Pro w 1 a 11 AN-1 �<m
API r<Pwr<m 11 ror
o TREE TO BE REMOVED ® is HTa BLUE RIDGE.LLcPo°:r<�r�^`
\_00f DB 15695 PG 1477 eeP<o�Me<rm�w Ifn M<ra.aomPbd..11 An APNF .01,1Olmmw
fewereltlews.This spe<M<sutK<rlvtlon EMow Is not<permk rar sAsll F De
g 01
TREE AREA TO BE REMOVED \ \ 3100 BLUE RIDGE2ID IeA "'°PHN<nYWol<IN^aD1.I,dFrFAIAW—wAll°nllry
w<N,M<u.<ne F<e<r<I Rm<s<m All 0,11—
�. O� A & A TRANSPORTATION FIELD SERVI $
3 TREE PROTECTION FENCE TPF OOP ti BUILDING LLC
o \ 2 ryq• A PUBLIC UTILITIES
lY \\ 16664
PG 2532 STORMWATER
LIMITS OF DISTURBANCE �a, PG 198Z - PANNING/ZOG/ZO
NING
CUT/FILL LINE _ _ _ _ _ _ F f\ �9\� FIRE
CRITICAL ROOT ZONE AREA CRZ \f\ DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
UNLESS ALL SIGNATURES COMPLETED SFFEACCESSIBIUTY
PREPARED IN THE OFFICE OF: pRFCA T PROJECT:
es's'Ij •,
N Kimley )) Horn4He LICE 21FAYETTEVILE TREE CONSERVATION SQL : 20 BLUE RIDGE ROAD WIDENING
REVISOrv: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET,SUITE 800024436
RALEIGH,NORTH CAROLINA 27GD1PLANS
Thisdocument, together with theconept anddeigns presented herein, as on Instrument of serVice, Is PHONE:[phone]
(0 Intended only for the specific purpose and allent for which It was prepared. R.I..of and of
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ,��.
lO shall be without liability to Klmley-Horn and Associates.Inc. ©2020 ,
,,, y'W�Q, JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AFFFUUETW 01 1063094 TF'-

TREE CONSERVATION TABLE
REMOVE RETAIN
3`10" 1V'-18„ 19„-2V„ > 3„-W' 11„-I„ W-11„ 12V„
83992 3 ASH
58.57' BEECH
23.697E BRADFORD PEAR
CATALPA
CEDAR, O11
I CHERRY
CRAPE MYRTLE 10 2 Q7
DOGWOOD
KAY W STOCKETT GUM �PO
DB 00 PG 00 HOLLY 2
N PB 1999 PG 292 LIVEOAK
^W' < O MAGNOLIA
o t'1 I I II III N 55
2.15'2 E N MAPLE
615'
oI III III BENJAMIN F MEEKS RHARDWOOD
CATHERINE H MEEKS DB8515PG 2162 PB 1998 PG 761N 38.66'' E fl NNE TAYLO 3100 BENTLEY FOREST TRLUNDERWOOD OD 4772 PG 1062 0�STAGS P1998 PG 761 'N MELISSA B MIZELLES 58°55'44' LEAP C` DB 12153 PG 328 2 1
26.68• N I5°92'4B; PB 1998 PG 761 ORNAMENTAL BLUE RIDGE COMMONS
�" SHEETTOTAL 14 0 0 0 2 0 1 0 OFFICE CONDO
ry \
PB DB 8255 PG 26
BENJAMIN F CURRIN 3221 BLUUE RIDGE
a RD
3
m � o
/ Q N 5532'31'
O
n/.. 6'C RAPE MIZtE, F / N 55°12'28'E m m m m
`l 22'HAROWO / I I 0 5-CRAPE MYRTLE
h 6'CRAPE MY MrRTLE S 5552'28-W94 62• 5-HOLLY
MxFTE l — '^3 55°15'21'E J
S 55°15'21•W G70}(3
JOANN HAMMERBERG =�I I f� II I 92.76' '}" •'� ��St:Z7p
Nr BRUCE HAMMERBE I B'rour _� Q_
EIP B 8... PG 79 \ W II II r10-MAPLE ---
3901 BENTLEY BRIDGE R MAPLE
I z
f .. .. .. .. .. ,f —RAPE M
TAI A F.
5'C LE n� LLJ
O N�. ?. EN F EIP E F /X/ v I -- — — ---
X E L E F EipiI^ I ?
v - I BLUE RIDGE SR 1670J RO I — N
IS x /W ��
..
o I C TPF f= — I f FFF-- T L I I� \ EIP TPFXI
I' �\ I'.'1CIT -OF RALEIGH
4t' TRA SIT EASEMENT W 10'HMOWOOD Y d J
/ I2' 8-CRAPE MYRTLE
MAPLE .'HARDWOOD
ti
JAMES A KERSEY —
12 ANN L RS KEEY II 3
\� \ UL3 2512 PG 571
' a PB 1974 PG 280 I FRAN ANDOLINA
h I IF 3117 CAROVEL CT I U N E ANDOLINA
/ N 52°26'00'E EIP DB 15616 PG 1154
182.21' LLJ •PI 6 C AROVEL280
� rn '-
O I,P N 53°12'II'E 140.76'
o CT
j
cy N ON TERESSA BRALLEY a
DB 10593 PG 1922 — V
//�� /
TREE CONSERVATION LEGEND ( REXVIEW MEDICAL PARTNERS LLC PB 1974 PG 280
l DB 10537 PG 728
as l 3200 BLUE RIDGE RD
TREE TO REMAIN O ��� / 00 1I
S 52'30'37'W EIP
ro CONCURRENTREVIEW
TREE TO REMAIN AND BE C 201.85• -- O CONS
ITTY01 RALEIGH-P ANS AUTHORIZED
RUCON
PROTECTED WITH TREE ARMOUR ' F FOR CONS
�— p:°° p
oN °'wn °tea�w me fo
o TREE TO BE REMOVED ® I aP.orum m Oam"^<ca e.�mmtee6.eM
refponNElefp mmpll .1, ell epµ It Clty,1.11A by
MARIE A MOODY s�1 F<uratlew:.rni::P<YY l_AI me ANAA i.cot.n w oar,mo n e<
g TREE AREA TO BE REMOVED IDS 12775 PG 1141 O ^^=p M1eYW°I11-M1.�<n°rFpAA1.1I. AIIFA1R,°°I°e
w<M,vn<.eee v<e<rel am<:erla a<rvlea—
PB 1974 PG 280 Ir
O TRANSPORTATION FIELD SERVICB$
3 TREE PROTECTION FENCE TPF
o PUBLIC UTILITIES
ATER
LIMITS OF DISTURBANCE S5214.18''W STORMWG/ZO
J 214.18' __j
7 CUT/FILL LINE FIRE
CRITICAL ROOT ZONE AREA CRZ DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
UNLESS ALL SIGNATURES COMPLETED SRI:ACCESSIMUTY
PREPARED IN THE OFFICE OF: ��`„sFC11",7� FP IE;:
���.bFESS/'p•" '-
N Kimley >> Horn4I LICE 21FAYETTEVILE TREE CONSERVATION S 9�L : 20 BLUE RIDGE ROAD WIDENING
REVI5i0rv: DATE: DRAWN BY: CHECKED Br: 421 FAYETTEVILLE STREET,SVITE 800 024436
RALEIGH,NORTH CAROLINA 27601PLANS
Thisdocument, together with theconcept anddesigns presented herein, as on Instrument of serVice, Is PHONE:(919)677-MOO
(0 Intended only for the specific purpose and client for whloh It was prepared. R.—of and of
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. �i,e+ INE,:��,��.
1p shall be without liability to Kimley-Horn and Associates,Inc. ©2020 i�,��y W�Q,, Jo0 rvuMBER: SREET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AFuuEFL<�� 011063094 TF

TREE CONSERVATION TABLE
REMOVE RETAIN
3"-M" 11"-M" 19"-26" >26" 3"-10" 11"-18" 19"-26" >26"
ASH
BEECH `1
BRADFORD PEAR 0
CATALPA
CEDAR
CHERRYQO
CRAPE MYRTLEI 4
•a`n+d DOGWOOD
GUM
HOLLY
LIVE OAK
MAGNOLIA _
MAPLE 2 1
MIMOSA 1
MYRTLE
OAKI I 1 1 1 1
PINE 5 1 1 O
POPLAR F
SYCAMORE ST PAULS CHRISTIAN CHURCH
DB 1657 PG 507
O O WILLOW OAK M PB 2008 PG 500 /
HARDWOOD 6 2 3331 BLUE RIDGE RD
ORNAMENTAL / A
SHEETTOTAL 18 2 4 1 0 0 1 1 0
leg
ISBLK
THE SUMMIT CHURCH \/
HOMESTEAD HEIGHTS
BAPTIST CHURCH INC
PB42
PG B20 05 IIPG II965
4f ' 3249 BLUE RIDGE RD
6NE
5IPINE �
W MIMOSA
I 5•PIN
E 4-CREPE MYRTLE'
12'PINE 22'HAROW 4- I IB•OAK
00
A-PINE 24'HAR 5W HARDW000 I II I I - F
4 HARDW0WW00 CREPE MYRTLE 4-CREPE MYRTLE F CI� 19'DAK
6-HAROWOOD 6 H4pHl�FOW000 II I 5'CREPE MYRTLE ;/ I�
W 7-MAPLE TP TPF TPF TPF
W f'.2 IT MAPLE r 5-CREPE MYRTLE
F
C — — — —C— — — — — — I I ' T CREPE MYRTLE ` ` — — — — \ 0 d Fl l _C TPF—
EXIST RAW — —C — L — J —TPF ----
LLJ Exlsr e,W
o — ------ ——— ---- --- W
+ 28•PINE
N I I4•HARuwaao`E I BLUE RIDGE RD I I I cl ED Ln
(SR 1670) x
--- l� -- - IP --- IP ----FIFO ---
M i EIP TPF EX51 T R/W TPF — TPF I F TPF• TFP� TPF PF F ExIrP w
I Z J
�3 00
I C3 6'C&C
ti 67 fl flE7 I �1 Q I fJaG7 . .. I I IG7� d /� I 0000 E�ALL
om
-coo Q O I ISFD J ISBKD Q Q ISBKD I.SSFD ( ISBKD I V
ayT C II ISBKD ISBKD y h
ISFD I ISFD ISFD \fl IJ ISBKD Ell
_
ISFD
- _ _ MERIT K CROSS
GEORGE KANGKOLO S
to z TONYA KANGKOLO DB 16169 PG 2401
c �� DARYL T BOWMAN WILLIAM J FRANCOIS z DB 10163 PG 1931 PB 1974 PG 280
_p MAHROUS M.ISKANDERN _I HRISTOPHER L REGISTE GILBERT W FILE IV z SUS AN D BOWMAN HILLARY MCNICHOL FRED A CRESS MYRTLE E HEPLER PB 1974 PG 280 332 BLUE RIDGE RD
FADIA MIKHAIL ISKANDER REID MANGUM SANDRA ELLINGTON GUARDIAN FBO MARIA CHRISTINE GILBERT DB 14148 PG 2586 SDB L2038 FPG 60 S DB 15284 PG 1087 DB 15791 PG 426 DB 4573 PG 891 3328 BLUE RIDGE RDg 25,5y N 52*42*59'E
DB 4879 PG 465
DB 4418 PG 198 DB 9875 PG 2442 m BILLY RAY REGISTER DB 13527 PG 1577 PB 1974 PG 280 pg 1974 PG 280 PB 1974 PG 280 PB 1974 PG 280 PB 1974 PG 280 E N 119.69,
PB 1974 PG 280 PB 1974 PG 280 PB 1974 PG 280 DB 00-E PG 1160 PB 1974 PG 280
$ TREE CONSERVATION LEGEND E RD PB BLUE
RI 280 3304 BLUE RIDGE RD 3312 BLUE RIDGE RD 3316 BLUE RIDGE RD 332N BLUE RIDGE RD 3324 BLUE RIDGE RD N39'2559 26p3
N 52°27'59'E N 5UE RIDE N 52UE,RI E N 52 BLUE
E N 52° RIDE 71,5T.
3300 BLUE RIDGE RD N 479T59� DB 29 D WARREN
85.30' 85.00' 85.00' 84.35' 85.00' 90.00' W DB 2966 PG 100
� 85.30' �_o PB 1974 PG 28 ISFD
TREE TO REMAIN O
ro CONCURRENT REVIEW APPROVAL
TREE TO REMAIN AND BE C
PROTECTED WITH TREE ARMOUR N 5z 4z P CI YOF RALEIGH-P ANS AUTHORIZED FOR CONS RUC ON
:him°.x
O BERMAN SANDERS 145.0 ee oc ae .e�ns[�m -PlNn "Rh
.R"re:l<cwrem.m ro
o TREE TO BE REMOVED ® M°".I;'w.Nn,..11,1. 11M.1.NPP.11-tho..AINIA CR,M�KM
DB 15570 PPG 21154 ..FohRM.ra FFmPPm..11.IMPN—.1 Old A Ra
o TREE AREA TO BE REMOVED = ^oPMR,hTl1l<INh0DW,SUM>:F�1101.All011 01
Pom.,a w-11—M11..M F—I Ri ne.en!kwl.,I—
p - TRANSPORTATION FIELD SERVI%$
TREE PROTECTION FENCE TPF - PDBLICUTILITEs
8
STORM—
LIMITS OF DISTURBANCE
Q PLANNING/ZONING
NING
CUT/FILL LINE
FIRE
^ URBAN FORESTRY
CRITICAL ROOT ZONE AREA CRZ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITEACCESSIBIUTV
PREPARED IN THE OFFICE OF: �FCA FFi1JE1-
N Kimley >> Horn4NC 2LICEETTEVIUE TREE CONSERVATION U4AL
36 20 BLUE RIDGE ROAD WIDENING
REVI.Orv: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET,SUITE 800 024436 RALEIGH,NORTH CAROLINA 27601PLANS
Thisdocument, together with theconepts anddeigns presented herein, as on Instrument of serVice, Is PHONE:(919)677-MOO
(0 Intended only for the specific purpose and allent for whloh It we.prepared. R.—of and of
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. �i,e+ ,��.
UO .hall be without liability to Kimley-Horn and Associate.,Inc. ©2020 i�, y............W ,� Jo0 NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AF...LFLTW, 011063094 TF

TREE CONSERVATION TABLE
REMOVE RETAIN
3`10" 11"-18" IT-26" >26' 3"-10" 11'-18' 19"-26" >26"
ASH
BEECH
BRADFORD PEAR
CATALPA
CEDAR
CHERRY �
CRAPE MYRTLE 13 �Q
DOGWOOD /
GUM 2
HOLLY
LIVE OAK
GLENN J ROBERTS
N
DB 14541 PG 2000 MAGNOLIA
MARGARET W.JONES
3413 BLUE RIDGE RD
MAPLE 1 DB 17-E PG 4106 W
MIMOSA 3435 BLUE RIDGE RD
MYRTLE a
o i OAK Q El
O — PINE + `V —78°00•
•1- ory POPLAR 'I, r=i S 37
O o MN a SYCAMORE Q / 165,87• R
o� WILLOWOAK
HARDWOOD 8 5 1 1 ^p
MARCO MEULINK
ORNAMENTAL ANNE DUVAL COURIE-MEULINK
DB 16464 PG 1151
SHEETTOTAL 21 6 1 1 0 1 0 0 0 PB 2016 PG 1058
3449 BLUE RIDGE RD
\ s egg MARK A MASSENGILL
9•4. DB 16575 PG 2550
3
ISBKD
!n.
ro h
ISBKD
Z
JAMES L.S.COBB
DB 12198 PG 2413
PB 1963 PG 9 I OA�a 4•CREPE MYRTLE I\ \_� LID
300 EDGEMONT DR /
N 5'CREPE 3'CREPE MYRTLE T
I MvmTLE 5-CREPE MYRTLE
— TPF, \ TPF TPF F TPF _ TPF TPF
— _ � TPF - - - - — — 5'CREPEM5
/ n
Y WOODS
—+ TPF r _ F
�
c _
V)
rn W
—�1m'Hammwmm0 I 3-CREPE MYRTLE--,
— I-CREPE MYRTLE 8'HAROW000 9'HARDWOOD BLUE RIDGE RD 12-HARDWOOD
—{ I TCREPE MYRTLEJ 3'[REPE MYRTLE R'HARDWOOD Is- aROW000
4'CREPE MYRTLE 6'CREPE MYRTLE (SR /6701 14•HARDWOOD
E'CREPE MYRTLE 28'HaROW000 1
LA Q
F f�T — — EIP TPF F TP / TPF TPF. F TPF �7 I TPF P FTPF
ExisTFR
Haaowma \ 4 I II aaow000
n r
I�-1 zs'HARDwmmD '•'�' _
I©aamwaa0 0- g ro �Q ISBKD i A © © J
2SFD
= F
g rn \Ln
I ISBKD I I W
E ISBKD 2SFD (D W / ISBKD ISBKD
C _ 5'Haamwom0 23"K N I DRALPEIDRE LOZARES I ro I TISID6 '' DBR 8236 PG C1003 g
U
as � \\ 7• ARDwooO PB 1973 PG 471 0Lu
a W \\ '.F -- 3408 BL E RID E RD /,Eo, AZIZOLLAH
`a Ell BIRJANDI
_ Q_ W 3 o DIANA AFRA
— JOHN W DAVIS III —— �I— / _ BIRJANDI
c BRADFORD BLOU 8�`'�1 LINDA B DAVIS N PENELOPE R BOOZE FOSSE DB 5363
\ ? ` ISBKD CATHERINE A MAIRE°�> OLIVIA N BLOUGH e f DB 2374 PG 616 ELIZABETH S DAVIS j3,4P3';2'9�52L4UE
4
DB II-E PG 3290 ^o RONALD L SMITH —
\\\ \� p DB 8885 PG 475 DB 16456 PG 1590 \ t7p7� PB I973 PG 471 DB 00-E PG 1739 ELIZABETH A DAVIS tf� \\�` PB 1973 PG 469 PB 1973 PG 471 3412 BLUE RIDGE RD PB 1973 PG 471 PB 1973 PG 471 DB 8438 PG 650 DB5306PG40�, p 3404 BLUE RIDGE RD E 3416 BLUE RIDGE RD 3420 BLUE RIDGE RD 3424 BLUE RIDGE RD
\ o. 3428 BLUE RIDGE RD z\ VA� VI 26 9N 68'20'38'EN 68°20'38'E N 68°20'38'E N 68°20'38E E N 68'20'38'E N 68'S839'E N 6858'39'E RD
p f T40. !p 53.12' 93.OI' 92.58' 93.35' 124.56' 14I 78' N 68°58'39'E
9.43'
1\� � \\ !C//� F E •�� E 20'DRAINd C.F R IITII ITY FdSFMFNT E 80.59'
TREE CONSERVATION LEGEND WALTER MCDODGAL
MORGAN C TEW DB 8089 PG 597
ISBKD DB 14445 PG 60 PB 1973 PG 469
_a TREE TO REMAIN O PB I973 PG 469
CONCURRENT REVIEW APPROVAL
TREE ro PROTECTED EMAIN WI H TREE ARMOUR AND BE O N5z4p0Q E/ roFRPLE�GHvX PLAINS AUTHORIZED FOR CONS
H Rl2EDroOS n wmpe wtM1
I
ON
oTREE TO BE REMOVED pOpmow.<ca Ion omml<n6.<M
r M1res...lefor mnrpll .wltM1<II AnY,Clly,Slot«M
feMrel'Isws.This sperMr<ulM1arl0 OW M1Mow Is not a 101. rar sM1<II F M1e
o TREE AREA TO BE REMOVED =="�M1anYw°I<11°M1a`I"' .M°r`pr'I wAII�nR
oom.,a wm<u w<M,Mn<.<ne v<e<r<I am<:<n4 a<rvI<aon�
p TRANSPORTATION FIELD SERVICB$
TREE PROTECTION FENCE TPF PUBLIC UTILITIES
8
MRMWATER
LIMITS OF DISTURBANCE
Q PLANNING/ZONING
CUT/FILL LINE
FIRE
CRITICAL ROOT ZONE AREA CRZ DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
UNLESS ALL SIGNATURES COMPLETED 59EACCEZIBILITY
PREPARED IN THE OFFICE OF: ��`„ELC11",7 FIT IE;:
���.bFESS/'p•,
N Kimley >> Horn4NC LICE 21FAYETTEVILLE TREE CONSERVATION SEaL BLUE RIDGE ROAD WIDENING
REVISION: DATE: DRAWN BY: CHECKEDBY: 421 FAYETTEVILLE STREET,SUITE 800 DSEA36 RALEIGH,NORTH CAROLINA 27601 PLANS
Thisdocument, together with theconcept anddeigns presented herein, as on Instrument of serVice, Is PHONE:(919)677-MOO
(O Intended only for the specific purpose and client for whloh It was prepared. Reuse of and of
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. �i,e+ INE•: ,��.
1p shall be without liability to Kimley-Horn and
A5Societe.,Inc. ©2020 i�, y,W�Q,� 1,00 NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 1/FFLLLLL<�� 0063094 TR a

TREE CONSERVATION TABLE
REMOVE RETAIN �Q
ti o X
3"-10' I1'-I8" 19"-26" >26" 3"-11Y' 11"-18" 19"-26" >26" o ao
ASH 1
BEECH
BRADFORD PEAR
ALPA
CATALPA 1
CEDAR 5 1
CHERRY 1 p
CRAPE MYRTLE 3
DOGWOODI 1 I \ N
GUM oo S
HOLLY
UVEOAK 9.E. 2 BR,vF Z
MAGNOLIA 1
CAMEO DESIGN LLC
MAPLE 1 / DB 17115 PG 1142
MIMOSA 4 S BS70, Ar PB 2005 PG 2003
MYRTLE ZSg333' + / / 3521 BLUE RIDGE RD
OAK 4 6
PINE 36 1 1 N B5y0:3.
POPLAR 3 ,m, 7BS'3 p, N5p65t S Z
O SYCAMORE o 4 4qr s rQ \ \
HARDWOOD 1 o ro SF Cxry S /�— •(Q \
HARDWOOD 34 " WILLIAMS GROVE f 40F Rq �9S• / v /F� �\
qR � /
ORNAMENTAL7 3 BAPTIST CHURCH,INC
4' V 9 6•
SHEET TOTAL 98 7 1 6 0 0 0 o DB 16326 PG 2506 \ F y
PB IS?
PG 1058 SfMfHr o �O
ARGARMICHAEL F CROXSON 3459 BLUE RIDGE RD STEWART L WILSON JR\ o g 2SFD QQ
MARGARET K CROXSON / o
DB 17057 PG 2222 s 86'30'36'EJ MARJORIE J WILSON
PB 2017 PG 648 pO 12.30' = r J\
3451 BLUE RIDGE RD 'I'I I JAMES W VOLTZ DB 14404 PG 2022
s x. O VIRGIL L ROSE JR ELIZABETH W VOLT
PB 1196 PG 343 , /
e 00'37•p L(A GRACE W ROSE 3504 CARL TON SQUARE PL/ 2 Oiy F
I68.g7• 035
IDS 10696 PG 848 DB 872 PG 2343 es9og f
PB 1996 PG 343 PB 1996 PG 343 `'Qi'A, JEFFERY �I
g 3500 CARLTON SQUARE PL 4-MIMOSA DB 15990 P
n ry b 3501 BLUE RIDGE RD v` le-PINE
PB 2005 PG \
h P 40
3 O P' nj A-PINE // �
= o O 6-HARDWOOD 4-PINE 3517 BLUE RIDGE R
FRANK M.SUTTON,JR "'• `b ^o m ''¢ ""ARF/
o ...
8-HARDWOOD
AM• F ^xn 4'HARDWO.. i
•m n v, PB 2017 PG 648 y o rv"' v 5•.AR.W0..
`m 1155 BLUE RIDGE RD
mW TPHNE _� 9'PINE 00 pp 2p
6'PINE 3' ARDW000 12'IXtNAMENTAL � 1
n / HICKE 6'PINE N 030.9027 2
m Coop
5'PINE 12'ORNAMENTAL
12'ORNAMENTAL
_ 10'PINE 5'PINE 6•HA 3-ORNAMENTAL r-Fo,r.r- Ty-
6'PINE 3'oRNAMENTAL f
WOODS T N 3'PINE 5'PINE 10HA DEW 0a0 J'ORNAMENTAL TPF ' `O�
3'HAROW000 B•ORNAMENTAL
m 4 10'PINE 12-CEDAR / F
2 5'HAROWODD 6'ARDW000
. 5'PIME 4'PINE 5-CEDAR F
C— 4'PINE 14'WILLOW OAK 6'C0 DARMCIA p \
PF TPF — — T A E17C F ® / SFD
,. 4•HAROW000 4•PINE
4'PINE
C 20'SL P — — ���.MAEND rp 3'ORN MEN F TPFQ 4 HARDWOOD
E —�E�11,, 5•HAROwo^• _ _ - r� .,�1
LLI 5'UTILSTY EEASE -NT — _
W C C ® �3'HARDWOOD
EXIST R/W ® ODDS — — — _ rosy / \ �v NEHAROW000 G�yTnT S 891I'I5'E
' HIMDSA �R.HARowoaO 101A7• SUSAN M KEARNEY
S AR O F DB 03-E PG 1205
u _ _ s'MAPLE 5'PINE / y CONC 3520 BLUE RIDGE RD
-- --
P 47 CE0 4•IH pRDWOOD j
N ----- :,00 ._soPOVLAIR I OWOOO
]'H 6'HARDwDDD
R 3'DAK
O 1 BLUE RIDGE RD Ie INEiNE J 1 zrPINE I _ AK 5 HARDWOOO 4-HARDWOOD S` 's N,
& L 2]'OAK 28'aAK 28'OAK r3-CHERRY 6'DAK ! 5
32'D
m (SR 1670) a'HARDwooO �_—�— — EIP I 2SFD \
2SFD zg97ii5.f
_-4.EEDAR EIP RUPERT R.SIZEMORE
iTt N F� \ NICOLE A.PETERSON
F F El -Ex1sr'�R TPF F X TP. p I—'�TP B'DAKTPEIP CARPORT I I 00 BWE RIG 60 D \
4.WK 3'ASH .M
y I l J I CONC E 0 Oi
L. I I / 4%RD00DO 4•Docwoo0 B'0AK II III _ 30. S OF
Ot ERER EASEMENT ?N`
2 4'HARo OD I I I I SpNIT ARY
RALEIGH CUSTOM HOMES INC
v> h 15BKD DB 16262 PG 1752
69
g II / �z�REGORY PALME N 59°23'58'E PB 2017 PG 1769
Q l I.55BKD I I 135.16' N 59°23'S8'E 3504 BLUE RIDGE RD
11,99'
B 1681 PALMER IIII I�I EIIPi/
Flo / o PB 19816 PG 20�PC 75 EIP ,II I --
N3000 MO2 PG
DR ,IV�1 (� DONALD LANGDON
n DB 119 7 PG 2 01 0
h = s 59ryp 53,E 141.14' I ISBKD PB 1972 PG 201 N,
TREE CONSERVATION LEGEND m r^
a ^' T NATH BATRA I
TREE TO REMAIN O a� A
DB 4920 PG 577 25BKD III IIII f SD 5 59°23
a1 ^'• PB 1972 PG 201 O I =f 149 44 CONCURRENT REVIEW APPROVAL
TREE TO REMAIN AND BE o f I I DD CITVOF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
roPROTECTED WITH TREE ARMOUR III z 1 I� PPI,:.N.� `°m���..a.�.,,:.6�,.,:°°tea°°,.a
O I(t ALLEN WORD mo °eIoce�<aTi�P�,�Nnn°°m.'"Plnnn<n RF.I:enw,<m u'wi�
OT LILIAN A MEDINA 146 lI 1 67 ° P— °w^<^—11�m.1—<m
o TREE TO BE REMOVED ® I I� o III DB z479 PG 2z N
DB 17522 PG I800 GD n:opP1PM<IammPIl•^P<wnn<II.P01AN,c1,MII'Iw
kl �� m 15BKD PB 1972 PG 201 F" FMmIII<w:.rnl:<o«m° ,n<o n n<
OPB 1983 PG 229 LENA MAE BROWND I I Pann:v«1oP<:mne^r MPInIo°aelN,s1<M o:F<ae:el Lew.An wAnmmoA
TREE AREA TO BE REMOVED 450 BLUE RIDGE RD o An A:n°^°<w:^°°�a.s:°:<.°^°Fn<:•IR°M,°^°R<,°°°°^
O CYNTHIA BROWND BUFFALOE
p DB 09-E PG 3305 z I I I TRANSPORTATION FIELD SERVICB$
TREE PROTECTION FENCE TPF PB 1D I I
3470 BLUE
PUBLIC UTILITIES PG 289 SBKE RIDGE RD "� So
g moSICIRMWATER
o-. ELLEN B THOM06ON _
LIMITS OF DISTURBANCE N � PANNING/20NING
s PB 1972 PG 201
CUT/FILL LINE C — — — — — —F 59'0'53'E— FIRE
c
URBAN FORESTRY
CRITICAL ROOT ZONE AREA CRZ N 8 DOCUMENT NOT I NSIDERED FINAL UNLESS ALL$GNATOURES COMPLETED 5 EACCESSIBIUT
Z74•is.
PREPARED IN THE OFFICE OF: ��`�<FCA g7 PRE JE
N Kimley >> HornNDLCEN6EPFo,D2 TREE CONSERVATION U436 20 BLUE RIDGE ROAD WIDENING
REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET,SUITE600 D24486 RALEIGH,NORTH CAROLINA 27601PLANS
Thisdocument, together with theconcepts and designs presented herein, as on Instrument of serVice, Is PHONE:(919)677-MOO
(O Intended only for the Speolfio purpose and allent for whlCh It was prepared. R.—Of and Improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
Cp Shall be without liability to Kimley-Horn and ASsociates,Inc. ©2020 i�,��y,W�Q,� COB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AFuuLUpW 011063094 TH 5

TREE CONSERVATION TABLE
REMOVE RETAIN
3"-10" 11"481 19"-26!' >26" 3"-W' 11"-181 19"-26" >26"
ASH 1 2
BEECH
BRADFORD PEAR 2
CATALPA O11
CEDAR 1
CHERRY 2 2
CRAPE MYRTLE 2 1
DOGWOODI 1 oZ E N g 1 O
GUM 'L''3o'LB O g699•
HOLLYto 91 CD / O'0935•F
UVE OAK
MAGNOLIA 2 ANDREW B\ /
MAPLE 1 BARTHOLOMEW MOHAN TAVORATH
TH
MIMOSA GLENLAKE SOUTH MASTER DB 13340 PG 1877 Sai ANNA TAVORA83
MYRTLE 1 OWNERS ASSOCIATION INC y� 5 DB 1005 C 138
PB 1989 PG 2 >B, PB 2005 PG 2384 CHARLES D COLLINS JR.
OAK 1 1 1 q2286 EIP 3g\ / 4102 ENGLISH GARDEN WAY
F, NS
DB 6875C PGL1183
DB 15618 PG <3 F oe
NE 2 1 2 PB 2008 PG 1274 H2yy5'' to 29Ay o0' PB 2005 PG 2384
PI
POPIAR
NE a\a� 4106 ENGLISH GARDEN WAY
SYCAMORE
O
WILLOWOAK EIP
HARDWOOD 4 1
ORNAMENTA 6 /y\ REMOVE SIDEWALK(AS DIRECTED BY CITY).
SHEETTOT 12 s 0 2 4 6 2 4 yQF' ��� / LLI BEEZLEY STRAWREGRA E TO NATURAL GROUND USING PINE DO
` Q ,I WILLIAM EEZLEY STRAW OR SIMILAR MULCH MATERIAL R
DB 167 PG 104 ^O
CARLTON SQUA JEFFERY MUKAMAL 20 PG 2384
(((/yyy \� �� = A
HOMEOWNERS ASS \\\ \\\ '> s BE TH MUKAMAL AS C WALTON s \ / Y' mti GARDEN Y
DB 10815 PG 43 \\\ \\\ g EIP DB 16044 PG 2399 TELLA L PC 1824
PB 2007 PG 929 s,, �j - ey
PB 1996 PG 343 \ \ TON
B 16483 PG 1824 N• 3'CHEPR
E 3603 LUE RD •oo, GS
y A<\ B 2007 PG 929 7 BLUE RIDGE RD
S I6•HARDwo0o
rpFF p 6'ASH
10-CHERRY
EIP \\ —/\ \ E\ CT
S .p
GRADY CLARK \\\\\�O \\\ o�o.. (;j \ w� \ C fl
6'ASH
SHENG NAN JI \\ GLENLAKE SOUTH MASTER s -- �� (` G7
e
DB 17168 PG 515 Se, �\\ \\ OWNERS ASSOCIATION INC 1PF / ze•P1NE G.HARc 1 o /
s s'HARDWOOD DB 15618 PG 2286
525 BLUE RIDG RD .236.,�. 3-CREPE MYRTLE
9 O 14'PINE / 12'CEDAR 3'CREPE MYRTLE FOOD$ h
\
PB 2 PG 1274 F 1 48'041 / / f7 / II CHERRY e\M 4000 LILALA BLUE LN F /% a'Haa0w0DD� SEE TREE/
PROTECTION IP \ '� '. / � 2
EIP I6'0AK \\\\ �TPF F jj//% \ -- _ -_ CITE 4 4e aAK �. IR'CHERRY
RZ Cy N \ 14-PINE \\\\, P F..EX\SS R/W , Rp EIP �PF — \ ROOT BRIDGE IP \ d �e Ov
a C F I 5 TREE
�/� RISE // F\ _\ SYSTEM \ / TECTION
p ]CAR / �UE 16�0, / \\ SEE TREE KI TE 4
PROTECTION
NOTE 4 /
WOODS 45'OaK / / ' / \ \�� l / / \ 'I \ 'TJ '\1
= PF - 'F F 4e OAK
T 1P J
CT'\ ^ R \ / F ciusAc ounERDUA
PINE r
000 ' PF �'L [7 / / / \\ NOTER�E PROTECTION f T Rita
15'PINE SUZ B YGE ALLANMICHEL YQULE
NE REID y°" YRUS E DA LIN hA,
DB 17461 B 12046 PG 2015 r ro / :/ IA HYRTLE
D TMAPLE / FU !l 'PG 2542 PB 1980 PG 1 �\ \ CLUSTER
3606 LUE RIDGE 08 BLUE RIDGE RD �, / l j / \ 12 DaK
0 PEAR
C) \ ^ \ 1 O
O / p JENNIFER L RAKOWSKI `� PAGE W CHAMPION
\T33g2\ DOUGLAS R CHAMPION ,a°jo DB 12485 PG 2262
O E DB 16670 PG E14 po,^ PB 1980 PG 14 ST\
Zo 0 N \ 1980 PG 14 m m CHRISTOPHER L Raw(
3612 BLUE RIDGE RD m 3616 BLUE RIDGE RD
-\\\ �s9 \\\h E7 zs•e FoaD R4iN4CIF T3552p, Lwo AUSTIN
') _ Off\ \\ PEAR O E E4SE,NENT E 655\ ,o„f°. CHARLENE P AUSTIN F l
\T 1_- F Q G7 \\ y \ / \ \ m DB 4998 PG 880
h CT\ - q / PB 1980 PG 14
—\ .\\\ c3- / \\\ U \ AKBAR M AL I \ 3620 BLUE RIDGE RD
\v\ G7 DB 13763 PG 322 / \T cZo' N e 35•� �. u
c fl \ PB 1974 PG 139 \ 5,0 O" C
0 / I
_O �f C
\ \ \\ EIP \ \
N LITTLE ROBERT S M p \ I �Q\ Z3352p ROBERTA LITTLE DB 3759 PG 821 ROBERT A HIGH
h \ \ 2YO p$6 g \
\\ t y DB 15611 PG IIS IW
PB 1980 PG 14
$ TREE CONSERVATION LEGEND � � o0
3624 BLUE RIDGE RD PB 1980 PG 14
� TREE TO REMAIN O \�\ \�k \`� ^'s3\� 3628 BLUE RIDGE RD, y:�m
\ / " ALA1 J PIC O-
\\ \\ \\ / \ \E DB 1676 PG 00-E- CONCURRENT REVIEW APPROVAL
FF
TREE TO REMAIN AND BE \�) \ \ PB 19BQ PG 14 CHICK RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
roPROTECTED WITH TREE ARMOUR N\'E \ 3632 BLUE RIDGE RD �ror,o ^Iwmpoln wt
o TREE TO BE REMOVED ® ��� po':<'Nt�ttNMl� pPIMK<wR.III1ROIWCKV,eItTo
\ \ 6 96, \ refppnNEl< .N.,,bd..1ltK<II I Nµ .1$111111
O \\ \gg. FMmI<Mw:.mi<spHlx IVII 1110 OW,
1.AI<I01.All
,11 Ke<
o TREE AREA TO BE REMOVED Ham, mfl,YlhWI HMI.I,dF �<r—IdFIIFA.Rr��INp
\ wCM,vH<.<.e v<e<r.I am<:<rIa a<rvl<n.rlK
�. \\\ TRANSPORTATION FIELD SERVI%$
TREE PROTECTION FENCE TPF PUBLIC UTILITIES
EIP STORIAWATER
LIMITS OF DISTURBANCE
2239 FIRE
PANNING/20NING
CUT FILL LINE
C _ _ _ _ _ _F OEIP
1407
URBAN FORESTRY
CRITICAL ROOT ZONE AREA CRZ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SIIEACCESSIBILITv
PREPARED IN THE OFFICE OF: \\CARar,� PRi!JET:
C:, Kimley >> Horn 421FAYETTEVI01E S L
TREE CONSERVATION S EA ' ; zoYL� BLUE RIDGE ROAD WIDENING
REV.No.: REVI5i0rv: DATE: DRAWN BY: CHECKED BY: NO LICE SEIF- STREET,SUITE 800 02443g
CV RALEIGH,NORTH CAROLINA 27601PLANS
This document, together with the concepts and designs presented herein, as on Instrument of serVice, Is PHONE:(919)en-2000
(O Inter only for the specific purpose and client for which It was prepared. Reuse of and Improper wi r�4 FiyG At�:kV���
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ��,��.
CO shall be without liability to Kimley-Horn and Associates,Inc. ©2020 0 063094 i�, y,W�Q,� JOB NUMBER: $REST NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AFuuLU<�� TF'.-�

TREE CONSERVATION TABLEREMOVE REFFAIN
—79°Oa IO•E
258.30'
/ 79'48'49-E
6" 0" 11"-18" 19"-26" >26" I
ASH >2 3"-1
BEECH 8 I
BRADFORD PEAR
CATALPA D/ ip
CEDAR 2 1
CHERRY 1
sD.Do• O
CRAPE MYRTLEI 1 1 1 yK� C CID
.yNY`eb'1 :1
GUM No'tia• MICHAEL R DOYLE I I Q
HOLLY AMY N DOYLE LIVE OAK 0 DB 16759 PG 822 I
PB 1956 PG 4
MAGNOLIA
E 5 1 1 3753 BLUE RIDGE RD I I
MIMOSA
x
MYRTLE — G a
OAK 2 1 1 1 1 1 1 a
PINE 2 3 1 2 1 1 1 GLENLAKE SOUTH MASTER / ��i I ,I.
POPLAR OR
ER P CORNER OWNERS ASSOCIATION INC n
O SYCAMORE LA M CORNER / CI _ / lo'car
HARDWOOD 2 2 �c—
WILLOWOAK 15568 PG 222 DB 15618 PG 2286 MARK G ATKINSON 2SBKD F BLOC
005 PG 2384 PB 2005 PG 2384 BOBBIE J ATKINSON / / [,�
LISH GARDEN WAY DB 9522 PG 1262
ORNAMENTAL WILLIAM RASDORF �� PB 1977 PG 408
SHEETTOTALI 16 5 2 2 1 3 5 1 1 $ EIP
DB 13876 PG 420 3703 BLUE RIDGE RD
ROGER P CORNER PB ZOOS PG 2384 p% / I I�154
II
DB 15568 PG 222 LIH GARDEN WAY t` I-. aG>/ / I
4140 ENGS GAALBERT.D ..
PB 2005 PG 2384 V I VANDEVEER
ER Q I
.'MAPLE CLUSTER ///'MAPLE CLUST TPF ' DB 2433
ti z 96 TPF _ c_ I I PG 535 4�
' — — 3700 CAMLEY /
VTp.. I � AVE �2
T
REMOVE SIDEWALK(AS DIRECTED BY CITY) — _� \ / F
REGR ODD
TO NATURAL GROUND USING PINE / / �(V
STRAW OR SIMILAR MULCH MATERIAL. _ \ x
z 2SBKD
m— — EIP EIP 79°48'26'E Q Ey'\Sj YI
xp 157,8— EIP
O� /: R El
00 N RE Z.—a i/ �` Q
a. B'PINE I��PG WODDS -
b2SBKD aaa o o�F _
a I'CEO.
2.5SBKD a a a Iz PINE F 24•HanOwo00
25 KD a a Iz PINE
a —� 5'MAGNOI FQ / \ I.'OAK ./ / F.
E RIDGE R ca _'MaGN°Lplap 5'MAPLE B'PINE
(SR 167OI - p PRIVEASEMENTNAG \� MAPLE / \ — II /
RETAINi ON WALL. a // z.'DAK // \
E. .. .. .. EI
�L F6SCAPFEX3EA7EFT� � \ / —` / / Gf AN �u
I� a'nARDwppD GODS Q ]•CHERRY ALL N ROBERTS/ 2-PINE / / i \ / / V
W .. -E.. F // D / // / / a LNBA 13161 PC 4N
I� \
Z 7P -- _ \ / \ B 1981 PG 69
(n / 1 F / / ff'p'��(((�;;''E C 2 4 TOWNEDGE C
W EXISTO RGiW _ _ — F — /// //i EI LUL r`I "�O, a \ \\ c °Pp`I••°+
n \ \ h N
.'CEOAR J 40 OAK �' / V S a a a \ 1
O OL
IzLREPE
OI HARDWOOD MYRTLE 4a'DaK MAPLE
S SEE TREE A-UP
'MA
EE TREE I I le'aAK
PROTECTION 10N IG 2SBKDC NOTE 4 2'I.cLEPE OAK PROTECTION QNOTE 4 CTER R NOTE 4L CEDAR aa aa a aaF l aaas
s
P
.�N 8232'36'W
39.27' \
� _ -\ / �I Ib 24'PINE ROBERT SAWYER ,
T F 1 Y —��PF/ LINDA SAWYER
PF F
DB 6869 PG 485
IB E RY 'MAP E CLUSTERI PB 984 PG 349 349
_ / I _ e A9DwooD v, 2733 TOWNEDGE C p W
m B2gs v. N 5Z'15.56 C1
p aI � r- IB'MAPL N B
p 2
G a w I 3z 3gZ916 61,
p a W00 a 25FD
TREE CONSERVATION LEGEND
a
TREE TO REMAIN O iI�
60 CONCURRENT REVIEW APPROVAL
roj C 1 _ I N 789.192'E 6a o Pi:�r Tor F re oP nave been rORIZE ror emra TR CDO with
TREE TO REMAIN AND BE ��� 89.19' 0.9. YOF RALEIGH-PANSAUTHORIZEDFOR CONS RUC ON
PROTECTED WITH TREE ARMOUR J �60 'o°a „eO Sao„a�
—1 SQ f3 K. nr eeRronaae eb�ro.epresem to ewmpin«e wnn an leeal reowrememe ror
o TREE TO BE REMOVED ® — r oo. NArHAN TYSON rq aP.pon^e< m^eNt� prepmowe. a eeremmree6..m
'� DB 207 PG 242 E reeponelEle for mmpllentt wltM1 ell eppgmbk Clty,Slett eM
— I Q PB 2016 PG 1661 a°' Feeemltlow:rrni::oeeme o�mon aro^baow i.Aot a N.K.mr moo n be
O LU(C a FJ 750 BLUE RID GE RD w�wrP<p to permn a^r molnioo aclty.Rek or Fexrel Lew.An wonmmoo
g TREE AREA TO BE REMOVED , o ^nes^oeAmemewM1el
J' TRANSPORTATION FIELD SERVIne.enn Fenerol Ruks e^b Rerylerloni
3 TREE PROTECTION FENCE TPF Cr — 258KD 5p A00 a°�3. %$
PUBLIC UTILITIES
g THOMAS S BOWEN 9- f
LIMITS OF DISTURBANCE 5a.DD' DB 8444 PG 1535 SIORMWATER
PB 1967 PG 265
6'56'E N 7396'56'E PLANNING/ZONING
CUT/FILL LINE C F GG• 50.00' FIRE
CRITICAL ROOT ZONE AREA CRZ DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
UNLESS ALL SIGNATURES COMPLETED SREACCESSIBILITv
PREPARED IN THE OFFICE OF: TFCA PRi!JE1_
N Kimley >> Horn4NO 21FAYETTEVILL02 TREE CONSERVATION S 9EaL % 20 BLUE RIDGE ROAD WIDENING
REV.NP.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET,SUITE 800D24486 RALEIGH,NORTH CAROLINA 27601 PLANS
Thisdocument, together with theconcept anddesigns presented herein, as on Instrument of serVice, Is PHONE:(919)677-MOO
(O Intended only for the specific purpose and client for whloh It we.prepared. Reuse of and of
wi r�4 FiyG At :kV
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. wi,e+ INE:
Lp shall be without liability to Kimley-Horn and Associates,Inc. ©2020 i�,�4y W.
,� LOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AFuuLFLLW� 011063094 TF-

TREE CONSERVATION TABLE I
REMOVE RETAIN
3"-10w 11"-18" 19"46' >26" 3"-10" 11w-1W 19"-26' >26"
ASH
BEECH 9g 9g•F
BRADFORD PEAR
CATALPA 7S?,96• OS F- 11
CEDAR 2 \ 2g AOZq O
CHERRYN �6G• I
CRAPE MYRTLE
DOGWOOD H>g9. Q�
GUM 1 1 S9�59g F I
HOLLY 1
LIVE OAK
MAGNOLIA
MAPLE 2 ) N 54.08'46'E
MIMOSA
N q 135.04'
MYRTLE
OAK 1 3 1 I
PINE 1 10-HARDWOOD C
POPLAR U
1 1 1
O SYCAMORE s0.00' 1 JAMES M LANDRETH JR
WILLOWOAK ; 30•OAK IDS 11867 PG 2291
HARDWOOD 1 1 1 / 4-CEDAR PB 1959 PG 248 I
ORNAMENTALHOLLY LANE CONDOMINIUM III I 4EaoR 3901 BLUE RIDGE RD —
DB 751E PG 504
SHEETTOTA 0 30 7 2 4 2 GODS In 3701 HOLLY LN zzroAK. _
u w 10•POPLAR Z
14'POPLM III J 26BKD
DAVID WATSON 10.OAK I J
JANE WATSON I =
DID 2
AL D V 5 ER DB 743E PG 69 z4 aaK
4 PGG 35 5AV MAPLE 3805 BLUE RIDGE RD f's wT
3700 CAMLEY AVE a � I 24•PINE /� \
� ,. ..\
3sBKAPT / ., �
�Ilz•HaRowaoo I'\ TPF \ III, I�
O�Xo fl lu•Haaow000 26•WK TPF -�
�-PINE T
5 A fl afl � 1 EIP TP , - - FYIST PIWLQ
\ F+ \ \ F
FCO
\ — n
\ \ \ TA WOODS
TPF I TPF
WOODS
—Tf� ,, \ — — _ _
F -I / I F/ TPF- - - - -F TPF TPF / Z
MICHAEL W DOSS \ I\ I / I i T / J
JUDITH B DOSS
0 2PB 190WN 7 EDGEDB 515 PG
0 CT \E� F\ I�
L NtiS B•Haaowo0o _ F
WOODS
EIP
C, --
P IpG o I
\ C \ 30'PINE //— — 0E R 16101.. _
TPF g �SR 3sBKAPT
^� T EIP T IF
oA�p'la / G CL
12'HOLLY CLUOUAiER ' \\\ 3'MAPLE
O 3SBKAPT
$ .\ HILLGREST RALEIGH AT RABTREE LLC
TREE CONSERVATION LEGEND WOODS \\ \\ DB 16078 PG 2084
\\ PH 1987 PG 28
a \ \\ 3830 BLUE RIDGE RD
a TREE TO REMAIN \21"PIPLAR CONCURRENT REVIEW APPROVAL
TREE TO REMAIN AND BE ^ VOF RALEIGH-P ANS AUTHORIZED FOR CONS RUC ONpsi 2,•oWl.,
PROTECTED WITH TREE ARMOUR a`b
s Nm a m;lk w<wRM1 a
prerpo:e<"
•lB-3� \ / � eppp uae ee�ro reprmu<a bra-I<w�..rmro�.uorli'Ireal rowreoT�o<to
o TREE TO BE REMOVED ® a..ponnem mnn pOpmown< bHlenremmNn6.eM
reaponslElefp mmpllenpe wltM1 ell epµmbk Clty,NIII M
fMreltlews.This spe=Mk<usbarl0 OW b0ow Is not a 101.All
sM1<II F b<
TREE AREA TO BE REMOVED Jh tw p o perm<ny oa on OW,tm
p �� (� USCMF MARSHALL PARK LLC y nlra,6<m ee ,=<wmeumeN,v.te.ne v�e<ra am<:�e a<FeMno—
e oA
3 TREE PROTECTION FENCE TPF c g� \ 639ya-
DB 17363 PG 2074 TRANSPORTATION FIELD SERVI $
PH 2012 PG 1279 PUBLICUTILITIES
\ \\ 3820 BLUE RIDGE RD
LIMITS OF DISTURBANCE I LENE B MCGEHEE ' A CITY 1�IALE \\�� \ STORMWATER
DB 0 PG 0 DB 2 91 PG 54 \\\ \ PIANNING/20NING
— — — — — — 1984 PG 1404 F q�•08'0)•W B 51978 PA�62 �\\ \� ifs FIRE
CUT/FILL LINE �
CRITICAL ROOT ZONE AREA _CRz DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
UNLESS ALL SIGNATURES COMPLETED SREACCESSIBIUTv
PREPARED IN THE OFFICE OF: sFCA FPCIJEl-
� SS/'pr,�/•�''�
N Kimley >> Horn4NC LICE 21FAYETTEVILE TREE CONSERVATION SEAL BLUE RIDGE ROAD WIDENING
REVISIOrv: DATE: DRAWN BY: CHECKED Br: 421 FAYETTEVILLE STREET,SUITE 800 024436
RALEIGH,NORTH CAROLINA 27601PLANS
Thisdocument, together with theconcept anddeigns presented herein, as on Instrument Of sery ce, Is PHONE:(919)677-MOO
(O Intended only for the specific purpose and client for whloh It was prepared. Reu56 of and Improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ��,��.
==j
1p shall be without liability to Kimley-Horn and ASsociates,Inc. ©2020 i�, y,W�Q,� JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AFuuLFLpw 011063094 TF-:".

TREE CONSERVATION TABLE /
REMOVE RETAIN /
3'-IIY' Il'-18" 19"-26" >26" 3"-10" 11"-18" ]9"-26" 126"
ASH
BEECH 3
BRADFORD PEAR a\
CATALPA /
CEDAR } 3
CHERRY
CRAPE MYRTLE / y
DOGWOODGUM
HOLLY
LIVE OAK
MAGNOLIA
MAPLE
MIMOSA
MYRTLE >\b/0, 7
c/ / IBP TIC OWNER,LLC
OAK CRP/DRP HOMEWOOD OWNER,LLC PP TIC OWNER,LLC Z
PINE DB 170 PG 487 // O
POPLAR PB 201 A E DB 16313 PG 822
(V / .H SYCAMORE 5571 HOMEE 8 VALLEY DR PB 2013 PG 476
O /
WILLOW OAK �O/ 5301 MALBEC CRES
HARDWOOD
ORNAMENTAL
SHEETTOTAL 1 1 0 1 0 1 0 1 0 1 0 1 0 1 0
/ f7
DB 17294 PG 2190 A / / C
3909 BLUE RIDGE RD � \ / / / �e0
\ � i paT�pR�. o
\ \ EA YIN I I I
Ll
CONC SW --- ------- ���— Y CNTY
— RIDGE RD F =
I — 6•HAROWDDD BLUE ' m
3 Dacw9DD (SR 1670) ��—' ` / �' F m
F 1P
R/W \ _
+ / 4-PINE F TPF
S / / ( C F Q1T F ,\ 4•MYRTLE CLUSTER \
y V1 / 24'40�5'E l�j m i3' F I \
Ey15� °Q� '
�'s s
o J F
� � 26jSoyT•f �� I I O °^'ry°0'
PAUL E CASTELLOE
TREE CONSERVATION LEGEND I N5�.Op•20'E S�e�� DB 11257 PG 1018 69B•Of
\may Q 45.54' 330006• PB 1996 PG 444
C- 3950 BLUE RIDGE RD
TREE TO REMAIN O Z2 PAUL E
CONCURRENT REVIEW APPROVAL
HILLCREST RALEIGH s r CASTELLOE
TREE C REMAIN AND BE O 8l, CITYOF RALEIGH-PLANS AUTHORIZED I CONSTRUCTION
m AT CRABTREE LLC 3 gyp, DB 13022 PG 2701
PROTECTED WITH TREE ARMOUR IDS 16644 PG 616 6�6• f PB 1996 PG 444 P< d p
PB 1980 PG 46 3942 BLUE RIDGE RD .opl=me�m<e:.TM1 I.-M1aa<.—d=fo,�>n�:n
O3916 BLUE RIDGE RD o aPee<e�^eNmf< mPIN«<wnn<n re<I r<cw m«fr ror
o TREE TO BE REMOVED ® e�erre< T P.<P<m_ 1, Iee�mm,ee6
M1 refponnElefp mmpll<ntt wI ll eA0.l all,5leh eM
HILLCREST RALEIGH F<e<r-d1.>rN<<P«m<e—aal.n<Iew i<�f.o<mm.lwr<neonM1<
O USCMF MARSHALL PARK LLC
o TREE AREA TO BE REMOVED DB 17363 PG 2074 °�I"'°� ne YIllall da1.1—�AraNI pw All COARm<OAR
AT CRABTREE LLC «m.,«wmeuw<N,vne.ed v<e<r.I am<:erld a<rvl—
oDB 16644 PG 621 PB 2012 PG 919 TRANSPORTATION FIELDSERVICB$
8 TREE PROTECTION FENCE TPF PB 1980 PG 46 3950 FAIRSTED DR PUBLIC UTILITIES
3920 BLUE RIDGE RD
LIMITS OF DISTURBANCE °ti MR WATER
1 � PIANNING/20NING
CUT/FILL LINE C — — — — — —F TREE LLC FIRE
URBAN FORESTRY
CRITICAL ROOT ZONE AREA CRZ RD DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SIIEACCESSIBIUTv
PREPARED IN THE OFFICE OF: s<CAR�Ij� FP IE;:
N Kimley >> Horn4I LICE 21FAYETTEVIUE TREE CONSERVATION S EAL : BLUE RIDGE ROAD WIDENING
DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET,SUITE800 024436
RALEIGH,NORTH CAROLINA 2T601 PLANS
Thisdocument, together with theconcepts and designs presented herein, as on Instrument of serVice, Is PHONE:[phone]
Lp Intended only for the specific purpose and anent for which It was prepared. Reu58 of and of
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
1p 5h011 be without liability to Klmley-Horn and A55oCI0te5.Inc. ©2020 i�, y.W�Q,� JUB rvuNBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AFuuU«�� 011063094 TF-

CURVE RADIUB ARC LBJGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT 3 LINE BEARING DISTANCE
TREE CONSERVATION LEGEND
C16 900.40' 43.11 43.11' S 22°40'03'E 2°44'37" 21.56' `' / �$ L55 S 11°04'27"E 20.03'
C17 900.40' 92AT 92.43' S 16'48'10"W 5°53'02" 46.27' / / / �yJ, L56 S 0936'02"W 105.24'
C18 146.01' 56.63' 56.28' S28'1222"W 22'13'23" 28.68' �S L57 579'20'08"W 36.37'
TREE TO REMAIN O C19 68.08' 49.71' 48.61' S58'31'2z"W 41°50'02" 26.02' �j /$° FFGy L58 s343z'16"W 64.48'
C20 27.27' 20.45' 18.97' N 15°48'11"W 42°58'01" 10.73' 4,yry ��F L59 S 55°18'28"W 69.53'
TREE TO REMAIN AND BE cas 441.05' 60.96' 60.91' N13°z1'as"E 7055'10 30.53' .16y SFT� L60 N84.46'52"W 47.49'
PROTECTED WITH TREE ARMOUR cal aa1.o5' 15.93' S.92' NOB°2207"E 2°oa'oa" 7.s6' ti �j 19 G,6 s,�. L61 N57'01'32"W 55.26'
C48 150.00' 2528' 25.25' S50°48'30'E 9°39'23" 12.8TAoello'
. ALTERNATE COMPLIANCE / / y J` L62 N80.05'15"W 1362T
C49 150.00, 20.92' 20.90' S59°37'55'E 7°59'27" 10.48' ti srcVATIOr rREE , / /TREE TO BE REMOVED coNSERvanoN AREA°z �S43 Fj 9 l63 Naaaras"w z3o.1o'
C50 150.00, 79.67' 78.74' S78°50'38'E 30'26100" 40.80' e �p L64 N 05'17'15"E 89.50,
C51 2945.00' 97.87' 97.86' S 50°5427'W 1°54'15' 48.94' �� A`p / J'\1 L65 S 84.42'45"E 20.00'
TREE AREA TO BE REMOVED / p ° L66 S05.17'15"W 69.50'
C52 4945.00' 32.75' 32.74' S 52°02'58'W 0°2246" 16.37' i � /�, �
C53 4945.00' 20.02' 20.02' S52'2118"W 0°13'55" 10.01, ,'I / -( CO L67 584°42'45"E 200.50'
TREE PROTECTION FENCE TPF C54 4945.00' 25.02' 25.02' S52'36's7"W O°17'24" 12.51' i e°Rq;Are O L68 N0s•17'15"E 89.50'
C55 4945.00' 17.80' 17.80' S 52°51'S0'W 0°12'22" 8.90' v, V /C SASFMFNT L69 S 84°42'45"E 20.00'
LIMITS OF DISTURBANCE �' /qq) L70 s0s°17'15"W 90.28'
i wn a L71 580°05'15"E 131.53'
CUT/FILL LINE c _ _ _ _ _ _ F / / L72 ss7'01'3z"E 71.43'
L73 S8433'3 E . 1'
CRITICAL ROOT ZONE AREA '/ � L74 Nss•1a'z8 58
"E 58.61'
." O �CjV /�QF L75 N 34.32'16"E 54.86'
- O 5301 HO WOOD BANKS R (\\� ry ``� / L76 N 05.40'49"E 35.41'
® LANDS INCLLC PRIVATE $$ / \ // L77 N04.31'01"W 43.48'
DB I3954 PG 16 � 4 L DRAINAGE °p L79 N18.56'27"E 50.05'
O PB 2013 PG 47 -C�_/ 75 EASEMENT•I /
L80 N 12.50'01"E 51.30'
ALTERNATE [sue C,S L81 N 25.15'33"E 49.46'
COMPLIANCE \ ^�
SECONDARY TREE B �9-/ // F 90 L82 N 23.38'43"E 19.99,
ONSERVATION AREA 3!' 16
5 6 $9 PF L'62 __ _ s Fi / / L83 N 25.23'45"E 46.14'
_ L97� 8
Z1,6A2 e, C F Y L Q cREF�NwAM CR TBA REE VILLAGE PROPERTY L88 S12°22'53"W 61.99'
Nj 09 GA L167 /16 V1g2 L93 ga_ 5 ZTm OWNERS ASSOCIATION INC L90 S59`00'07"W 79.01'
�O C)83 [2 L95 / :n
1g1 F (ABLE wlorH��I�A L DB 16280 PG 779 L91 N84.49'04"W 16.93'
R 1 ENW AY TREE \G PB 2013 PG 476
CON vAT1DW6AREA I coo 4401 CRABTREE VALLEY AVE L92 S6s°4z'2z"W 1.38
/ a D L93 561°58'28"W 11.38'
y21�" ECONDARY TREE CONSERVATION ARE f Z -F �� 186 L787 7b1 6 Y TREE
PRIyAT RA AGE A ^ R Y°�Z25�' S0'WIDE MAJOR THORODGHFARE YARD $$/ �,1 / NSERVATION n L94 S 53°21'49"W 34.18'
pp ^1 A
~ E�MENT `' W'r ZT°6A AREA L779 \
W V IL L95 S 44 16 28 W 40.3
m E- 6 L178 ''VARIABLE WIDTH ,. Z
N r , PSE []�S U7 ' L�Q E- L96 54T16'17"W 101.34'
v, Il.� $1 �P1 , GREENWAN TREE m L97 w $46°48;36;;W 90.49'CONSERVATION AREA"2
vv L98 S 25 59 14 W 1.77'
LV L99 S 00`07'S5"E 15.14'
W x /
L I ASEMEIN / o / F ] a e Eoao TPF TP -1 L101 528 59'01"E 72.65'
o `� F PF _ _ _ _ _ _ _ F _ F D L102 S 11°04'27"E 146.24'
39.98'13' PF TPF ' C.54 C53 CS - -
- f '- L159 N 06.52'02"E 59.86'
p C - - - - --- + L160 584°02'15"E 46.02'
"a: L161 N49'02'06"E 29.20'
h --
----------- L162 N 49.34'35"E 35.28'
-- --_ O
---- - U1 L163 S89°52'54"W 18.30'
12-HARDWOOD
J -- -- --- -----L_------- I rn L164 S78°32'00"W 54.44'
BLUE RIDGE RD L165 S79°49'20"w 10.73'
W 1"PI E (SR 16701 - _ L166 N 41.37'43"W 21.67'
a PINE
fT1 L167 N 52.41'19"E 83.87'
? EXIST R7W 1w y L168 N 51•51'35"E 25.32'
U - AN - - „ ,
Q R C / F' / • .. .. .. .. .. - _ _ _ / _ FW �'L�- L170 N 35.09'46"W 29.57'
3-HARONOOO _ _ _ - - - i � �-T�F L171 N 12.22'53"E 38.82'
/ / ' S 2 436'2'E F � e MAPLE L172 N 20.53'04"E 47.43'
F / / / -� I I 4 4U GUM \ L173 N 59.00'07"E 48.76'
/ I F naaowaaD 1 I �� L174 5 84°49'04"E 14.0T
I C( L175 N 65.42'22"E 17.49'
L176 N 61.58'28"E 16.24'
L17 N 53•21'49"E 4. '
L178 N 44.16'28"E 42.8686'
L180 N47'16'17"E 39.25'
L180 N 35.09'49"W 49.12'
L181 N 12.22'53"E 49.12'
3 F RICKEY G EDWA 193 / L182 N20.53'04"E 55.83'
dye Summary of Tree Conservation Area(TCA)Impacts \ \ F � DB 15073 PG 193 Q
v1 \ A C PN PB 1982 PG 1119 p�1Y6A0/ L183 N 59.00'07"E 62.20'
3 Prima TCA 5,334 SF AC 0.12 F (/ C� •5S TREE CONSERVATION TABLE " L185 N 66 42'zz"E 11.57'
Ly 3 REMOVE RETAIN / L186 N 61.58'28"E 14.08'
o Variable Width Greenway i �� / E� 3"-l0 Il"-18" 19-26" >26" 3"-10 11"-18 19-26" >26" L187 N 53.21'49"E 38.05'
ASH
TCA
$ Secondary TCA 11,762 0.04 F I II �F (� /IE p�SE EN�PY BEECH 1 Sp/ / L189 N47'16'17"E 66.46'
ry / I I a I V S�,WEP N ARE BRADFORD PEAR �<''p L190 N 35.09'46"W 51.23'
Alternate Compliance �T / pN\Spp CATALPA °pG�F
L191 N 20.53'04"E 17.13'
Seconda TCA 858 0.02 L _I ap�o�/ CH RRR Z CONCURRENT REVIEW APPROVAL 49.19'
j TOTAL 25,997 0.59 R of CRAPE MYRTLE
F/
TCA Calculations AO°\S DOGWOOD / CITYOF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
III m /
O Percentage of /' T?r GUM 3 ° Ne`d-pr NMI-I old an J1 Il Roln" with
V- 9/y F / HOLLY E o Tn n n<aaw o,oc<m ow"<an 1�mwu��,gym
p AC Gross Site Area LNEOAK la°omaln"«.an III<Pw«el<C�a.a<:«a,1
Minimum O Required TCA MAGNOLIA CRABTREE R ILLC Mmll<w: :<o mo<anonmm"nMowi<no:<nm,n.1-11inIII 3 DB 8140 PG 2250 P10 P<m,n<"r mol<non aclw,sln<o:Fex,Pl Lew.An wmwmon
/ CITY OF RALEIGH MAPLE 1 PB 1996 PG 160
MIMOSA
op 9.1.3) 10.00% PB 2008 PG 2347 MYRTLE 2200 SUIT PARK LN(Raleigh LIDO Section / DB 14580 PG 1311
TRANSPORTATION FIELD SERVICB$
8 Gross Site Area 23.731
3970 BLUE RIDGE RD OAK PUBLIC UTILITIES
Total Existing TCA 2.62 11.0496 PINE 2 SIORMWATER
POPLAR 1 Total TCA Impacts SYCAMORE
PLANNING/ZONING
r (See Summary of TCA WILLOW OAK FIRE
Impacts) 0.59 HARDWOOD 2 2 1 1
URBAN FORESTRY
ORNAMENTA DOCUMENT NOT CONSIDERED FINAL
Remaining TCA 2.03 8,55% SHEETTOT 7 5 1 0 0 0 0 1 0 1 UNLESS ALL SIGNATURES COMPLETED SITEACCESSIBILITY
PREPARED IN THE OFFICE OF: 011111",7� FP IE;:
N Kimley >> HornNO LICERAEIGNSEPF-0,02 TREE CONSERVATION SEAL i 20 BLUE RIDGE ROAD WIDENING
REV.No.: REVISION: DATE: DRAWN BY: CHECKED Br: 421 FAYETTEVILLE STREET,SUITE600 02AA36
RALEIGH,NORTH 2000 NA 2]601 PLAN S
Int.document, together with the conceptsand and designs presented herein, d an Instrument I roperservice, Is PHONE:(919)en-2000
(p 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. INE,:��,��.
lO shall be without liability to Klmley-Horn and ASsoclates,Inc. ©2020 i�,��y W�Q,� Jo0 NUMBER: SHEET nuMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AFuuLU<�� 011063094 TF'.-

TREE CONSERVATION LEGEND TREE CONSERVATION TABLE CURVE RADIUS ARCLEIGTH CHORDLENGTH CHORDBEARING DELTAANGLE TANGENT
REMOVE RETAIN C14 49.65' 13.6T 13.62' S67"2523"E 15'46'19" 6.88'
3"-ld' 11"-18" 19"-26" >26" 3"-10" 11"-18" 19"-26" >21' C15 62.87' 79.55' 74.34' S21°17'29"E 72°2944" 46.09'
TREE TO REMAIN O ASH C21 49.98' 37.36' 36.30' IN44°25'52"E 47°3535" 19.84'
BEECH LINE BEARING DISTANCE
TREE TO REMAIN AND BE BRADFORD PEAR \ L52 S36°52'58"W 28.14'
PROTECTED WITH TREE ARMOUR O CATALPA Lys S11°2s'52"E 2 . '
CEDAR L54 S 56°32'54"E 26.2727'
CHERRY L84 N 20°38'04"E 41.68'
TREE TO BE REMOVED ® CRAPE MYRTLEI L85 N11°25'S2"W 37.15'
DOGWOOD 0,01 L86 N 36°52'58"E 37.18'
TREE AREA TO BE REMOVED GUMo
HOLLY SECONDARY TREE �
TREE PROTECTION FENCE TPF UVEOAK COSNOEwoEIMA AREA
MAGNOLIA THOROUGHFARE YARD PI �QO
LIMITS OF DISTURBANCE MAPLE
MIMOSA 1
MYRTLE
CUT FILL LINE _ _ _ _ _ _F OAK 1 3 4
PINE 2
CRITICAL ROOT ZONE AREA CRz POPLAR ;
- SYCAMORE m
WILLOWOAK '—^
s CRABTREE VILLAGE PROPERTY xa
HARDWOOD 1 OWNERS ASSOCIATION INC I —
ORNAMENTAL / DB 16280 PG 779
SHEETTOTAL 0 0 0 0 3 0 3 4 PB 2013 PG 476 \
4401 CRABTREE VALLEY AVE
Sp$ I IIIEIP
EIP CVM HOLDINGS LLC / I III 2�, N 37 09,
SAMUEL LONGIOTTI DB 9356 PG 1431 I
IDS 3236 PG 313 PB 1994 PG 1416 I
MATCHLINE -Y21- SSHEET50 PB 1994 PG 1416 \�\ / I II
INSET<THIS =
(SEE \\ ALTERNATE COMPLIANCEI C_ _ C no
\
SECONDARY TREE \
I •a CONSERVATION AREA"I
6°WD RETAINING WALL s N ISBKBUS 28'PINE \\\ / L8
I / F I I •e
MCDONALDS CORPORATION �, 4-DOGWOOD
IIIII DB 6467 PG 503
I w a l w I I I I w F
l a III II I �.I I �?w
WOODS w p F I_ I F o I l Q IIII "ae J (�
I I -zi
II I I I I �_ loC• �q!! / /� 1` �.✓f / I = I� II I I �'�vs`�d.
n I�LU LL,
II I IIIII ISBKBUs
z I m III I I.II \ \\ / 9
I I I \\ �� / IIII
rn I = III
sy C I II III
G'WD STEPS
lip
0 0
o ——————
// * BLUE RIDGE RD
CRZ I (SR 6770) CRZ CPU --—--
CI — I
—
----� ��
13 5
IN
\LIVE OAK / _ I EXIST ---GE-E{'P MATCHSEE TH SI SHEET)
EXIST R/W EIP +
m -
f IP 110'OAK
P
1 //, %/ 3-PINE
30'LIVE OAK \ l 20'LIVE OAK
El S 48°52'16El I 30-LIVE OAK 6-PINE
21.05'0 \
2B'LIVE OAK
N // 24'LIYE aA
S 48°52'36'E \ ( 20'LI1E DAK II 12'BRICK RETAINING WALL
I
\\ ✓ ��--1 IJ�� •� CONCURRENT REVIEW APPROVAL
m r \ y CITYOF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
I SUMMIT j \ \ 2SBKBUS N OTHN
wposM uu nave Been rMewxa ror Felwral wmpllanw wim
O PARK LN
PwP<m wwa<r,aerie"wmmN"6.am
responslElefp mZ1,1e<wl ll app-Clsr,MIN,aM
kl / \\ 'J`N feMrelt ews TAlsespetPK autKPrlvtlPn Papw Is not a permk rar shall A P<
O \\ STEVEN G EDWARDS N A»at e<m ae11
p DB 9990 PG 2482 `` o.m A,rW.11—MLv.sl FMF Aal Law.All kP.I.N:vpllon
w<a,sOW,a"e v<e<ral am<a a"a a<rvlaaP"1
PB 2014 PG 1187 TRANSPORTATION FIELD SERVICB$
t�A.Z1/ PUBLIC UTILITIES
IY 1I \ N Y\p909 STORMWATER
I\
MICHAEL J PLANNING/ZONING
CRABTREE R I LLC I� R/w VARIES EDWARDS \s \ FIRE
Y DB 8140 PG 2250 CRABTREE FA717,RE ELD LLC T DB 11551 PG 1469
PB 1996 2200 SUMMITPG 160 PARK L PB 996 PG�60 PB 2014 PG 1187 NON WN \t.gb'3t DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
2201 SUMMIT PARK LN a N p996 UNLESS ALL SIGNATURES COMPLETED SREACCESSIBILITY
L L
PREPARED IN THE OFFICE OF: ��`„TFC11",7� PPi!IE;: :
���.bFESS/'p•,�%
N Kimley >> HornNDLCEN6EPFD,D2 TREE CONSERVATION SEAL
U436 1 BLUE RIDGE ROAD WIDENING
REVISION: GATE: DRAWN BY: CHECKED Br: 421 FAYETTEVILLE STREET,SUITE 600 024436 RALEIGH,NORTH CAROLINA 27601PLANS
Thisdocument, together with theconept anddeigns presented herein, as on Instrument of serVice, Is PHONE:(919)677-MOO
(O Intended only for the specific purpose and client for whloh It was prepared. Reuse of and Improper wi r�4 FiyG 1t�:kV���
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. �i,e+ INE,:��,��.
CO shall be without liability to Kimley-Horn and Associates,Inc. ©2020 i�, y,W�Q,� Jo0 rvuNBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 IFuuEFL<�� 0 063094 TP-

EXIST TREE BRANCH
�17
TREE
® PROTECTION II NOTES:
FENCE EX.TREE DBH 1.THE CRITICAL ROOT ZONE(CRZ)IS DEFINED
IX TREE PIT AS A RADIUS EXTENDING FROM THEFDBH.TRUNK
F
OF A TREE 1.25 FEET PER INCH OF DBH.
MIN.(FT)• TREE 2.TRENCHING SHALL OCCUR OUTSIDE EXIST TREE TRUNK
STILE ET DBH(IN)x1.25 PROTECTION I THE CRZ
A IN TREE PIT FENCE 2.1.TUNNELING AND BORING IS
PERMITTED WITHIN THE CRZ ROPE OR STEEL STRAPPING
AS LONG As IT Is aD INCHES r m AROUND THE 2X4 WOOD SLATS
DEEP OR GREATER.EXCAVATIONS : b
li THEC�DHOLES SHALL BE OUTSIDE 12"FROM LOWEST
D.SQUARE LAYOUT 2.2.ENCROACHMENT INTO THE CRZ Q 2'X4'WOOD SLATS,
BRANCH
REQUII I URBAN FORESTERVAL FROM THE 2'CLEARANCE
TREE PLP.N 7.5' MAXIMUM 31NCH SPACING
O MIN.IIFT�. PROTECTION BETWEEN WOOD SLATS
FENCE
3-ROOTS MUSTBEPRUNEDTOA FOR NEUTRAU WRHA MINIMUM OF 3
CLEAN CUT,CUTTING OR PRUNING L._ LGO INEMUNICATION
OF ROOTS 2"OR LARGER IS SLATS PER TREE
PROHIBITED.
IX TREE DBH 4.IF EXCAVATION CAUSES PRUNED
N ON ROOTS OVER 1.5"IN DIAMETERTO ry ORANGE PLASTIC
~ REMAIN EXPOSED FOR MORE THAN CONSTRUCTION FENCE VARIABLE
MIN.H(IN)c1.25 8 8 24 HOURS,ROOTS ON TREE SIDE WRAPPED TO A MINIMUM
rc MUST BE KEPT MOIST. OF 3 LAVERS OUTSIDE
�SDEWALK~ S.ATREE IMPACT PERMIT IS REQUIRED SLATS
�STREEf TREE � PRIOR TO INITIATION OF
IX TREE DBH PROTECTION a CONSTRUCTION IF ANY TREES ON
B•BY SIDEWALK TY ARE TO BE
FENCE O c.+ IMPACTED BY PRUNING.TRENCHING,
BORING,REMOVAL,PAVING,
PIANTING,ETC.
A A
EXISTGROUND
EE TREE
E.CIRCULAR LAYOUT TRENCHING IS PERMITTED OUTSIDE OF THE CRZ
MIN.IFTI' ROTECTION 30.0' III—I I I I -I III I I -I I I-IIII—III
DBH QNJK7.25 FENCE EXISTING I —
TREE I \ UTILITY EASEMENT
MIN.(FT)_
EX ME DBH I / DEIH(IN)x 1.25� EXIST TREE TRUNK
I PRIMARYLINES
7.OVERHEAD SHEET NOTES: 2'X 4'WOOD SLATS,
—BUILDING 2.SIDE 7.5 FEET 1.A TREE IMPACT PERMIT IS REQUIRED. MAXIMUM 3 INCH SPACING
C.BY BUILDING CONTACT INFORMATION: 30'MINIMUM 11( \ EX.TREE DBH / 3.BELOW 5 FEET 2,ADHERE TO STANDARDS IN THE CITY TREE MANUAL. BETWEEN WOOD SLATS ORANGE PLASTIC
CITY OF RALEIGH PARKS,RECREATION AND 4,NEUTRAL 2FEET WTHA MINIMUM OF CONSTRUCTION FENCE
CULTURAL RESOURCES DEPARTMENT ll..l COMACT INFORMATION: SLATS PER TREE WRAPPEDTOAMINIMUM
URBAN FORESTER:TREESCRALEIGHNC.GOV SECONDARY LINES CITY OF RALEIGH PARKS,RECREATION AND CULTURAL OF 3 LAVERS OUTSIDE
WWW.RALEIGHNC.GOV i 1.OVERHEAD 4FEET RESOURCES DEPARTMENT URBAN FORESTER: SLATS
2.SIDE 4FEET TREESHRALEIGHNC.GOV
CRITICAL ROOT ZONE 3.BELOW 4FEET WWhY.RALEIGHNC.GOV
NOTES: 4,IN 2FEET
SECTION
7.CONTRACTOR MUST PROVIDE AND INSTALL TREE NOTE:NO SLATS,ROPE,STEEL STRAPPING
ROTECTON SIGNAGE CITY OF RALEIGH CITY OF RALEIGH COMMUNICATION LINES CITY OF RALEIGH OR PLASTIC CONSTRUCTION FENCE SHALL CITY OF RALEIGH
2.A TREE IMPACT PERMRIS REQUIRED PRIOR TO STANDARD DETAIL STANDARD DETAIL (SERVICDPHONDCABLEIFIBER STANDARD DETAIL BE ATTACHED TO.ANCHORED TO OR TIED STANDARD DETAIL
INITIATION OF CONSTRUCTION IF ANY TREES ON CITY OPTIC LINES,ETC.) TO THE TREE. SECTION A-A
PROPERTY ARE TO BE IMPACTED BY PRUNING, REWBION9 CONTACT INFORMATION: REVISIONS w 1.OVERHEAD 2FEET RENSXMB pF REVI&GYB
TRENCHING.BORING,REMOVAL,PAVING,PLANTING,ETC. xm CITY OF RALEIGH PARKS,RECREATION AND rare xaro rm
YNeTREE PROTECTION D CULTURAL RESOURCES DEPARTMENT URBAN a TRENCHINGRUNNELINGe 2.SIDE 2FEETePRUNING BOX FOR a CONTACT INFORMATION:
FENCE LAYOUT FORESTER:TREES®RALEIGHNC.GOV NEAR EXISTING TREES 3.BELOW 2FEET UTILITY EASEMENT CRY OF RALEIGH PARKS,RECREATION AND TREE ARMOUR
W WWtRALEIGHNC.GOV CULNRAL RESOURCES DEPARTMENT
URBAN FORESTER:TREESHRALEIGHNC.GOV
TPP-02 TPP-04 TPP-05 WWW.RALEIGHNC.GOV TPP-09
a II i
—AABAPXWB
N VARIABLE AS DIRECTED BY THE ENGINEER
SrtSLFOST STEEL POST
Pl-ASTI1 OR
LyQ IRE T. RE TIES
j TREE PNOTECTION j c TREE PROTECTION AREA
d WARNINGSIG�RI
y POLreenxxaoE FANRIcmPxAM UN BE
ITE n MINEwlrt[ 77
DO NOT ENTER .1—
OA.
A h iREs INTERMEDIATE
z Ru eLovE TEs
Ln E KN --
saT FENCE FABRIC
INSTALLED TO SECOND - GRADE
_i II I_um-lol col=um=ImI-o=1B Ill�uB Ilul um=1_u1-um um uIIF_I IOIIr- REFRa MRII=_III-IIII WM -I-Ili •rt`•u^"I�•P"RN mPIwI IIII " NIENCE GICTEXILE FABRIC
co
FRONT VIEW FRONT VIEW
SIDEVIEW PR MRARBNB ,no IIIII II
a'N SIDE VIEW
o _ _ _
LIFE OF FENCINGL64 MONTHS ED%
NOTE:FOR TREE PROTECTION ONLY TREE PROTECTION AREA mrvoT DISTURB TREE corvaERvnilnry AREAS arx vr,xaN.
GRADED SLOPESGREATERETHSAN 10'IN HERHT�
ILL
ACE F
G ` OO NOTENTER h F TREE PROTECTION AREA
Q
ZONAOE PROTECCION 00 NOi ENTER
NO EN1RE 1—b G
vAIUARBOLEb Tlcnax FsxaxD weT1E ALLSDATAMIxNukRADwe DFTHE cwTw,u Roorzws V IR CONCURRENT REVIEW APPROVAL
j M _A DE PROTECCION
•n.I NOTES: EmwNFENCNOMSTSE TAMEOATAMIwkUMPAOIIOFTHEC•RIUL•amxaxE �� myy tIeEENUEPRPPax FwEN.N.eI IN DURAT.N.-1—T
m �] (SEE TPPaa FORENAMMES)NS ouaAnaN aFTHE PNaEcr WARNING SIGN DETAIL -] uMINTER�ARISTA Aawx ATEACN ExooF LNFAn TREEmorecnw AxD aD PNUARBOLEb NO ENTNE CITYOF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
G C w
O 0 0 WARNING SIGN DETAIL PIPPosao uu nave been mneweb ro,Fe-1 romP11 1.Wia
e�- $O UMIx ERvua.PucEABIDNATEACNExDOFNN-A EEPRDTEDTCNAxD N' ra A-0 Wo—ILESSnWNMESwNPERPROTECMDAREA. allakaal
O ti Prov m awD1,,D R.,
O
myz
e .PRwIDExo LEsaTHAx oxEaDx PERHaoreC,EOARF., e
m Ilentt wltM1 elle mbk OILY 1Let<eM
URnELewFAmERPRoaF,nATERMLwrtn LEnERen MIxiMUMaF rxwH CLEnRLV LED M1�,eaponeRLllEleefpo P PPb V
— CONTACT INFORMATION: CONTACT INFORMATION: ' oo We,<TMNesProla I III,anon nelow Is Iwl a 1Pl­01.All
1 n b1
O
z�
p1 P7
O uRAeLE wEATxERVRooP eaTENPLLmTn LErrweAanlMUM OPa Nwx.cLEANLV LEauE CULTURA RESO PARKS, AND ,y C TY OF ULTURA REIGH SOURCS DEPAREATIONTMENT AND ato perms eny NolaponaOry,MI F Peaeal Lew.Agul.U.man
o �n ANDePADEDAaBNDWN b �n
m m CULTURAL RESIXIRCES DEPARTMENT caxelceRAnaxeAceelDxcRITERw�rovrE nEF�ow eciwaiETxm Ruxnz.LeLw*n*nE roE CULTURAL DEPARTMENT nxm ee In earornenawmeula<M,Lea.ene Feeerel Rmes ena aervlenom
URBAN FORESTER I � � of mEPExcEj�Ow URBAN FORESTER: Pmnrue
p B TREESCRALEIGHNC.GOV B TREES®RPLEIGHNC.GOV TRANSPORTATION FIELD SERVI%$
g W WV.RALEIGHNC.GOV S WWW.RALEIGHNC.GOV
F R PUBLIC UTILITIES
................................................................................................................................................................................................................................................................................................................................................................................................................. STORMWATER
���IIII
PLANNING/ZONING
cFIRE
URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SREACCESSIBIUTv
PREPARED IN THE OFFICE OF: EE1111",7� PRT JET:
N Kimley )) Horn 4NC LICE 21FAYETTEVILLE TREE CONSERVATION S SEALS: 20 BLUE RIDGE ROAD WIDENING
REV.No.: REVISIOrv: DATE: DRAWN BY: CHECKED Br: 421 FAYETTEVILLE STREET,SUITE 800 E024436
RALEIGH,NORTH CAROLINA 27601 DETAILS
Thisdocument, together with the concepts and designs presented herein, as an Instrument I sery ce, Is PHONE:(919)677-MOO
(O Intended only for the Spe ClfTo purpose and Client for whloh It was prepared. Reu56 Of and Improper LF,;I-A tt�:kV,w-
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. li,e+ INE ��'
l0 shall be without liability to Kimley-Horn and Associates,Inc. ©2020 iA,��y,W�Q,� JOB NUMBER: SNEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 4FFFUIUSW4 01 1063094 TR-I�