NCC242538_ESC Approval Submitted_20240820

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MITCHELL MALL ROAD INVESTORS LLC SHEET INDEX Q.— d
105 WESTON ESTATES WAY CVR COVER SHEET0
CONTACT:KARL BLACKLEY L
PROPERTY OWNER: U LAIC,
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ROLESVILLE ROAD GAP CARY,NC 7513 919-481-3000 1.0 GENERAL NOTES AND LEGENDS W
MITCHELLINII�LL ROAD INVESTORS LLC 2.0 EXISTING CONDITION AND DEMOLITION W.- 21
COMA :KARL BLACKLEY L�f'.>
FOR DEVELOPER: J aA
105 //E'TON ESTATES WAY 3.0 ROAD IMPROVEMENTS AND PROFILE
CARY,U••7513 919-481-3000 — ..,,
4.0 ROAD IMPROVEMENTS AND PROFILE Q LU c 1 n
KALAS FALLS , ERS RAVENEL �•a
COCOY Cr:MATT DRIVE 5.0 STRIPING PLAN —
SURVEYOR: O I ACKENAT DRIVE ` lu z
CARY,NG� 7511 919-469-3340 6.0 EROSION CONTROL PLAN V a,o d
S I T U AT L D AT WITHERS RAVENEL X1 CROSS-SECTION STA:23+00-24+00 a
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BUFFER/WETLAND: CONTACT:TROY BEASLEY X2 CROSS-SECTION STA:24+50-26+50
115 MACKENAN DRIVE X3 CROSS-SECTION STA:27+00-29+00
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CARY,NC 27511 919-469-3340
ROLESVILLE ROAD, ROLESVILLE xa CROSS-SECTION STA:29+50-31+50 AMERICANq
X5 CROSS-SECTION STA:32+00-34+00
ENGINEERING}
X6 CROSS-SECTION STA:34+50-36+50 ASSOCIATES N
WAKE COUNTY NORTH CAROLINA S SOUTHEAST
X7 CROSS-SECTION STA:37+00 C-38Bi
J CDl NCDOT DETAILS
CD2 NCDOT DETAILS
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•ales i�m:I CD3 NC DOT DETAILS
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PHASE 2 Q),
�4,( STIPULATION FOR REUSE
THI' S DRAWING WAS PREPARED FOR USE
ON THE SPECIFIC SITE,NAMED HEREON,
PHASES M�a�' CONTEMPORANEOUSLY WITH ITS ISSUE
DATE AS USED, AND
ED,HEREON. IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
,• PROJECT SITE OR AT A R TIME.
USE OF THIS DRAM FOR REFEREE.OR
DUNTEE W ANOTHER PROJECT REQURES
THE SERVICES OF PROPERLY UCENSED
ARCHGECTS MD ENGINEERS, ONlCION
OF THIS DRAWING FOR REUSE
ON
ANOTHER
IS ORI
AND MAY BE WNTRRTTHAW.I 1\1 /11 II
VICINITY MAP O C)
SCALE:1"=1000' aG z
s THESE IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE ! a
FOLLOWING DRAWINGS AND THE STANDARD SPECIFICATIONS OF W
THE CITY OF RALEIGH, WAKE COUNTY, AND NCDOT. a a O 8
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ATTENTION CONTRACTORS: p4 Q
r Wlen
THE CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER,SEWER,AND/OR REUSE, Y--1 00
9AS APPROVED IN THESE PLANS,IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES AND '--"
DEPARMENT AT
CONSTRUCTION.996 4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY EROSIONSEDIMENT CONTROL Q
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
' CONSTRUCTION, .
., WILL RESULT IN THE ISSUANCE OF MONETARY FINES,AND R QU REI NNING REINSTALLATION OF ANY - APPROVED T ♦N JOB NUMBER: 21-0010
fWATER AND SEWER FACILITIES NOT INSPECTED AT THE TIME OF THE NOTIFICATION FAILURE. PLAN
p DATE CHECKED BY:1RH
8 FAILURE TO CALL FOR INSPECTION,INSTALL A DOWNSTEAM PLUG,HAVE 7�� DRAWN BY:ED9
PERMITTED PLANS ON THE JOB SITE,OR ANY OTHER VIOLATION OF THE CITY OF L ER1Y111 ly O. SEC-120399-2024 DATE:7/9/2021
RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM `_1
FUTURE WORK IN THE CITY OF RALEIGH. SHEET TITLE:
Wake County Environmental Services
Sedimentation&Erosion Control
8 GENERAL NOTES: COVER SHEET
1. ALL PUBLIC WATER AND SEWER MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY 919-856-7400
OF RALEIGH STANDARDS AND SPECIFICATIONS. North 811
P. 2. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL(1-800-632-4949)TO LOCATE ALL EXISTING Carolina- ,.
UTILITIES PRIOR TO THE START OF CONSTRUCTION. www.11C.en.wu
1 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE EXISTING UTILITIES AND NOTIFY THE I �. ""3 Days Before Digglag"' SHEET NO.:
CMO North Caroline 811
PROJECT ENGINEER(919-469-1101)OF ANY CONFLICTS. BNVIRONM13N7ALcoNauJ-rANT SIGNATURE gp or 1.800-632-4949
g 4. ALL BOUNDARY AND FIELD TOPOGRAPHY PROVIDED BY WITHERS&RAVENEL. N'"oeriin9 Remote Ticket Bnuy CVR
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STANDARD UTILITY NOTES(AS APPLICABLE):
1. ALL MATERIALS&CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN Z hA G o
CALCULATIONS FOR ROLESVILLE RD"GAP'' ROADSIDE DITCH DRAINAGE SWALES STANDARDS,DETAILS&SPECIFICATIONS(REFERENCE:CORPUD HANDBOOK,CURRENT EDITION)
I 2. UTILITY SEPARATION REQUIREMENTS: Q"L
A) A DISTANCE OF 100'SHALL BE MAINTAINED BETWEEN SANITARY SEWER&ANY PRIVATE OR PUBLIC W .1.N rn
Overall Swale Width(To Suit) SEEDBED PREPARATION WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER.IF //�I�� ��
"C Ai/
> ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED,FERROUS SANITARY SEWER PIPE SHALL BE Ce ru al2
1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
SPECIFIED&INSTALLED TO WATERLINE SPECIFICATIONS,HOWEVER,THE MINIMUM SEPARATION SHALL q N� CONDITIONS,IF AVAILABLE. NOT BE LESS THAN 25'FROM A PRIVATE WELL OR 50'FROM A PUBLIC WELL W" E
0
tl Min.-2' >
tI V ( ) It 2. RIP THE ENTIRE AREA TO 6-INCH DEPTH. B) WHEN INSTALLING WATER&/OR SEWER MAINS,THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL rn�
Z ZBE 10'.IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS,THE VARIATION C c
pottom WidO 3. REMOVE ALL LOOSE ROCK,ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT L,L.I c y oS S
LEAST 18"ABOVE THE TOP OF THE SEWER&MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR.
REASONABLY SMOOTH AND UNIFORM. Is to n
ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER
Trapezoidal Ditch/Swale Section .. /' w f i
REV 05/02/24 4. APPLY AGRICULTURAL LIME,FERTILIZER,AND SUPERPHOSPHATE UNIFORMLY AND MIX `�` c�(
(Not To Scale) C) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION,OR ANYTIME A SANITARY SEWER PASSES
WITH SOIL(SEE BELOW*). OVER A WATERMAIN,DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10'ON EACH SIDE OF 8 3 a
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM,REASONABLY UNIFORM CROSSING MUST BE SPECIFIED&INSTALLED TO WATERLINE SPECIFICATIONS 1 c L
Assume Hydrologic Soil Group"A"&"D";Forested C=.S;per USDA Report • SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. D) 5.0'MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER&STORM SEWER
Ito Taken from site specific NOAA website;Tc=5 min.;1(10),=7.20 in/hr.; 6. SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLI WITH SEEDING FACILITIES,UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER
Shear Stress Calculation=62.4x(d)x(Slope) EQUIPMENT OR CULTIPACK AFTER SEEDING. E) MAINTAIN 18"MIN.VERTICAL SEPARATION AT ALL WATERMAIN&RCP STORM DRAIN CROSSINGS;
Jute Net or American Green Product(SC1508N):70%Agri Strew&30%Coconut Fiber with net;n=.022;Alowable Shear=1.81b/s.f. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. MAINTAIN 24"MIN.VERTICAL SEPARATION AT ALL SANITARY SEWER&RCP STORM DRAIN CROSSINGS. ew.e.e..'e
*Grass-Fescue Lined;n=0.030;Good for V10<2.Ofps WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,SPECIFY DIP MATERIALS&A CONCRETE
CRADLE HAVING 6"MIN.CLEARANCE(PER CORPUD DETAILS W-41&S-49) AMERICAN
*Straw with Net;n9.033;Allowable Shear=1.451b/s.f. B. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN ENGINEERING
*Class 1 Riprap,12"size;flow d<2';n=.078)NCDEQ);Allowable Shear=4.0 lb/s.f. THE PLANTING SEASON,IF POSSIBLE.IF STAND SHOULD BE OVER 60%DAMAGED, F) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER&SEWER FACILITIES WITH 18"MIN.VERTICAL ASSOCIATES}}•
UTHEAS
*Class A Riprap,9"size;flowd<2';n=.075(NCDEQ);Allowable Shear=3.Olb/s.f. RE-ESTABLISHED FOLLOWING ORIGINAL LIME,FERTILIZER AND SEEDING RATES. SEPARATION REQUIRED SO0-3881
-3g81
*Class BRiprap,6"size;flow do2';n=.069(NCDEQ);Allowable Shear=2.0 lb/s.f. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW&APPROVAL OF AN AMENDED PLAN&/OR *oe
*Coconut Fiber with net,n=0.02 Z:Vobs\21.010 Rotesvllle Road Gap\Documents\Schedules\Ditch Calos for Rolesv3le Rd Gap-East Si de 050224.xIsx FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION
TEMPORARY DITCH/SWALE DRAINAGE CHART *APPLY: AGRICULTURAL LIMESTONE-2 TONS/ACRE(3 TONS/ACRE IN CLAY SOILS) /
FERTILIZER LB/ACRE-10-10-10 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER&SEWER SERVICE TO EXISTING RESIDENCES&
Right Q10BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT.ANY NECESSARY SERVICE INTERRUPTIONS •fly�.,Edge of Left Side Avg. SUPERPHOSPHATE-500 LB/ACRE-20%ANALYSIS 1(10), Side Bottom Manning,n Row Flow Velocity CalcShear SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES i; ,;/A,'s••••
Road Station I.D. Shoulder D.A.,Ac. C Tc,Minutes Q10,cfS Slope,Z Ditch Ditch Lining • MULCH-2 TONS/ACRE-SMALL GRAIN STRAW DEPARTMENT Y '99
In/hr Slope,2 WidthDepth, V10,fps++ Stress,psf � *a.
Elev. 2:1 Z:1 Slope, 8 ANCHOR-ASPHALT EMULSION @ 300 GALS/ACRE '"�"1
_ _ 5. 3.0'MINIMUM COVER IS REQUIRED ON ALL WATER MAINS&SEWER FORCEMAINS.4.0'MINIMUM COVER IS S L
37.00 384.86 0.89 I Q71 5.00 7.2 4.56 2.00 2.00 0.9 0.00 Grass&Straw with Net 0.033 0.87 2.32 0.51 SEEDING SCHEDULE REQUIRED ON ALL REUSE MAINS 9810
36*50 385.33 0.86 0,71 5.00 7.2 4.38 2.00 2.00 0.9 0.00 Grass&Straw with Net 0.033 0.86 2.25 0.48
36+00 385.78 0.82 0,71 5.00 7.2 4.21 2.00 2.00 0.9 0.00 Grass&Straw with Net 0.033 0.85 - 2.20 0.47 SHOULDERS,SIDE DITCHES,SLOPES 6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER&SEWER SERVICES pF�NGINE��,o"'
(Maximum 3:1) NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH •••••''N R��lP••
35+50 386.22 0.79 0.71 5.00 7.2 4.03 2.00 2.00 1.4 0.00 Grass&Straw with Net 0.033 0.76 2.58 0.67 PUBLIC UTILITIES DEPARTMENT.THIS INCLUDES ABANDONING TAP AT MAIN&REMOVAL OF SERVICE FROM ,,��
35+00 386.92 0.75 0.71 5.00 7.2 3.85 2.00 2,00 1.5 0.00 Grass&Straw with Net 0.033 0.74 2.59 0.68 Date Type* Planting Rate ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE ///,,.7.
34+50 387.66 0.72 0.71 5.00 7.2 3.68 2.00 2.00 1.2 0.00 Grass&Strew with Net 0,033 0.75 2.37 0.57 7. INSTALL%"COPPER*WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2'WATERLINE �Gl
Aug 15-Nov 1 Tall Fescue or Hard Fescue 300 lb./acre EASEMENT IMMEDIATELY ADJACENT.NOTE:IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE
34+00 388.27 0.69 , 0.71 5.00 7.2 3.50 2.00 2.00 2.0 Q00 Grass&Straw with Net 0.033 0.66 2.81 0.83 WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW&PRESSURE
33+50 389.28 0.65 0.71 5.00 7.2 3.33 2.00 2.00 _ 1.9 Q00 Grass&Straw with Net 0.033 0.65 2.71 0.78 Nov 1-Mar 1 Tall Fescue and Abriuzzi Rye or Annual Rye 300 lb./acre
33+00 390.24 0.62 0.71 5.00 7.2 3.15 2.00 2.00 1.5 0.00 Grass&Straw with Net 0.033 0.66 2,42 0.62 8. INSTALL 4"PVC*SEWER SERVICES @ 1.0%MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
Mar 1-Apr 15 Tall Fescue or Hard Fescue 300 Ib./acre EASEMENT LINE&SPACED EVERY 75 LINEAR FEET MAXIMUM
32+50 390.99 0.58 Q71 5.00 7.2 2.97 2.00 2.00 1.4 0.00 Grass&Straw with Net 0.033 0.65 2,31. 0.57
32+00 39L69 0.55 Q71 5.00 7.2 2.80 2.00 2.00 0.9 0.00 Grass&Straw with Net 0.033 0.67 _ 1.94 0.39 Apr 15-June 30 Hulled common Bermuda grass, 25 lb./acre 1 9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI;BACKWATER
31+50 392.16 0.51 Q71 5,00 7.2 2.62 2.00 2.00 1.2 0.00 Grass&Straw with Net 0.033 0.62 2.06 0.46 Weeping Love Grass VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
31+00 392.75 0.48 0.71 5.00 7.2 2.45 2.00 2.00 0.5 0.00 Grass&Straw with Net 0.033 0.70 1.45 0.22 July 15-Aug 15 Tall Fescue and***Browntop Millet 35 lb./acre TABOVE THE NEXT UPSTREAM MANHOLE
or Sorgfi3nL-Sudan Hybrids
30+50 393.00 0.44 0,71 5.00 7.2 2.27 2.00 2.00 0.4 0.00 Grass&Straw with Net 0.033 0.68 _ 1.31 0.16 10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ,USACE
30+00 393.21 0.41 0.71 5.00 7.2 2.09 2.00 2.00 0.8 0.00 Grass&Straw with Net 0.033 0.58 1.58 0.27 &/OR FEMA FOR ANY RIPARIAN BUFFER,WETLAND&/OR FLOODPLAIN IMPACTS(RESPECTIVELY)PRIOR TO
29+50 393.59 0.38 0.71 5.00 7.2 1.92 2.00 2.00 0.5 0,00 Grass&Straw with Net 0.033 0.58 1.31 0.19 Consult Erosion Control Officer or NRCS for additional alternatives for vegetating CONSTRUCTION.
29+00 393.85 0.34 0.71 5.00 7.2 2.74 2.00 2.00 _ 1.2 0.00 Grass&Straw with Net 0.033 0.46 _ 1.67 0.34 denuded areas.The above vegetation rates are those which do well under local
conditions;other seeding rate combinations are possible. 11. NCDOT/RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK(INCLUDING MAIN
28+50 394.44 0.31 0.71 5.00 7.2 1.57 2.00 2.00 0.2 0,00 Grass&Straw with Net 0.033 0.85 1.10 0.12 EXTENSIONS&SERVICE TAPS)WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION
***Temporary-Reseed according to optimum season for desired permanent
28.00 394.55 0.19 0.71 5.00 7.2 0.97 2.00 100 1.4 Q00 Grass&Straw with Net 0.033 0.50 1.96 0.45 vegetation.Do not allow temporary cover to grow over 12 Inches in height
27+50 395.27 0.09 071 5.00 7.2 0.47 2.00 2.00 0.8 0.00 Grass&Straw with Net 0.033 0.43 1.28 0.20 before mowing to keep fescue from being shaded out. 12. GREASE INTERCEPTOR/OIL WATER SEPARATOR SIZING CALCULATIONS&INSTALLATION SPECIFICATIONS
27+00 High Point 395.65 0.02 0.71 5.00 7.2 0.10 2.00 2.00 0.0 0.00 Grass&Straw with Net 0.033 0.47 0.22 0.01 - CONTAHALL TIMAPP BE LED Y ATHE
D334 PROGRAM Y.BCO AS EY@RALNATOR lGHNC.IOR TO OV FOR OREF A INBFORMATION
*Bahia grass shall not be used In City maintained areas. CONTACT TIM BEASLEY AT(919)996-2334 OR TIMOTHY.BEASLEYWRALEIGHNC.GOV FOR MORE INFORMATION
26+50 High Point 395.66 0.05 Q71 5.00 7.2 0.26 2.00 2.00 0.1 Q00 Grass&Straw with Net 0.033 0.55 0.43 0.02
26+00 395.63 0.16 0.71 5.00 7.2 0.83 2.00 2.00 1.2 0.00 Grass&Straw with Net 0.033 0.48 1.77 0.37 SHOULDERS,SIDE DITCHES,SLOPES 13. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD
25+50 395.02 0.34 0.71 5.00 7.2 1.76 2.00 2.00 2.3 Q00 Grass&Strew with Net 0.033 0.57 2.70 0.81 Slopes(3:1 and 2:1)(not mowed) INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA.
THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS.THE DEVICES SHALL MEET AMERICAN SOCIETY OF Z
25+00 393.89 0.41 0.71 5.00 7.2 2.10 2.00 2.00 2.2 0.00 Grass&Straw with Net 0.033 0.62 2.77 0.83 Date Type* Planting Rate SANITARY ENGINEERING(ASSE)STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL p
24+50 392.81 0.53 0.71 5.00 7.2 2.70 2.00 2.00 0.4 0.00 Grass&Straw with Net 0.033 0.91 1.63 Q25 LIST. THE DEVICES SHALL BE INSTALLED AND TESTED(BOTH INITIAL AND PERIODIC TESTING THEREAFTER) N
24+00 39259 0.71 _ 0.71 5.00 7.2 3.61 2.01_ 2.00 4.6 Q00 Grass&Strew with Net 0.033 0.65 4.21 1.87 Mar -June 1 Sericea Lespedeza(scarified) 50 lb./acre IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROL E
and PROGRAM,WHICHEVER IS MORE STRINGENT.CONTACT JOANIE HARTLEY AT(919)996-5923 OR ce
23+50 390.3 0.74 0.71 5.00 7.2 3.79 2.00 2.00 1.9 0.00 Grass&Straw with Net 0.033 0.79 3.07 0.93 Mar 1-Apr15 Add Tall Fescue 120 lb./acre [e-mail] FOR MORE INFORMATION '
23+00 389.35 0.83 0.71 5.00 7.2 4.26 2.00 2.00 2.0 0.00 Grass&Straw with Net 0.033 ."'0.81 3.22 1.02 or
Mar 1-June 30 Add Weepinp ove Grass 10 lb./acre '
Mar 1-June 30 Add Hulled Common Bermuda grass 25 lb./acre GENERAL NOTES: p
I
Coconut Fiber,Synthetic Net I 1. ALL PUBLIC WATER AND SEWER MATERIALS AND CONSTRUCTION SHALL BE IN
June 1-Sept 1 ***Tall Fescue and 120 lb./acre ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
Kirpich Tc method ***Browntop MOIRE 35 lb./acre 2. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL(1-800-632-4949) Ci
•
Tc(User Selected): Length Elev De Tr- ***Or Sorghum-Sudan Hybrids SO lb./acre TO LOCATE ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. z
Tc,min.60*.000132*LA.77/S^.385/ 1500 111 5.61 Minutes • Sept 1-Mar 1 Sericea Lespedeza(unhulled/unsCarifled) 70lb./acre 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE EXISTING STIPULATION FOR REUSE
and Tall Fescue 120 lb./acre UTILITIES AND NOTIFY THE PROJECT ENGINEER(919-469-1101)OF ANY THIS DRAWING WAS PREPARED FOR USE
MAINTENANCE OF EROSION CONTROL MEASURES Ada Abruzzi Rye or Annual Rye 25 lb./acre CONFLICTS. ON THE SPECIFIC SITE,NAMED HEREON,
4. ALL BOUNDARY AND FIELD TOPOGRAPHY PROVIDED BY WITHERS&RAVENEL. CONTEMPORANEOUSLY WITH RS ISSUE
SILT FENCE MAINTENANCE-ANY DAMAGE IS TO BE REPAIRED AS SOON AS POSSIBLE AFTER IT IS DISCOVERED.FENCE POSTS ARE TO BE DATE PS LISTED,HEREON.AND 0 IS NOf
SUITABLE FOR USE ON A DIFFERENT
Consult Erosion Control Officer or NRCS for additional alternatives for vegetating
REQUIRED WAKE COUNTY CONSTRUCTION SEQUENCE.' OR REPLACED AS NECESSARY.WIRE FENCING SUPPORTING THE FILTER FABRIC SHALL BE REPLACED AS NECESSARY.ANY PROJECT SITE OR AT A LATER TIME
TORN FILTER FABRIC SHALL BE PATCHED OR REPLACED.WHEN STONE IS CONTAMINATED IT SHALL BE REMOVED AND REPLACED WITH denuded areas.The above vegetation rates are those which do well under local USE OF THIS DRAWING FOR REFERO CE OR
1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE WATERSHED MANGER,JEEVAN NEUPANE,PE(919)819-8907. CLEAN STONE. conditions;other seeding rate combinations are possible. MAPLE ON ANOTHER PROJECT REQURES
Y
OBTAIN A LAND-DISTURBING PERMIT. ***Temporary-Reseed according to optimum season for desired permanent AHf ICS ARCHITECTS AEOOFPROPE RS.REPRODUCE%
2. INSTALL GRAVEL CONSTRUCTION PAD,TEMPORARY DIVERSIONS,SILT FENCE,SEDIMENT BASINS OR SILT FENCE OUTLETS•SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL, IF DAMAGED,THEY SHALL • vegetation.Do not allow temporary cover to grow over 12 inches in height OF THIS DRAWING FOR REUSE ON
OTHER MEASURES AS SHOWN ON THE APPROVED PLAN.CLEAR ONLY AS NECESSARY TO INSTALL HAVE FABRIC,POSTS OR WIRE BACKING REPLACED TO RESTORE TO ORIGINAL CONDITION- before mowing to keep fescue from being shaded out. ANOTHER PROJECT IS NOT AUTHORIZED
THESE DEVICES.SEED TEMPORARY DIVERSIONS,BERMS AND BASINS IMMEDIATELY AFTER *Bahia grass shall not be used In City maintained areas. AND MAY BE CONTRARY TO THE LAW.
CONSTRUCTION. TREE PROTECTION FENCE MAINTENANCE-ANY SEGMENTS THAT ARE DAMAGED ARE TO BE REPLACED AS SOON AS POSSIBLEGENERAL NOTES•
3. CALL JEEVAN NEUFANE,PE(919)819-8907 FOR AN ONSITE INSPECTION BY THE WATERSHED MANAGER TO FOLLOWING DISCOVERY.
OBTAIN AR AND OF GRBBING.MAIN A. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED.THE
4. BEGIN CLEARING AND GRUBBING.MAINTAIN DEVICES AS NEEDED.ROUGH GRADE SITE. CONSTRUCTION ENTRANCE-IF ANY OF THE STONE SHALL BE LOST,IT SHALL BE REPLACED.IF THE FILTER FABRIC UNDER THE STONE IS NOTES FOR CONSTRUCTION:
5. INSTALL STORM SEWER,IF SHOWN,AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, DAMAGED,THAT PORTION SHALL BE REPLACED.IF THE STONE BECOMES COMPLETELY CLOGGED WITH SOIL,IT SHALL BE REMOVED AND FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF /�
SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN.BEGIN REPLACED. 1. PLANS FOR INFRASTRUCTURE ONLY. OCCUPANCY(CO). IQ�'
CONSTRUCTION,BUILDING,ETC. 2. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT CITY OF RALEIGH B. " U
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,PAVING,DITCH ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED.THE A
LININGS,ETC.SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. SOIL STOCKPILE AREAS/OTHER GRASSED AREAS MAINTENANCE•GRASS AREAS SHALL BE RESEEDED AS NECESSARY. SOIL STOCKPILE STANDARD SPECS AND DETAILS,WAKE COUNTY SPECIFICATIONS,NCDOT SPECIFICATIONS FENCING SHALL REMAIN UNTIL ISSUANCE OF CERTIFICATE OF OCCUPANCY(CO). if' P.,/-,
7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY,CALL AREAS SHALL BE SEEDED WHEN THEIR USE IS COMPLETE. �V f•�I
s3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS.CONTRACTOR C. WITHIN THE SIGHT TRIANGLES SHOWN ON ALL SITE PLAN AND LANDSCAPE PLAN SHEETS,NO R JEEVAN NEUPANE,PE EMOVETMPFORAN DIVERSIONS,S ILTHEWATERSHEDMANANSR. O W
� 8. IF SITE IS APPROVED,REMOVE TEMPORARY SILT FENCE,SEDIMENT BASINS,ETC., TEMPORARY SEDIMENT TRAP-THESE BASINS SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND AFTER EVERY STORM OF 1"OR MORE SHALL NOTIFY ENGINEER OF DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS. OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE �/ a
I AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS.ALL REMAINING PERMANENT EROSION OF RAIN. DEBRIS SHALL BE REMOVED IMMEDIATELY.ANY DAMAGE TO THE TRAP SHALL BE REPAIRED TO THE STANDARD FOR INITIAL A. CONTRACTOR WILL KEEP STREETS CLEAN AT ALL TIMES ORAWASHSTATIONWILLBEREQUIRED. LOCATED IN WHOLE OR PART.OBSTRUCTIONS INCLUDE,BUT ARE NOT LIMITED TO,ANY BERM,FOLIAGE, W
CONTROL DEVICES,SUCH AS VELOCITY DISSIPATORS,SHOULD NOW BE INSTALLED. CONSTRUCTION.SEDIMENT IS TO BE REMOVED WHEN IT REACHES 6"DEEP OR AT LEAST ONCE EVERY SIX MONTHS. FENCE,WALL SIGN,PARKED CAR,OR OTHER OBJECT.ALL STREET TREES FALLING WITHIN THE SIGHT E"i
9. WHEN VEGETATION HAS BECOME ESTABLISHED,CALL FOR A FINAL SITE INSPECTION BY THE 5. ALL CATCH BASINS SHALL HAVE INLET PROTECTION. TRIANGLES SHOWN ON THIS PLAN SHALL BE LIMBED UP BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE W
WATERSHED MANAGER,JEEVAN NEUPANE,PE(919)819-8907.OBTAIN A CERTIFICATE OF COMPLETION. SEDIMENT BASINS-ALL REQUIREMENTS FOR SEDIMENT TRAPS SHALL APPLY. THE CURB LINE ELEVATION. Ci) O
6. ALL CUT AND FILL SLOPES MUST BE STABILIZED WITHIN 14 DAYS OF ANY PHASE OF GRADING,WITH
CONCRETE WASHOUT-IT SHALL BE CLEANED PERIODICALLY AS NEEDED.IF THE PLASTIC LINER IS DAMAGED,IT SHALL BE REPLACED. SOME SLOPES TO BE STABALIZED WITHIN 7 DAYS AS SHOWN ON CHART TO THE LEFT AND ON THE I l W
EC SHEETS.. D. MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING STREETS SHALL BE AT LEAST 20 a
FEET FROM THE POINT OF TANGENCY OF THE CURB.NO DRIVEWAYS SHALL ENCROACH ON THIS
BAFFLES•SHALL BE INSPECTED AFTER EACH SIGNIFICANT RAINFALL AND AT LEAST ONCE A WEEK. IF NECESSARY,THEY SHALL BE 7. TREE PROTECTION FENCING ON THIS PROJECT WILL BE INSTALLED AND INSPECTED BEFORE THE MINIMUM CORNER CLEARANCE. i
REPAIRED TO THE ORIGINAL PERFORMANCE LEVEL USING MATERIALS SPECIFIED IN THE DETAIL. GRADING PERMIT IS ISSUED. �]
8. E. ALL STREETS SHOWN ON THESE PLANS HAVE FULL WIDTH OF RIGHT-OF-WAY CLEARED AND GRADED r�J N r3
o DITCH LINER-SHALL BE INSPECTED AT LEAST ONCE A WEEK AND FOLLOWING SIGNIFICANT RAINFALL.IF NECESSARY,THE LINER SHALL A PRE-CONSTRUCTION CONFERENCE MAY BE REQUIRED BEFORE GRADING PERMIT IS ISSUED. WITHIN 50 FEET OF ALL STREET INTERSECTIONS.THE FULL WIDTH OF RIGHT-OF-WAY SHALL BE CLEARED W 00
BE REPLACED WITH THE ORIGINAL TYPE MATERIAL AND ANCHORED ACCORDING TO THE METHODS SHOWN ON SHEET CD3. 9. PERMANENT GROUND COVER WILL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS AND GRADED ALONG ALL MAJOR,MINOR AND SENSITIVE AREA THOROUGHFARES. f...1 ,-,
WHICHEVER IS SHORTER.
^mm^ _" "••a" SKIMMERS-SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL THEY SHALL BE CLEANED OF DEBRIS AND
- --- --- ANY REPAIRS MADE TO THE ORIGINAL QUALITY OR THE ITEM REPLACED. 10. THE AREA DESIGNATED SHALL BE USED FOR TOPSOIL STOCKPILE. F. WHEEL CHAIR ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH STANDARD DRAWING SHOWN �/
;orJ �p�p ��i rr 11. THIS PROJECT IS IN THE NEUSE RIVER WATERSHED.PROJECT AREA=2.66 ACRES. ON SHEETCD19.WHERE SIDEWALK IS NOT REQUIRED ALONG THE PUBLIC RIGHT-OF-WAY,CURB IS TO BE F�•I
hod ll"' "8 ° I'R ' '"""'"'°"°'' Fe DEPRESSED AT ALL RAMP LOCATIONS SHOWN ON THE STANDARD DETAIL.
4 gid iel ur,k 1.., l i 1 RIP-RAP CHANNEL-SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL,IF STONE IS MISSING IT SHALL BE 108 NUMBER: 21-0010
m.MM REPLACED TO THE ORIGINAL SPECIFICATIONS.DEBRIS AND SEDIMENT SHALL BE REMOVED AS NECESSARY. 12. WETLANDS ON THIS PROJECT ARE AS SHOWN.
ranw.a, AraeWaetl roar",xe essen"". G. ALL INDIVIDUAL LOTS SHALL HAVE AN EROSION CONTROL PLAN SUBMITTED PRIOR TO CONSTRUCTION CHECKED BY:TRH
13. MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING STREETS SHALL BE AT OF HOUSES THERE UPON.IF MULTIPLE LOTS WITH A TOTAL DISTURBED AREA OF MOTRE THAN 12,000 SF
I ea w"..w.lw.*WN en.... .ow" wn, RIP-RAP APRONS-SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL.IF STONE IS MISSING,IT SHALL BE LEAST TWENTY(20)FEET FROM THE POINT OF TANGENCY. ARE TO BE BUILT UPON AT ONE TIME,A COORDINATED EROSION CONTROL PLAN SHALL BE SUBMITTED. DRAWN By:ED$
d REPLACED TO THE ORIGINAL SPECIFICATIONS.DEBRIS AND SEDIMENT SHALL BE REMOVED AS NECESSARY. __ _ DATE: BY:EDS
*s'+tas xw"sm�m wwwswtmm.. ,am an. '" x. 021
TEMPORARY SILT DITCH-SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL.IF SIGNIFICENT EROSION OF Rolesvville Rd Gap Project Area-Connecting Pipes&Structures Only-Q 10
333Y SHEET TITLE:
® , THE DITCH IS HAPPENING IT SHALL BE REGRADED.ANY BREACH OF THE DOWNHILL SIDE BERM SHALL BE FIXED IMMEDIATELY. COD) ) GENERAL
*'�� � ""'"'°"°""""°"""'"'"01 Downstream Upstream Area Runoff Tc Total Pipe Length Slope Downstream Upstream Downstream Upstream Q(10 HGL HGL
ne,mm, ,"ems WATTLES-SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL. ACCUMULATED SEDIMENT SHALL BE Size Downstream Downstream UprtMam
))♦*.n... ,ae.r.."..a�+wanunan. REMOVED. IF THE WATTLE ANCHORS ARE DISPLACED IT SHALL OR DAMAGED THEY SHALL BE REINSTALLED OR REPLACED. IF THE WATTLE IS structure Structure (Acres) Coef. (min) Row (&) (Ni Rim Elav(ft) Rlm My(ft) Invert(ft) invert(ft)
3 DAMAGED SUCH THAT IT NO CONGERS FUNCTIONS,IT BE REPLACED. (cy) (In) velocity(fps) Structure Structure NOTES A N D
1`me*==a.m,oe.n,m,*On.1 sea No.apt MMo.axc"aw.. INLET PROTECTION-SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL.SEDIMENT SHALL BE REMOVED. CB 773 CB774 0.26 0.80 10.0 -3.66 15 230.56 0.55 384.62 386.00 380.60 381.8 North 87 3.83 381.58 382.69LEGENDS
i IF STONE IS SIGNIFICANTLY CLOGGED,IT SHALL BE REMOVED AND REPLACED WITH CLEAN STONE. ANY DAMAGE TO SILT FENCE TYPE CB 774 CB 775 0.26_ 0.80 10.0 2.63 15 239.70 1.33 386.00 390.36 382.07 385.26 3.39 382.85 385.96 Carolina i
o PROTECTION SHALL BE REPAIRED BY PATCHING OR REPLACEMENT. CB 775 CB 776 0.20 0.80 10.0 1.66 15 233.22 1.00 390.36 392.97 385.46 387.80 3.04 386.10 388.35 *"'""a1ei^
CB CB 777 0.21 0.80 10.0 0.75 15 200.00 0.50 392.97 393.89 388.00 389.00 2.35 388.44 389.40 *"";Not Before U,8Mng"*+ SHEET NO.:
Ij North Carolina D 811
CB 762 CB 763 0.45 0.80 10.0 2.21 18 206.12 1.25 384.76 388.39 378.65 381.23 3.29 379.26 381.79 Sr i m 1-Ti 32J949 1,o
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-"—`R\ ,�,. �- raz :® - _- 393 LO NS LL-i'- A 93,��} WKY AP��ON
Tv FZ�! • Gar�li�•�r✓o. � .�Nii�RieM�wEeied,. DEWL ,dE i
XISTI
START OF NEN PAVEEMWE�NT/ -wo � za«GG / .._ • 1',' - .. ..,-.
TIE TO,KALAS FALLS NIOEfhI
,i;, _, «.. -_-/ _ �• �� - _' .. ... ....._. _ 30i' 3� 4 r 21.00 g I�
..1 I...- ...I (CONCRETE TO i -. R 'fE' ..��-.ti..r_.-.��'-:'�-..r-� -.. _
ROLESVILLE ROAD RENDven g g
PROPOSED PROPOSE. A FROM R/N @ 3
S.R.1003 WHEELER, GINV F PROPOSED DRIVEWAY PIPE EX.CONCRETE( PROPOSED EX/STING POKER POLE PROPOSED
DRIVEWAY PIPE S BRIGHT, )ILL F TIN TO MATCH EXISTING 15'RCP TO BE RELOCATED TO R/W. 15"RCP
EXISTING 75' ROW REPLACEMENT TO PIN- 1767483143 MATERIAL 0"PIPE EX.STRUCTURE
MIN. 15" to ry
I MOODY, MILDRED B
PIN- 3767387370 F MOODY, ELMO R CLARK, CHARLES 7
I PIN- 1767388333 CLARK, I H
PIN- 1767389767389615 a S
.,a
CL EXISTING RD. ROLESVILLE RD. SOUTHERN SECTION STIPULATION FOR REUSE
NEi5 ROW EXISTING ROW +/E_0IX Ne xRON GRADING OTHTIS IECRANINGIC SITE LNARED MEOFOR
USE
UAAvm eNTOS CONTEMPORANEOUSLY PITH ITS ISSUE
REM.AAD IT IS
e I 5.5. 25. 1e• I T I 4 S. G'
OI
v•
OATS AS usTE. SGveas
.z; I T Ix' A•PAVED JOL.GERhI 1101INGLEFORAEFEfd:NCE IAFESAAMPLT E
GA zX TE OE
AT A LATER TIME.USE OF
P
Le. - 4X CEBSAOF 'FAOPE REPRODUCTION
r�Y'.f.e•LAP JGINi 4!� 2......
AMINO A.e•roar RIOm1ARCHITECTS AND ENGINEERS.AEPAOOUCTION
exrxxe ROAOx.r FIIIM
ANOTHER PROJECT DF THIS IS FOR REUSE
HAUTHORIZED
405 405 AND MAY BE CONTRARY TO THE UN.
PROPOSED PAVEIENT SLOPE TO NATCH EXISTING CROSS SLOPE __
ROLESVILLE RD. - (a
CROSS-SECTION (TYPICAL) — Q Z
PAVEMENT DESIGN 6' OR LESS: PAVEMENT DESIGN GREATER THAN 6': I
*3" S9.5C M3" S9.5C 400 Pry P, 400 QZ O
4" I-19C 4" I-19C �emcv G5" B25.00 10" ABC NCO" O p Q
w.v LULU 0I- - ----- -- • -- .o U
C➢+LULUEXISTING CL GRADE __- -__—
M3" S9.5C TO BE INSTALLED IN TWO 1.5" LIFTS INCLUDING THE OVERLAY. L'Acuj _... _.. —_ ...- W
__ 0
---- 395 395 --'_-- -------
_ JO Jo
----- wJ
> Z
�I1
390 \ -� ------�-'' - -- ... -- D
— 390 Hv ¢O
LLJ U
305 - I 385 CE 0
GENERAL NOTES: ��._.---'r
a 1. THE OFFSITE WATER IMPROVEMENTS HAVE BEEN CONSTRUCTED AS SHOWN ON _ _ ___
THIS PLAN. THE WATER EXTENSION WAS PERMITTED BY THE CITY OF RALEIGH - ' I 380
W-3759, NCDOT E51-092-20-01630, AND WAKE COUNTY S-5492.
E 2. THE OFFSITE ROAD IMPROVEMENTS SHOWN HERE WITHIN THE PROPERTY LIMITS . -
g OF KALAS FALL PHASE 1 ARE CURRENTLY UNDER CONSTRUCTION UNDER NCDOT 1 — sHEET1E.
PERMIT # E051-092-21-00082. -- - --
m
3. CONTRACTOR TO COORDINATE WITH KALAS FALLS PHASE 1 ON-SITE CONTRACTOR. —
e 4. SEE ATTACHED CROSS-SECTIONS FOR ADDITIONAL GRADING INFORMATION. 375 I 375 ROAD
N 5. PAVEMENT DESIGN TO BE DESIGNATED BY NCDOT ENCROACHMENT AGREEMENT i IMPROVEMENTS
OVERLAY OR LAP JOINT TO BE DETERMINED BY NCDOT ENCROACHMENT AGREEMENT. - AND PROFILE
6. CONTRACTOR IS RESPONSIBLE FOR CONTACTING 811 A MINIMUM OF 3 DAYS PRIOR _. —_ —
TO THE START OF CONSTRCTION. CALL 811. i
m 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 SHEET NO:
0
3.0
a

W
Z Z �a
1 Q C H
I RICO 0 GLOVER SR 6 / ' •� • .
U TIFFANY N GLOVER T 1"1 I. `1 1, v �j
D.B. 17360 PG. 1716
H B.M. 2018 PG. 2222 CHRISTIAN WILDER \\ y\\1.
"" �'�ALEXA RODRIGUEZJOHN L, SHOREP.I.N. 1767.0i-28-5959 CINDY WILDER a) ,BENNY L. MOODY QB.M2018PG. 2222 ANNETTE P SHORE R/W DEDICATION BM2023 P00140D.B. 10927 PG. 1494 ,��' ,',��CONNIE G. MOODY S P.I.N. 1767.01-38-5643 0.8. 13782 PG. 1145RAUL MALOONA00 B.M. 2004 PG. 603 ( �_ f11 '�" �'D.B. 3758 PG, 29 �1/W DEDICATION BM2022 PG07-8 B.M. 2004 PG. 1971O.B. 17784 PG. 1955 p,I.N. 1767.01-39-2250 KALAS FALLS PHASE 1 �• ' " '"B.M. f9Bf PG. 653 B.M. 1928 PG. Sd2B.M. 2019 PG. 1108 R/WDEDICATION BM2022 PG0749I O.R. HORTON INC. g ,, Ii" W •�P.I.N. 1767.01-38-5477 P.I.N. 1767.01-38-7947I ❑.B. 019009 PG. 01446 11f1 j1 �'IR/W DEDICATION BM2022 PG01257 /f P.I.N. 1767.01-38-1953 EXISTINGFIRE HYDRAN cR 11111('� d•A1 R/W DEDICATED BM2023 PG0140R/W DEDICATION BM2022 PG01097 ASSEMBLY (BYOTHEgI B.M. 2022 PG. D442 T �1 ' 1 9
I 1i11 1111
N PROPOSED 30' P.I.N. 1767.01-29-3887 ^"
DRIVEWAY APRON RELOCATE EXISTING PHONE 1 I- 111 i1'L-----� C 2'o
PEDISTAL 3' BEHIND PROPOSED
SIDEWALK PROPOSED 5'x4' -- -- fi Ii1 3'2''LF60A G
•••--ROPO5E0 f2'
..\
... ,•• -ORIVENAY APRON ,fiLOIIL ASSHOW�N HERE.
PROPOSED!6' SIOENALK PROPOSED!0' PROPOSED 1B' + I i LL_-- -_-y 1 1 I __ "-'
••--� IXiIVENAY APRON ORIVENAY APRON DRIVEWAY APRONREMOVE PIPE&FES ------....-1--
I. - -- c L!
7.444 i i,,i..9.'
.__._.-m-"r..._... ;a:✓..�rc.`% .r '''' Y ar rr<. ..., Is_m° .i�ti -
AND EXTEND AS SHOWN.
fm
z9ad0N ' a.aa 31Ioo - 3z+oo... `_" --} _ - __i +/-START OF MILLING +___ _ '�r " ' Nrpr
33+00 - - 35+00 _ _ fi+0 - _,.._. _... 3]i00-.-._. _+__ .._3+OD. ._..._�y..-__ - 39+00 _ -.+__._. ... 40+00 ___-_�.--_ O•CY;m°° ��.
R/N °E E ... .+ j d A.-A_-�.1_}-,I-Al--.-_j-------
1-A (:%/ 51t1));)
;`Q�e 4.E%ISTING POWER POLE PROPOSED °E RZN oTO BE RELOCATED TO R/W ° 15'RCP PROPOSED PROPOSED NEN PAVEMENT1fir"f5'RCP15RCPIAm .15"RCP ROLESVILLE ROADo � "CLARK, CHARLES T S.R.1003 , � A,nr'P`.,°
CLARK, PATRICIA H WDOOLIEF, DWIGHT THOMAS
PIN- 1767389615 � WOODLIEF, CAROLYN EXISTING 75' ROW WOOOLIEF. BETTY JOYCE , r4r�irmn____ `
1 PIN- 176702580938 PIN- 1767590335
I
z ROLESVILLE RD. NORTHERN SECTION r � LWW�'
IMPROVEMENTS 9810
IGRAPHIC SCALE 1"®50' ;
RICO 0 GLOVER SR& . . �1' v F'YGINE�'��
i IMMININIMINI
TIFFANY N GLOVER '' R.H01,
o 0 50 100 150I�'
O.B. 17360 PG. 1716 ' -" \ all' 111 A E 111 v„_
B.M. 2018 7. 2222 CHRISTIAN WILDER \ \`11 \1'� S\
Q ALEX A RODRIGUEZ JOHN L. SHORE P.I.N. 1767.01-28-5959 CINDY WILDER 1 vvvv
BENNY L. MOODY BM 2018 PG 2222 ANNETTE P SHORE R/W DEDICATION BM2023 PG0140 D.B. 10927 PG. 1494 1�""' \ IT; �'i1
CONNIE G. MOODY P.I.N. 1767.01-38 5643 D.B. 13782 PG. 1145 RAUL MALDONADO B.M. 2004 PG. 603 \.. �'�
D.B. 3758 PG. 29 /W DEDICATION BM2022 PG07•8 B.M. 2004 PG. 1974 O.B. f77B4 PG. 1955 p.I.N. 1767.01-39-2250 KALAS BALLS PHASE N el ail A AVE.
e.M. 398! PG. 653 B.M. 1928 PG. 142 B.M. 2019 PG. 4186 R/N DEDICATION BM2022 PG0749 D.R. HH0Ogq70N INC. QF G
I P,I,N. 1767.03-38-5477 P.I.N. 1767.01-38-7947 D.B. 019009"PG. 01446 'O'fl ii1� 'Ii� _
P.I.N. 1767.01-38-1953 EXISTING FIRE HYDRANT ' "'TTT111 1 1 "'\
R/W DEDICATION BM2022 PG0325�4➢ R/W DEDICATED BM2023 PG0340 R/W DEDICATION BM2022 PG01097ASSEMBLY (BY(TITERS) y B.M. 2022 PG, 0442 t I❑ '(1
W PROPOSED f0' �. 1767.01A29-3887 n \ 1 ' _-
IXOSED/Y APRON RELOCATE EXISTING PHONE 1 I"- N,� r 1,;It-- -
- _n' ` __
PEDISTAL 3' BEHIND PROPOSED , -.�e� •SIDEWALK PROPOSED 5'x4' T- \. n 1 3'�' OFii
,9 ... PROPOSED/12' RELOCATE 53'OF EXISTING SIOEMALK •-
••"- ... _ DRIVEWAY APRON AG"IL AS SHOWN HERE, PROPOSED 16' PROPOSED 10' PROPOSED 1B' \ -I-="�,)ii 1'� I
G - •- ...- ,,, ••• DRIVEWAY APRON DRIVEWAY APRON DRIVEWAY APRON _REMOVE PIPE&FES IF >-�--. 11 v �"'K--
4
AND EXTEND AS SHOWN. _
w '9 30+00 I 31 00 `_\i 32+00 �`'__i.._. __._� iL® .NK.�R®F
-.error®. 39e
ti
33 00 �__ -_1- l�'.
d _. ._. d !_--®.d-..� i. y- d�..d.�' d -,..'r 34+00 �, 35 00 3fit00' _._ ' ... f . .. ---'-3 1 -- Ii +
z __ _ ; 1 _ ,-,_ - �,-y�� 3J+00 38+00 4 3BL00 - 44- ' 1
I RJN z- v_ vv..���s•» -vvv�x _.��
EXISTING POWER POLE A PROPOSED PgOPOSEO % 1 ----4-_____.
�
TO BE RELOCATED TO R/W. 15"RCP AS"RCP /
-� IF .-'-
PROPOSED
15•REP ROLESVILLE ROAD
CLARK, CHARLES T n S R.1003
F CLARK, PATRICIA H WOOOLIEF, DWIGHT THOMAS I EXISTING 75' ROW WOOOLIEF. BETTY JOYCE
PIN- 1767389615 WODDLIEF, CAROLYN 1
PIN- 176702580938 I PIN- 1767590335 Q a
ROLESVILLE RD. NORTHERN SECTION
GRADING5 3� CL EXISTING RD. S
NEIf ROW E%ISTING ROW ♦�EXISTING ROW
405 405
d,ant.O Iai u 54 ^
- -_-- - --- _-- U. . 3• 3 STIPULATION FOR REUSE
s• I 5.5 2.5 is•
^oafo ADof�oo I I IID BEREA
.
OW O ^O Olo of-_- - -_ "zs PAVED sua9eP-I- THIS DRAWING SPECIF WAS PREMED FOP USE
o m rn ONO]^ Lfi x4• ,',- '� -EX _ - OCONIEXPOIA EOUSIC LI NITHPIITS ISSUE
001� aOgOISCO- - - -- - - - -- --- - sx9Olux •^ -' ' r z� DATE AS LISTED,HEsUIE INEDN.AND Ii IS
2's1.s'LV JOSNi ,F x 2•
400m m .+4 mm m IWs xtOENIr& NOT SUITABLE FT USE ON A DIFFERENT
OT(U Ap lO1D 400 Mined.
FROJECTMAXIM SITE OA AT A LATEA TINE.USE OF
(l11 F- m I Z1- Nm ON
1 oao o I o�o O�07 PROPO®PAVEIENT eLOPE TO MATCH EXISTING CP0s9 SLOPE iNIONANOTHEAFPADJECTOP AAEDIIIAESENCE OR ETHE�E
~ r•~Z> m°+1m m �m - --- -- _ ARCHITECT SANG ENG NEEASI.AEROWCTION
4 H < H Um ^mOOm - ROLESVILLE RD. OF THIS DRAWING FOR iEUSE ON
1I N " m- � - ^NON'.; -- - CROSS-SECTION (TYPICAL) AMITOPR PROJECT IS NOT AUTHOR/ZED
395 I•�>n - - 55+ m 0 CD WO 0 395 AN)NAY BE CONTPAAY TO THE LAN.
z n v m�c PAVEMENT DESIGN 6' OR LESS: PAVEMENT DESIGN GREATER THAN 6':
----
a .H m z r -- *3" S9.5C *3" 59.5C
-_� N H' - - - -_ (-o o- - mommm 4" I-19C 4" I-19C Q
- _ �> ¢+mmm 5" 825.00 10" ABC Q I- z
+--- FI
'"'o 1F3" S9.5C TO BE INSTALLED IN TWO 1 5 LIFTS INCLUDING THE OVERLAY. O
390
_ --------___ EXISTING CL GRADE TEMP. 15" RCP TO BE:::10:E103:5Tz TIME OF 1- z> 390 0 W Q Q
200' - -------- 233' OF 35" COG EXTENS ONTACTOR TO a rr cz
- _--__ COORDINATE WITH KA ALL ON-SITE --'-In F�
ONTRACTOR--- W F-
0
385 '®ea- ----- - 385
---- - 385 J J
_
231' ®F 1b"
�0. oD
380 - -"--� • O
W-
Nz
-------- -------
- 0Q 4
cc0375 375
.
GENERAL NOTES:
E 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 1. THE OFFSITE WATER IMPROVEMENTS HAVE BEEN CONSTRUCTED AS SHOWN ON
THIS PLAN. THE WATER EXTENSION WAS PERMITTED BY THE CITY OF RALEIGH SHEET TITLE
W-3759, NCDOT E51-092-20-01630, AND WAKE COUNTY S-5492. WAKE COUNTY
HAS BEEN CLOSED FOR OFFSITE WATERLINE EXTENSION.
2. THE OFFSITE ROAD IMPROVEMENTS SHOWN HERE WITHIN THE PROPERTY LIMITS ROAD
OF KALAS FALL PHASE 1 ARE CURRENTLY UNDER CONSTRUCTION UNDER NCDOT IMPROVEMENTS
PERMIT # E051-092-21-00082. AND PROFILE
3. CONTRACTOR TO COORDINATE WITH KALAS FALLS PHASE 1 ON-SITE CONTRACTOR.
in
4, SEE ATTACHED CROSS-SECTIONS FOR ADDITIONAL GRADING INFORMATION.
5. PAVEMENT DESIGN TO BE DESIGNATED BY NCDOT ENCROACHMENT AGREEMENT SHEET NO;
o OVERLAY OR LAP JOINT TO BE DETERMINED BY NCDOT ENCROACHMENT AGREEMENT.
6. CONTRACTOR IS RESPONSIBLE FOR CONTACTING 811 A MINIMUM OF 3 DAYS PRIOR 4.0
TO THE START OF CONSTRCTION. CALL 811.

IW Z IZ c o
y o,
NORTH SECTION I- SOUTHERN SECTION V L
!TT� \ 1 I • I �� a) N��
N29 ,n 4Ep1 KOB�i s�V3iiiiil" 1 �o ,�;aN 1 °� f
.,. .,. 1 .,. .,. .,. ,,. �� :t ax P=N_,].]�],o P ,.].,1„1 �.�„� -�
11,11
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OVERALL OVERLAY AREA BASED ON AREA OUTSIDE THE OVERLAY ENGINEERING•
\� AREA SET BY # E051-092-21 00082. a qqq ASSOCIATES ix E
NTS SOUTHEAST 8
(11:111:1) GRAPHIC SCALE i"-80' c-3ae1,
i_m_m—mom 'i,�•OF
0 80 160 240
9810 f.
WOOOLIEF, BETTY JOYCE ¢ WOODLIEF, DWIGHT THOMAS I -R µo,
PIN- 1767590335 I PIN-LI76, CAROLYN CLARK, CHARLES T ,Fi, \�dll' �
PIN- 176702580938 CLARK, PATRICIA H
PIN- 1767389615 S
N(0 N/tl N/tl I
25 TUW LANE tlAr TIE TO KALES PICI RAN h0. N/tl N/tl N/tl i a/0 WALING
N/tl _ N/tl
II'LANE <'MiITE FLEE LINE4'3'-S'MATE MINI 91QP-, 11 LANE TE EDGE LINE-., --
.-
12'_LANE _ _ _ _______ -- 1P' 1 LANE , .
/ 11 LANE
f2'LANEJ / `4'OOIKE YELLOW TIE TO KAlA1 MI RAN 22'LANE - +. .30L
"if
i / ��i .,. M - L 4'f0-SO YELLOW SKIP 12 LANE
-- .I 1 ] `EXISTING CBS TIE TO KALAS PH.1 RAN ' .• - " .. '
I • �E%IBTIN6 SIOEMALK •• •• ••• • ��
R
ii �III�'I�1I III...j.. 0 KALAS FALLS PHASE 1
I I,LLCL D.R. HORTON INC. JOHN L. SHORE
111, ill RAUL MALDONADO BENNY L. MOODY
Ifl I .1.,ILLL O D.B. 019009 PG. 01446 ❑.8. 377G4 PG. 1955 D.B. 137E P SHORE CONNIE G. MOODYui
III;I j,, 7 0 B.M. 2022 PG. 0442 CHRISTIAN WILDER B.M. 2019 PG. 1188 B. 13782 PG. 1145 O.B. 375g PG. 29
Ilf $ III P.I.N. 1767.01-29-3BB7 CINDY WILDER P.I.N. 1767.01-38-7947 B.M. 2004 PG. 1971 ALEX A RODRIGUEZ B.M. 1981 PG. 653
O.B. 1092E PG. 1494 B.M. 192E PG. !42 B.M. 201E PG. 2222
III tI'I II1II II N m B.M. 2004 PG. 603 N/A DEDICATION BM2022 PG01097 RICO D GLOVER SR& P.I.N. 1767.01-3a-1953 P.I.N. 1767.01-3g-5643 /W DEDICATION BM2022 PG01257
P.I.N. 1767.01-39-2250 TIFFANY N GLOVER R/W DEDICATED 8M2023 PG0140 R/W DEDICATION BM2022 PG0748
II1=1I I`il it 'd R/W DEDICATION BM2022 PG0749 O.B. 17360 PG. 1716
II 111 LL B.M. 201E PG. 2222
P.I.N. 17fi7.0 f-28-5959
R/W DEDICATION 8M2023 PG0140
S
ROLESVILLE RD. NORTHERN SECTION
GRAPHIC SCALE 1'=50'
EN MI MIN =•1111
0 50 100 150 STIPULATION FOR REUSE
GENERAL NOTES. THIS8UXIIR WAS PfPARES FOR USE
1. THE OFFSITE WATER IMPROVEMENTS HAVE BEEN CONSTRUCTED AS SHOWN ON THIS PLAN. THE CONTFAPOAIFOUS_YWITHITTSISSUN'
WATER EXTENSION WAS PERMITTED BY THE CITY OF RALEIGH W-3759, NCDOT E51 092 20 01630, AND OAEAS LISrm,HESSXSISAEON,NA IT IS
cT
WAKE COUNTY S-5492. PROJECT SITESUITABLE FOR
AA LATERATINEF�ETOF
2. THE WAKE COUNTY EROSION CONTROL PERMIT HAS BEEN CLOSED FOR OFFSITE WATER. THIOIANOTHEROR FTAENOUIFES AMPLE
ON SERVICES
PROJECT AEOOIAES 1!E
3. A PORTION OF THE OFFSITE ROAD IMPROVEMENTS SHOWN HERE ARE CURRENTLY UNDER sEAvrces OF PROPERLY LICENSED
CONSTRUCTION UNDER NCDOT PERMIT # E051-092-21-00082. STRIPING SHOWN FOR THE AACHITECTIAND ENGINEERS. LICENSED
LL OF THIS DRAWING FOR REUSE ON
I KALAS FALLS IMPROVEMENTS ON THIS PLAN HAS NOT BEEN COMPLETED BUT ARE SHOWN ANOTHER PROJECT Is NOT AUTHORIZED
uJ FOR REFERENCE. STRIPING FOR THIS PLAN WILL STOP AT THE NORTHERN AND SOUTHERN AND MAY SE CONTRARY TO THE LAW.
zi PROPERTY-LINES OF KALAS FALLS. CONTRACTOR TO COORDINATE WITH ONSITE CONTRACTOR
J PRIOR TO STARTING FINAL STRIPING. Q
11 4. CONTRACTOR TO COORDINATE WITH PROPERTY OWNERS PRIOR TO WORK ON EXISTING DRIVEWAYS. Q I— z
LII ACCESS TO BE MAINTAINED TO THE EXISTING RESIDENTS. Q ZZ O
CLARK, CHARLES T r I ffr` <U
MOODY, ELMO R ` W F
o CLARK, PATRICIA H C r PIN- 17673ge313 d MODDY. MILORED B PIN- f7673B9615 G
PIN- 17fi7387170 >
WHEELER, GINY F W
m G BRIGHT, JILL F cc
—I 0 J Z
PIN- 1767483143
.r1
1
w M/tl I a-MITE EDGE LINE-,, M/tl N/tl_ J M/tl 1 /11 2!0'TURN LANE BAY SR.1003(GD'ROW) 11-{Z
�� 1 I N/tl N/tl I.PAVES NBNOULOEB 4'WHITE EOfE LINE M/tl N/y O
y ff'LANE 4'WHITE EDGE LINE CO(VW(,1
.._'-' --._--.---..._ _._. -_ 370'SPACIN9 11'LAME
11 LANE 1'DOUBLE YELLOW, 11' fr U
'80LI0 YEILiIIf------._ -
jp.
_�.-_.-.-. �
�j 4'10-30'YELLOW SKIP fS'LANE • W
4'10'-30'YELLOW I1Ij __.... -.. Y
1
.:....., „. 12'LANs 4 3'-9 MATE MINI SKIPI 12.LA--I ' /- I12-LANE_--_--____
12'U-_ - J O<
��... �.... ��... NM® �E%[STING MD _____--- _____ -___��� CC 0
� .... �..-.. ... �—... ......... ... ..... ...... �- fB0'-TAPER i
Q 1 oa \I. II •.
BENNY L. MOODY BENNY LAWRENCE MOODY �� 1 ii__�_1
CONNIE G. MOODY JEFFREY LYNN MOODY — — J - --
D.B. 1429E PG. 1583 1 ,, I L-_________
ALEX A RODRIGUEZ D.B. 375B PG. 29 B.M. 2016 PG. 38 PENNINA B. ROWELL Q 0
B.M. 1981 PG. 653
B.M. 2018 PG. 2222 P.I.N. 1767.01-3B-5477 B.M. 198E PG. 331 \
RACHEL K. ROWELL KALAS FAL S PHASE 2 0
P.I.N. 1767.01-3B-5643 B.M. 19E16 PG. 96B ZONING: R-30 (D
•/W DEDICATION BM2022 PG01257 MITCHELL MILL ROAD INVESTORS, LLC 1 I
R/W DEDICATION BM2022 PG0748 B.M. 1928 PG. 342 D.B. 15779, PG. 229 ❑.B. 017691 PG. 01863 LL J' { SHEET'FILE
P.I.N. 1767.01-28-4304 PIN NO. 1767.0 37-4878 B.M. 2022 PG. 0444 4
R/W DEDICATION BM2022 PG0747 1 REAL ESTATE I0: 0045739 P.I.N. 1767.01-27-536B LL
R/W DEDICATED BM2023 PG0901
o 1 C.O.R. EASEMENT BM2019 PG1226
\ \ G m
a •
c4 \ \• STRIPING
ROLESVILLE RD. SOUTHERN SECTION m PLAN
GRAPHIC SCALE !'-50'
o
SHEET NO:
me
0 50 100 150
5.0
a

IW
IZ Z OTd o
1 NORTH SECTION Li SOUTHERN SECTION I Q -� d 1
L..,F VILROD � ,;T. 4-4, Y s
�.i1,=+ !-=�u,.iFw-��.46�,•u._S ._r-'• .__I"„,a�®�i:ii�Y1-sT�' T Sef_.. r
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EXISTING 75'ROW T
q rax Ubigo--.- i J .' h
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OVERALL ` Or;�'',
NTS AMERICAN qC�
ENGINEERING A"'E
SSSOCIATES 7.
(II::: GRAPHIC SCALE 1"=BO' \ZHEAST .
0 80 160 240
IW
Id: 4 �� I .t�9810� _-
WOOOLIEF. BETTY JOYCE I WOODLIEF, DWIGHT THOMAS U � �EF'
PIN- 1767590335 ROLESVILLE ROAD TREE/S LT FENCE TO BE TIED TO KALAS WOODLIEF, CAROLYN d1 CLARK, CHARLES T ' /�)^ R��P.��•�`
PH. 1.FLIC%ONTRACTOR TO COORDINATE WITH PIN- 176702580938 1 CLARK, PATRICIA H �/�.•/K'''".�I,f8 i�f„
S.R.1003 ONSITE ONTRACTOR FOR KALAS. 1 PIN- 1767389615 ( -\
TREE/SILT FENCE (TYP.) '�T EXISTING 75' ROW WATTLES LOW POINT PASPOpCp TREE/SILT FENCE CLEARING LIMITS TO TIE BACK WATTLES (TYP.) TYP. (TYP.) T� PROPOSED PROPOSED EXISTING POWER POLE
W�� TO EXISTING EDGE F PAVEMENT 1 15"RCP
_,-, - y ---- --- - �- 15"RCP BE RELOCATED TO
/- •_. • ` III
40+00 39 B0 .- 3Bi00 _ �,.. + 37'00 3fi+00 35+00 - / F 'F F,.' '"F p-•'°--F .-_ 'F �' -
�` 4+. 3 oo 33+00 el, iu F-
`..,-_- `.._.i.- _-. ._ .`_- y _ \\ `INT PROTECTION 00-.
ri -I!A'�\INA,T, ss•- ' .- _- -_ -.- 32 00 J, TYp
LEGEND . _ . _; ___ ,,, a -.R.,k>�..�.._.-"��. _
f i - • _ s QeWNeV �T T� �ITWa
` �I i - I _�����,-.+�, J .•- '![ r.,:: .., 39f iram NBNeleY y `�t."
r3 PROPOSED CHECK DAMS _ \I _T REMOVE PIPE G FES ti f✓ ��
cF+-, �,; _ , PROPOSED 38' PROPOSES f0' -- -- PROPOSED!6' S'A $v l W "1, �,_�..� AND EXTEND AS SHOWN. /'- 4G/ �,
�'..5� [R- - ---il,i TREE FE IS 70 BE\I INSTALLED INLET PROTECTION DRIVEWAY APRON DRIVEWAY APRON DRIVEWAY APRON LOW POINT RELOCATE 53'OF EXIST/NO- PROPOSED 12' • ����� T
Si PROPOSED WATTLE --�• ` 11 I NG NS TREE/SILT FENCE PROPOSED 5'x4' 1S'WL AS SHOWN HERE. 1 DRIVEWAY APRON LOW TOINT 4` TREE/SILT FENCE 1
0 4? W 11I [i 7P BACK OF SIDEWALK TREE/SILT FENCE TO BE TIED TO KALAS TYP. SIDEWALK (POINT
RELOCATE EXISTING PHONE I
m PROPOSED CATCH BASIN „ , �,.`�-7- \, (TYPO TYP.
L-''' - H -i ONBITE CONTRACTOR TO COORDINATE WITH SIDEWALK
PEDISTAL 3' BEHIND PROPOSED PROPOSED 10'
\, 'IV'
\ 'Al
KALAS�FALL5 PHAS�'Y`� EXISTING FIRE HYDRANT JOHN L. SHORE DRIVEWAY APRON
pm EXISTING FLARED END SECTION D.R.NORTON INC. 1 W
-" v,V, ..1 I D.B. 019 9 PG. 01446 '`'� ASSEMBLY (BY OTHERS) RAUL MALDONADO ANNETTE P SHORE W. BENNY L. MOODY
II pQ ( D.B. 17784 PG. 1955 / COMMIE G. MOODY
INLET PROTECTION _\ �1("� 7$\ B.M. 2022'RG. 0442 1 CHRISTIAN WILDER B.M. 2039 PG. 1188 D.B. 13782 PG. 1145 Ai D.B. 3758 PG. 29
® PROPOSED SF LOW PRINT \ �il, �ti P•I N. 17fi7.Oi?y 3_8_87 CINOY WILDER P.I.N. 1767.01-38-7947 B.M. 2004 PG. 3973 ALEX A RODRIGUEZ B.M. 1981 PG. 653
11, \ \ -\I D.B. 10927 PG. 1494 R/W DEDICATION BM2022 PG01097 B.M. 1928 PG. 142 B.M. 2010 PG. 2222 P.I.N. 1767.01-38-5477
�'\ \%�? 11,'l, �� B.M. 2004 PG. 603 RICO D GLOVER SR 6 P.I•N. 1767.01-38-1953 P.I.N. 1767.01-38-5643 •/W DEDICATION BM2022 PG01257
�„ J P.I.N. 1767.01-39-2250 TIFFANY N GLOVER
/ R/W DEDICATED BM2023 PG0140 R^ DEDICATION BM2022 PG0748
�S 11� `ii`[� Q I R/W DEDICATION BM2022 PG0749 D.B. 17360 PG. 1716
"�1f fill, ,LL B.M. 2018 PG. 2222 / S
P.I.N. 1767.01-28-5959
R/W DEDICATION BM2023 PG0140
PROPOSED LINETYPE LEGEND N
ROLESVILLE RD. NORTHERN SECTION g a
-••• -••• -••• - PROPOSED RIGHT OF WAY
(11:111P1
PROPOSED ROAD CL
PROPOSED 30" CURB AND GUTTER GRAPHIC SCALE 1"=50'
_+fu
PROPOSED EASEMENT 0 50 100 150 GENERAL NOTES: STIPULATION FOR REUSE
-SF-sF-SF-SF SF- PROPOSED SILT FENCE 1. THE OFFSITE WATER IMPROVEMENTS HAVE BEEN CONSTRUCTED AS SHOWN ON THIS PLAN. THE THIS DRAWING NAS PREPARED FOR USE
WATER EXTENSION WAS PERMITTED BY THE CITY OF RALEIGH W-3759, NCDOT E51-092-20-01630, AND °ONiEPCTHE GANEOUSLVTWIT ITS ISSXED UE
TF/SF-TF/3-TF/SF-iv.- PROPOSED SILT FENCE/TREE FENCE WAKE COUNTY S-5492. DATE as LISTED Hisave3sREON.AND IT IS
LIMITS OF DISTURBANCE NOT T SITE
FOR A ON A DIFFERENT
- <- <- 4- DITCH FL SILT 2. THE WAKE COUNTY EROSION CONTROL PERMIT HAS BEEN CLOSED. PROJECT SITE OR AT A LATER TIME.USE OF
3. THE OFFSITE ROAD IMPROVEMENTS SHOWN HERE ARE CURRENTLY UNDER CONSTRUCTION UNDER tests DRAWING EDP JECTRREQU OR EXAMPLE
NCDOT PERMIT # E051-092-21-00082. STRIPING SHOWN ON THIS PLAN HAS NOT BEEN COMPLETED BUT °XSERVICESROFRPAOPERLLYY°LICENSED-TF 7 -- 7PROPOSED CLEARING LIMITS IS SHOWN PER THE PERMITTED SET. THIS IS TO HELP ESTABLISH THE STRIPING RESPONSIBILITY ARCHITECTS AND ENGINEERS.REPRODUCTION
B.W Rex EXISTING RIGHT OF WAY �I ASSOCIATED WITH THIS SET OF PLANS. N
AID°TMAOeoUCINTRNOTauEELAEo
4. CONTRACTOR TO COORDINATE WITH PROPERTY OWNERS PRIOR TO WORK ON EXISTING DRIVEWAYS. ANo MAY BE CONTRARY TO TE LAW.
IZI ACCESS TO BE MAINTAINED AT ALL TIMES FOR EXISTING RESIDENTS,
I 5. CONTRACTOR TO COORDINATE THE GRADING AND DITCH TIE-IN ON EACH END OF CONSTRUCTION. 0 z
I
U Q W O
CLARK, CHARLES T MOODY, ELMO R 1 I C U
CLARK, PATRICIA H C PIN- 1767388333 d MOODY, MILOREO B L� ¢F PIN- 1767389615 ` PIN- 1767387170
PROPOSED W PROPOSED
Ex.STRUCTURE WHEELER, GINV F DRIVEWAY PIPE DRIVENAV PIPE PROPOSE; G BRIGHT, JILL F ROLESVILS ROAD J 1 J CC
0
PROPOSED E%ISTING POWER POLE PROPOSED EX.CONCRETE I MINLA15MENT TO
15 PCP 0 BE RELOCATED TO R/W. 15"RCP I 15•RCP PIN- 37fi7483143
BFNMovFD d ATERTAL 15'SPIP OW POINT TREE/SILT FENCE S.R.1003
_' _ t FROM B/W i (TYP.1 E _Z yp CLEARING LIMITS TO TIE BACK
.-- -.trti�= �•�; TO EXISTING EDGE OF PAVEMENT EXISTING 75'ROW
0 j?
3f+oo -F_ _-f_ c-._` ce -_ � -r.� �: ` 'ra„��""r' aLs�.'.' .- _ tl - ._ ._ �ELOCATJv -- JZ
_ 30+00 el" -. _ __ �_' _ _ --..- Ex„,. __
0
INLET PROTECTION {-- -(1.--'-+--- -,___ _ ;oo `-� �gt+oo ♦ - __ _ ___ ---_ __INLET PROTECTION' _ CO 0-
-----4 27+Roo - AR7 OFX�PAVEMENT/ O
TYP 2s+ao TO
`, i __.- _a _-___ _ }__ H P+oo / _ -_ ,KALAS FALLS XIDEN N6
Ne
'_ �!y 'L __ J h-- /- [ z4t o P3illb Err -. zza0(Y' 2a a0 ao
-�`: :, . Ts ., r-.. .._.-. - - s!. -- _ - - o +TIE__2
x,,..._P/ "\. - - r w. .i"�r 'fit `W aVstlNw� eiw.c'� - __ -_ J_: __.__ _
PROPOSE;12' dS/dl dl /dlr+®WdL 93 -•t- -' Agi390 -309
CC
1.
-.I EW '4 AGL C 7 Ts •' v Q
DRIVEWAY APRON LOW POINT `w TREE/SILT FENCE `'��, _ d1�iS/ ,I JI,-r- il, 3r �d,/dt i ,,,-
PROPOSED �e r 1 ,•,
(TYP) TYP. DRIVEWAY APRON BENNY LAWRENCE LMOODY _-_ 0 A E EXISTING SIG-3. \ D�IVEPWAYEAPRON / ORIROPOSED 10' I,,�`.\\'-
---- .' - __- \ - -� •J 1 -j
PROPOSED 5'x4' _ ��
VEWAY
RON
£ W e TREE/SILT FENCE PROPOSE;10' �' REMOIE PIPE G FES d - FARING L.ITS TO TIE BACKS jA li y -
m d BENNY L. MOODY TYP. DRIVENAY APRON , INSTALLED WITH KALAS PH;1 - T'-. I TIN EDGE OF PAVEMENT .� �.
v f COMMIE G. MOODY JEFFREY LYNN MOODY RELOCATE EXISTING PHONE SEAL BOLE D.B. 3758 PG. 29 ❑.B. 14297 PG. 15B3 PEDISTAL 3'BEHIND PROPOSED j/, I, \�, ` A' '' ,1" B
.". ALEX A RODRIGUEZ B.M. 3981 PG. 653 ELM. 2016 PG. 30 SIDEWALK PEMMINA B. ROWELL .Y RAN ` , •G ` (GY ). • ,, ,` 0 T .
B.M. 2018 PG. 2222 P.I.N. 1767.01-38-5477 B.M. N PG. R1 / RAMCHEL K. ROWELL 5 A 5
P.I.N. 1767.01-38-5643 /W DEDICATION BM2022 PG01257 W B.M. 1906 PG. 96B ZONING: R-30 -"'( 'T 7 pa I E. 0• ,, • �',
R/W DEDICATION BM2022 PG0748 B.M. 4928 PG. 142 / O:B. 35779, PG. 229 70
1 , rz!Ii\
\\
P.LN. 1767.01-28-4304I "PIN N0. 1767.60611�l7 4B7B
~ I R/W DEDICATION BM2022 PG0747 % R/WEDEDEIlATEO BM20234PG0901 / .I �pEt ..1 ,4•3 MEETTRLE�1C.D.R. F7ASEMENT BM2019 PG1226 ' ,
ROLESVILLE RD. SOUTHERN SECTION \ \ \\\ EROSION CONTROL
PLAN
GRAPHIC SCALE 1"=50'
0]
imin
0 50 100 150 SHEET NO:
6.0
2

ZbAa Q•� mW.� yPQw �m!:I!
1=SV.ae
AMERICAN
j ENGINEERING
I ASSOCIATES
SOUTHEAST
C-3881
400 W 400
I
35 ADDITION R/W 30' - C 30'. u
z
3 12,00'THRU 12.00 L/R TURN LANE 11.00'THRU z
W 18.00' -. 18.00' z .m
5' 5.5' 71T �,i 30.83`.. I0.90' 7.30' 0 465 W2
395- __. .. _Sidewalk_ LaPds4aPR -2.50'. 2 s 395 rir
f
,Q -.-- mw: en 3.5 300' " f
o I
gJ wag
gn ^'^m' 2.00% ^p' 2.00% ems' m •
456% "'gS 4.56% ee�,00 0.94% 0.94% 4.00% m 9810 a
n
.ase% 3 ex�3a% fl10D
390 - - 390=0.65 -. i 1.
t --. PROP.PAVEMENT. ��EX Fiber Optic -...
1
PROP.2.5'CURB
EX Fiber OpVc
&GUTTER
385 EX16 DI- 385
24+00.00
380 Rolesville Road 5R 1003 3S0
-50 -40 -30 -20 -10 0 10 20 30 40 50
400 I 400
W
15'ADDITION R/W _ 30'. C 3p'.
- 3 -.. --.. 12.00'THRU _ -...... 12.00'L/R.TURN LANE 11.00 THRU
il3
z
' 7.22' 10.78' 10.82 7.18' 3.J 3' S.14' ''
395- i _-....- Sidewalk__ LaSdsspP4.--1.50=__ .' ._._ - 395
mot , .'
00
m
rogm 4.1 - -- "m' 2.67% '" 2.675 0.91% mdS 0.91%- 4.00%'0^-' - g
m ,-
390 z� ; 'z� - -390_.. ----- WM% ex.off.i% _ J - Z
'1 m o Ex.Fiber Optic Q10 D=D.79'...
' m v EX PAVEMENT Ce
PROP.P..VEMENT, "'" ,
385 _. l-Ex 16 DI ... PROP.2.5'.CURB --.-.... �EX Eher Opnt - _ -.... 1. _.... 385
&GUTTER -. _.__..._.
a
- _ z
-.-. 23+50e00 - STIPULATION FOR REUSE
380 Rolesville R7ad 5R 1003 THIS DRAWING WAS PREPARED FOR USE
-50 -40 -30 -20 -10 0 10 20 30 40 50380 ON THE SPECIFIC SITE,NAMED HEREON,
NCDOT PAVEMENT SCHEDULE FOR GREATER THAN 6'WIDE LANE: CONTEMPORANEOUSLY WITH ITS ISSUE
DATE AS USTED,HEREON.AND R IS NOT
400 400 - 3"S9.5C* SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME.
t+ 15'ADDITION R/W 30'- _.- C 30' ,' - 4"119.00 USE OF THIS DRAWING FOR R FERENCE OR
3 32.0O'THRU- 12A0'L/R TURN LANE 'a THE SE iC S O7FER FROJECT REQUIRES
W a :00'THRU -{ 3 w - 1O"CABC THE SERVICES OF PROPERLY LICENSED
z a�' 185 I 118.00 .z AROIIECIS AM)ENGINEERS.REPRODUCTION
.c OF THIS DRAWING FOR REUSE ON
5' 5.5' 7.4T 30.53' 10.79 7.21' 3.5' 3' 4.64' W * ANOTHER PROJECT IS NOT AUTHORIZED
395 Sidewalk tan4sgzPg 2.5' 395 3"59,59C TO BE INSTALLED IN TWO 1.5"LIFTS INCLUDING THE OVERLAY AND MAY BE CONTRARY TO THE LAW.
-. -..-.. -....... -. _... 2 2'. a
N N �¢ L PAVEMENT SCHEDULE FOR LESS THAN 6 WIDE LANE.
tcl mx
NCDOT
m O° '°°^-._� am.ge 4.35%- .,6�v_ 0.88%... 0.88%- 4.00%m -. _-_. _ -_-_- .._ _.-390
m
390 gs 1s8%--m- 2.00% 4.35% m 5"B25.0C Q d
m
ex 4.35% `3 ex 018%
Pb PAVEMENT- d -. -m v -... Q10 D-0.81 *3��
� S9.59C TO BE INSTALLED IN 7W01.5"LIFTS INCLUDING THE OVERLAY 0 W ›"
d'IT 385 a
Et
385 -----EX 16'DI-... &GUT2OPROP. 'CURBPA1V ENT -. W
23+00.00
Rolesville Road SR 1003
380.50 -40 -30 -20 -10 0 10 20 30 40 50 380
1, GRAPHIC SCALE W e 3
$ mi 2 , 21 O.
L`,�
(IN FEET)
,Inch-5 JOB NUMBER: 21-0010
gp
d CHECKED BY:JRH
DRAWN BY:EDS
DATE:7/9/2021
3
SHEET TFTLE:
i CROSS-SECTION
3 STA:
1 North$e,
23+00-24+00
1 Ca o1 n a
•..3 Days Before Digging•• SHEET NO.:
North Caroline 811
811 or 1-800-3]-0949 V
H Remote Ticket Eery !]I
htlp:llec811.orghemoteticketemtry.h.

405 405 Z
3 15'ADDITION R/W Li 30' C 30' u a
zcc
r
z 32A0'THOU 12.00`L/R TURN LANE 1I:00'THRU..:.. -z 4.. 10 so
z 10.00 1800r 3 Q°L g
W5 5'' 5.5' - W �nrn
_i _ sidewalk Landscape--- 2 50'_ 7.59' 10.41' 10.81' 7.19'
400 r - --_-_- 4.or 2. 2.00'- --- 400 ,e
„ 2' z _� sI }IL
'113y
N
a
200%_ 495%- . $' 0.95% � m cn ----_ -Mnyex5%.tc OPft
Q10 D-0.55': c
n d EX.PAVEMENT. `•'°s X c N Z
��fx l6^DI PROP.Pq�EMENT '��Fx Fiber OPfic ' I w�U
`V- t
390 PROP.2.5'CURB 390 °Rol
&GUTTER'.
26+50.00 _r.
Rolesville R ad SR 1003 °..°°°°°° °°yy�385-50 -40 -30 -20 -10 0 10 20 30 40 50385 , AMERICANS.•
ENGINEERING$$g
ASSOCIATES S-
405 SOUTHEAST/3 1S ADDITION R/W.. _. 30' -C 30' 405 UTHEA
u
3 W, 12.R'THRU 12A0'./R TURN LANE li:R'THRU - Q �pp0
a
z 33 a _ 18-Q0' I I 1800' z
400- _ a�s 5 - -_. S.S' 7.44'-.- _.. .._.-____- f0.56' 10:26'. _... ._._- 7:74'.__ W �
,2 Sidewalk Landscape 2.50' 2' _4.00 IOC- 4 23
0, GI
mt� m m 2.00% I
2. %- % 4 - r� SEAL
395- _-____ - en A� 3•>- __ ___ eE A EMENF _ g1O.D=O.48'.-- - - ___-..- .... ..-. I , 9810
r°ii,Em O -
a, ------ - uM.W.• ,.,.PROP.P ENIENT-.- ex 03a%...- 1 I Y 395 FNGINEF'Q- C
//1JrgEj\`{, F
my I- R,I
fX.FiberOPnc LfxFmeroPfK
390 PROP.zs CU B 390
\\ &GUTTER '.
26+C0.00
Rolesville Rpad SR 1003
38550 -40 -30 -20 -10 0 10 20 30 40 50385
405 w 405
15 ADDITION R/W - 30'. C
3 a F 12.00'THRU I L/R TURN LANE 11.00'THRU 30 I w
W W g Sidewalk:. Landscape 1.50'... 7.49 10.5I' 12.00' __--10.57,__.-_-.... ... 7.43' _-- 400
' K 18.00' 18.00' a
z
400- i -- '. a 5'
2, m ��d '.
8 0
m
a m n m $e -
'^`^ 200%-..'m^ 2.00% X F.. 4.50%. oS 4.51)% m ----' zF-------
395-- - a 0.96% 0.96% 4.00% _ _._-_ ___
m� 7.26%
!r. ex aso%,. I a ex o�ie% -395
o�- fX.Fi�Opttt O
u EX.PAVEMENT- % ,T1 t6 Ir L
PROP.PMIEMENT ,[ -EX 12"FOP PROP.15"RCP
390- - ._..--- - _._ EXFroerl Pnr..... _ -.-. 390
YROP.2.5'CU _.. __-_ --
&GUTTER :. - Lu
N-EX.16"01 -.. I
0
25+50.00 ,
Rolesville Road 5R 1003 o
-50 -40 -30 -20 -10 0 10 20 30 40 50 385 Z
385
I STIPULATION FOR REUSE
405 405 THIS DRAWING WAS PREPARED FOR USE
ON THE SPECIFIC SITE,NAMED HEREON,
3 15'ADDITION R/W--.- '�' 30'. C 30, CONTEMPORANEOUSLY WITH RS ISSUE
_... z DATE AS USIED,HEREON.ABS R IS NOT
W
z 3.Z PROOJECT SITE OR ATOA LATER TIME.
32.00'THRU 12A0'L/R TURN LANE 11,00'THRU USE OF DES DRAYANG FOR REFEHEHCE OR
W.ag ai MAPLE R AMMER PROJECT REWIRES
400 - --'r - - - --- - 08 M' 18 On' - u' ........_.__ 400 THE SERWCES OF PROPERLY LICENSED
ARCHIEC0S AND ENGINEERS.REPRODUCRR
OF THIS DRAWING FOR REUSE ON
5' 5.5 7.43` 2' 30.5T iD.56' - 7.44' 3.50' 3.00' 5.22` g i, ANOTHER PROJECT IS NOT AUTHORIZED
Sidewalk Landscape 2.50' AND MAY BE CONTRARY TO THE LAW.
rz
ni _ - m ' *egg __ _ KN El m
395-..--- ____.-__ -. - --- - -- ----- _.... . _-
.m„ - 2.00%, ^+ 2.00% c 746E 4.54% m••$'_ - OA%- f8- 0.98% a'pp95m _- -395
m 454%
a H .
,°�' 3'1- !� ex.off.8% ,..:..,.«„..> m 1:1-
eo Ma -- 1.
"' x m W \_EX Fiber OPti[ A O
'i EX.PAVEMENT- 11 QSO D=O.62'
390- PROP.PAVEMENT -_.- - 390 r��
a H
m PROP.2.5'CURB - �EX.FiberoPtic 0
E -N-EX.16"DI &GUTTER -
25+ 0.00 W > ,
Q C/ p
Rolesville Road SR 1003 H,,,�
385 385
-sD -40 io -20 -10 0 10 20 30 40 50 III W
15'-ADDITION_R/W_.._ j0'. C ,� ~ O
400 ls.�' Is.00' 3 400 ✓ 5[,
3 12.00'THRU 12.00'.UR:TURN.LANE. 11.00'THRU 3U'. a
`z GRAPHIC SCALE W rn
N
i 5' S.5'- e'z
00
p_ 2.50' 9.28 2 8.72' 10.83' 7.17' 3.50 3.W' 430 NI 2,5 5 7�z7
''Sidewalk LandscapeJSs W.2 _
395 - qu ma 1 1; s 3950 „/
m 200% "�'� Z.00% a $ 1 4.57% Ma$e .97%- 097% "13 4W%^'+ Eg m -_ (IN�T) W
m 'm ,l m� --- 1 m 4.57% 8 3 O a9P% ry W ,D�. ,Inch.5 JOB NUMBER: 21-0010
_ `.. e:an%.. m ...`,..,:; ,/.�. CHECKED BY:MN
1 It_ EX.PAVEMENT J, I 010 D-0.91' DRAWN BY:EDS
B 39O- - PROP,PAVEMENT 39O
- - DATE:7/9/2021
3, I EX.FiberXptic� A ',.
1° -..---Ex.torn PROP.2.5'CURB - , SHEET TITLE:
9 &GUTTER. EX Fiber OPtic.
385 - 385 CROSS-SECTION
STA:
North 81124+50-26+50
1 24+50.00 : r I a•-•A
*"� De nem%Or881v8°°`
50 40 -30 -20Rolesville R ad SR 1003 3 North SHEET NO.:
NOM Cerohne 811
$ 380 -10 0 10 20 30 40 50380 811 or 1 800 632-4909
BRemote'Merkel Entry X2
N 1 http://ne8ll.org/re000motenckercnay.htm
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405 ...
405 a o
3I 15'ADDITION R/W-- 30'. C 30' u -
1 z
c I 3 12.00"THRU 12.00'L/R TURN ANE 11.00':THRU 3 w Q,� d Y ZS
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8 o�eoo'631-09A9
Remo&Ticket Entry X3
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STIPULATION FOR REUSE
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3 15'ADDITION R/W ' 30' f[ 30' CONTEMPORANEOUSLY WITH ED ISSUE
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5' RIZERGDOCIION
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124
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29+50.00tam Carolina
I385 Rolesville Road SR 1003 385 """3 Weye EeRne Wigging""" SHEET NO.:
-50 -40 -30 -20 -10 0 10 20 30 40 811
SD 61N 0,ort 1.80a6 i<909
i X4
Remote Ticket Entry
hap://m811.org/remoteacketentry.Mm

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3
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e 12.00'THRU - 12.00'L/RTURN LANE._ 11.00':THRU W N�rn
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33+50.00
Rolesville Road SR 1003
380 50 -40 -30 -20 -10 0 10 20 30 40 50 380
400 400
10'ADDITIONR/W 35' C 30'. u
z
12.00'THRU 12.00'L/RTURN LANE-- 11.00'THRU z
18.00' I_.. 118.00'.. - I t
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395 - --- W Sidewalk 1- Landscape _ 395
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cs
33+ 0.00
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380.50 40 -30 -I0 -10 0 10 20 30 40 50380 Z
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
400 400 ON THE SPECIFIC SITE,NAMED HEREON,
10'ADDITION RAN 35' _C 30' u - CONTEMPORANEOUSLY WITH ITS ISSUE
TE AS 12.00'THRU 12.00`L/R TURN LANE- 11.00'THRU z - SSUUITABLE LISTED,U E�ONNA DIFFERENT
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c? USECF THIS DRAIMMG FOR REFERENCE CR
a2 5' S.5' 7.5T- 10.43' 10.41' 7.59'_ IA EfcN.IPLE OJ PMQIFfR PROJECT REOl11RE5
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REUSE ON
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L* -. .. ryg A 5 m ANOTHER PROJECT ISof THIS DRAWING NOTAUTHORIZED
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o
4.11. 1
380 50 -40 -30 -20 -10 0 10 20 30 40 so 380 a
I-I O
400
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5 _,/ y \, - _ - CHECKED BY.JRH
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Q30 0-0.67' DATE:7/9/2021
u
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EX Fiber OpPe-,
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s EX.le.o, s GUTTER, CROSS-SECTION
@ 385 _..-....15"RCP...I•-__----- ---- ----... 385 _ STA:
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Carouina,w
32+00.00 111.9
Rolesville Road SR 1003 ..ne. SHEET NO.:
*""3 Deye Eefore Digging"""
i 380 50 -40 -30 -20 -10 0 10 20 30 40 50 380 BI l or 1-e00-6Jza949
North CvoGve 811
Remote Tloket Entry X5
h,ry:15ooSll.org/rtmotetckrlroNy.hA

395 3 15'ADDITION R/W_. -
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z 18,00`' I I 18.00'. I U L d:y
:K 5r. 5.5' ^' oorn
390 . W Sidewalk _ Landscape_ 9.65' 8.35' 10.57' 7.43' 390 W W n
oar' i
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375 50 -40 -30 -20 -10 0 10 20 30 40 50375 (AN ERICAN
° NGINEERING°
395 395 ge ASSOCSOUTIATESST
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HEA
le I
12.00'THRU 12.00 1/R TURN IANE _ 11.00'THRU C-3881
z t- 18.00' i 1 18,00,
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385_"OI m.,PROPPt¢
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36+00.00
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395 i5'ADDITION Ow 30' L_ 395
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7
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50 -40 -30 -20
35+ 0.00
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-10 0 10 20 30 40 50"5
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
400 15 ADDITION R/W 30' C 33' 3 400 ON THE ORABIESPECIFIC SITE,NAMED HEREON,
1 CONTEMPORANEOUSLY WITH ITS ISSUE
DOTE AS LISTED,HEREON.AND R IS NOT
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THE SERVICES OF PROPERLY LICENSED
11.00'THRU OF THIS
CIS AND ENGINEERS.REPRODULMON
OF THIS DRAWING FOR REUSE ON
18.00'- ANOTHER PROJECT IS NOT AUTHORIZED
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38U 811 or 1-800-632-0949
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON THE SPECIFIC SITE,NAMED HEREON,
CONTEMPORANEOUSLY WITH ITS ISSUE
DATE AS USTED,HEREON.AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A EATER TIME.
115E OF THIS DRAWING FOR REFERENCE OR
EXAMPLE ON ANOTHER PROJECT REQUIRES
THE SERVICES OF PROPERLY LICENSED
ARO(TECTS MO ENGINEERS.REPRODUCTION
OF THIS DRAWING FOR REUSE ON
ANOTHER PROJECT IS NOT AUTHORIZED
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8'MAX Q•C
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1■■■■■.■■■■■■•u11 V a1 c,
8' O"MAXIMUM I IMM�MENN�r111� '
II 11111 • eM1X ,{ /s,vrrx-e MIN.IO GA. I I■■■■■■■■/ i11�► IN.12}GA. mr
00 LINE WIRES ���, I gg INTERMEDIATE 'o y
:::_,' 1.11•:�S : .;�; -!J.-
MINIMUM 1 `1'���.1,1�• &E11/ WIRES III• E
SILT FENCE FABRIC !1\ I RIMI� 111 RADE bO To i
10 GAUGE I` INSTALLED TO SECOND +•'�Y},,,r'•r •'r• _ 11,1•®' m
LINE WIRES MINIMUM 12-1/2 GAUGE y- __ ______ ____ __ _____ _ __ S rn—
VARE -OM TOP veil l ,Y ♦ ;__ _ ;I ;___ ____ ___ ______ __ G
11 At�1�• ���1�;G INTERMEDIATE WIRES
..x' ,.f; I'Ili _ I"IIbon'n II"II"II"u"II"u "II"II"II"u II II n n II"TI-'ll --II O
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FRONT VIEW u an xlx r x STEEL POST E
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RE FABRIC
II RIR SILT FENCEENCEI GEOTEMILE FABRIC
NOTES:
MELFINa0OST _ 32"MIN.WIDTH
STEEL POST 'S01° LUSE SILT FENCE ONLY WHEN ILL SLOPE t ErMrIN,,,,,,'
ELCIM WOVEN WIRE FABRIC xnxoWwxFFr \ nroux0 O`,',
nxxamx \ DRAINAGE NDNAREA VERINA NOT AREAS
EXCEED 2 'USE N57 WASHED STONE FOR REPAIR e,'tN ••wR
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA xa �\ *ACREFSILT TED FLOW.
S TO OF FENCE
r,9P �2y
DOES NOT EXCEED 1//4 ACRE AND NEVER IN SILT FENCE FABRIC T CONCENTRATED FLOW. FAILURES,
S,AN
AREAS OF CONCENTRATED FLOW. w.sxeosroxr 2.END OF SILT FENCE NEEDS TO BE ANCHOR WHEN FSIILT :2 ENGINEERING
y
g ENGINEERING
31 oU TURNED UPHILL. GRADE FENCE IS PROTECTING -�I ASSOCIATES o
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO FILL SLOPE 3.FENCE SHALL BE ORANGE IN COLOR. 'r.v.SS ~
CATCH BASIN. SOUTHEAST
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN 26' „„,.,,„° 4.TR INSTALLED LED 200'O.CS1G.ORE ONE
SHALL N x MIN.COVER c:-
AND TO REMOVE PRESSURE ON THE SILT - 8 200'O.C.OR ONE SIGN OVERSKIRT' '.�.eO•.C-3881 Ai
:-
AND ,w"„"' g 8 NOTES: MINIMUM. ANCHOR SKIRT AS �'�4T °°••.•e• .2,O,Ap��
tl F o .•,. /„ 7. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. p� t
..,il o9,r•. 2 REPLACE STONE AS NEEDED TO ENSURE DEWATERING SIDE VIEW DIRECTED BY ENGINEER" ,, rIIFMLtr"
8"MINIMUM COVER rrr
21 OII OVER SKIRT" vu xFENCE
_ ANCHOR SKIRT AS DIRECTED AND MIMIC CLOT \eUr N I, _i,
BY ENGINEER• Fxrziv.°ulc°iriine`w` V. .. H9,'f.?
SECTION VIEW TEMPORARY SILT FENCE/ j�Fi SEAL
TREE FENCE COMBO /', YyN9810 i 8
SIDE VIEW AK 4 _
O1Aa • COUN
STANDARD TEMPORARY SILT FENCE T STANDARD SILT FENCE OUTLET , 's�O rN BINes?./?s',
P,FFECTIVB.01/31/OS ,I GS'IV]^.:UI!.$IIOg ��� 4"v R 1INNA°
VI
_ 50'MIN, MGM
1. PUT SILT FENCE OR TREE PROJECTION FENCE UP TO
1.ALL I EL BUT SUFFICIENT ON TO KEEP ENSURE CONSTRUCTION ENTRANCE IS USED.
1.ALL PLANTS DESIGNATED TO BE SAVED SHALL BE •— •�- SEDIMENT SITE
PROTECTED BY FENCING,AS ILLUSTRATED. WATTLE DETAIL -m
_'ue�:'T:T rA'wlL 'tx.l.v'h• �„'?ti".Md•Cx+:i 2. IF CONSTRUCTED ON THE SITES ARE TRAVELING
THAT THE MUD
2.INSTALL TREE PROTECTON FENCE AT TREE DRIP °''J',`,.Py4.J+%:":•r'rc,s'50.:r,',Ni+1!.'^I yf.(,., IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
•e t STONE,THEN THE TRES OF THE VEHICLES MUST BE WASHED
LINE OR AT EDGE OF DISTURBED AREA,AS SHOWN ;.y..w.,o2"-3"STONE TO BE USED,D'L 25'OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
ON PLANS,PRIOR TO COMMENCEMENT OF _e EXISTING ,IN/I.I.(.',.A(SURGE STONE OR RAILROAD,4; PROPOSED STREET, '
CONSTRUCTION. R _ ROADWAY I,'.d/." BALLAST�'.le�•C i..4,41 :, WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
T V. rx""" son, :.3.A4,.=;•„pc.y.,J•'L'• k,•erpI;p,"al°' GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE.ENTRANCE
3.SPACE TREE PROTECTION ZONE SIGNS A MINIMUM USE r rlm0 00000e MTNx EA 2IN.SYI IN.NOM. "L,AaUeFR;h.;,y,i.?y.°+%!`4...,r:w..;;.ti^tY:�r.,"1 WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN
OF ONE EVERY 300 FEET. THE SIZE OF EACH wax:nouxn`me F' mr,0 iLauui+,nmPi mPm:e 1Oi .'t.T'I1 S'cv I,.A;l•�"L+•voi' h.;•"'AI;"av"•, STONE AND REPLACEMENT WITH FRESH STONE.
SIGN MUST BE A MINIMUM OF 2'x 2'AND BE `"boon r .Lt �1O IH'E;e4;,iS1'"•'"s%'•�S,n&.'.'^4x(T,'nfE.
HEI FROM BOTH SIDES THE FENCE. NNE OF PAYMENT
THE SON MUST CONTAIN THE FOLLOWING EXCELSIOR WATTLE I/
W LANGUAGE IN BOTH ENGLISH&SPANISH: 0 rm0
� "TREE PROTECTNJ ZONE.KEEP WTI". � rr rL. LAN VIEW
i/P'r FENCEMATERIAL• ANtTiINa ` mwuro evncrvrunw,e. vrx oerru rwr or Tr P ORANGE,UVRESISTANT PI3.THERESHALL BE NOSTORAGE OFMATERIALI
a ne HIGH TENSILE STRENGTH Zi WITHIN THE BOUNDARIES OF THE TREE \
-� POLYETHYLENE LAMINAR '� PROTECTION FENCING. ISOl711IC VIEW\ O
BARRICADE FABRIC g 4.TREE PROTECTION FENCING SHALL BE MAINTAINE •D
�,',..¢A legt ��aa��kk.. } 15 NEW CONSTRUCTION
( ToTHRWCHOUT THE DURATION OF THE PROJECT. E%ISTNG ROADWAY MIN. MIN.POST EINVI) �I�LOPEruTuur ORaxv _A r • I - TM.A INSET D eI1;:
r 4_0• 8'MIN. ... n•p"..•'''::Il. ....,� 12"MIN. Q' .. w
r I�OUT id MINIMUM VATTING LwE A:,,,`'/``•'. \',\,' Q
CROSS SEOTION x ocwNe ,< `FABRIC UNDER STONE
I / GRADE VEE DITCH Z
II,Ik�IIII�I III 1r11:_,,,.H. -Lill m',I- Il=I IIIIkDillll'I lEl kl-.I N EIR B'UPBLOPE �l..Y� ,
,II,. I-I it=.rAEK T,ucE NATURAL MOM FLOE 1A1....11.1.1 11.1.1111.:11
CROSS SECTION. STIPULATION FOR REUSE
2-II0"MIN.- K -.ow THIS DRAWING WAS PREPARED FOR USE
.I 4'-0"O.C. ,� 11111111111 ` 'II1II1IIE I\ ON THE SPECIFIC SITE,NAMED HEREON,
TTT SSUE
MINIMUM 1,33 Iba/LF STEEL POST E.,TTIxE "�; AK DATE ASPUSIEDE HEREON.AND ORANOUSLY WITH IR IS TS I NOT
�Y WEMDLOPE
CROSS SECTION DTI'. COn SUITABLE FOR O USE ON A DIFFERENTELIS
TRAPEZOIDAL DITCH CAROM STANDARD CONSTRUCTION ENTRANCE THSPROJECT SITE OR AT A LATER TIME.USE OF
TOP VIEW ON DRAWING FOR REFERENCE OR EXAMPLE
'f?.FI+E;f•"'1l V'F'.f11J ii� ON ANOTHER PROJECT'REWIRES THE
SERVICES OF PROPERLY LICENSED
ARCHTREE PROTECTION FENCE OFF THIST S DRAWIINNGNEOR REUSE
ANOTHER PROJECT IS NOT AUTHORIZED
AND MAY BE CONTRARYTO THE LAW.
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1 JOB NUMBER: 21-0010
CHECKED BY: JRH
DRAWN BY: EDS
DATE:' 07-09-21
ISHEET TITLE:
Ea
i EROSION
CONTROL
North 8�
Carolina� DETAILS
g
""3 Days Before Digging""" SHEET NO.:
B North.SGO.0..BI I
811 or 32-4949
Remote Ticket Entry CDq
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ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER Z 4A'S o
0> <d NLr,na anti jp�•�..�01 .wnr�ana 'o 0
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE rr�� <O II Of„t01 ag jr .' �_ N14i
THE NCGO1 CONSTRUCTION GENERAL PERMIT '1/on K0�••��0� ^1
1. Provide
Maintain drip pans
and equipment to prevent equipment.
arse of fluids.
S 0�+0 0_••_ l 1 I ce W v�
Implementing the details and specifications on this plan sheet will result In the construction �¢ .I. �..§ -I --
2. Provide drip pans under any stored equipment. a
activity being considered compliant with the Ground Stabilization and Materials Handling B pNsections of the NCGO1 Construction General Permit Sections E and F,res ectivel The 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the •( D Y). project. _ ores: toD ovpermitted shall comply with the Erosion and Sediment Control plan approved by the npp,sewn,,,w.Is;= ii7[FuuwunoN DErFRmmaoln 1 m
ill
delegated authority having jurisdiction.All details and specifications shown an this sheet 4. Collect all spent Fluids,store in separate containers and property dispose as � ALLOunory DETERMINED INFIELD 1•' " rvvlam,o, cbEIFL° rmay not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). IRI w"`" 1 THECONCRETE WASHOUTsmurnRES2 c-
5. Remove leaking vehicles andconstruction equipment from service until the problem .THE CONcnn WASHOUTSTRUCTURE...13E let[ u BF MAINTAINED WHEN THE LIQUID o3 FLIGUID AND/OR EOUO ANDUQrR SOLID RFACHEST6%Uf THENmCSECTION E:GROUND STABRIZATION has been corrected. NAN RE.NES 7szor.nenwcrUREs CAPAcm. URES CAP..°PROVIDEQwcr�6. Brin used fuels,lubricants,coolants,h raulic fluids and other etroleum roducts ADEQUATE HOLONG GPACTrWITNA
Required Ground Stabilization TlmefraTM g p P 3.CONCREre WASNOUrSTRUCTURE NEEDS TO BE ury MN UM 1:POMO;FREEBOARD. mrm�CNStabilize within this to a recycling Or disposal center that handles these materials. CLEANIMARKFDwTNSGNAGF NonNG DEvicery003.<ONCRETE WASHOUT STRUCTURE NEEDS
Site Area Description many calendar Timeframe variations NOSE CLEAR',CAMEOMTH SIGNAGE - _�. mZda after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE BELOW GRADE WASHOUTSTRUCTURE OTING DEVICE. 3LYs ABOVE GRADE WASHOUT STRUCTURE mland disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. .u�° Nd(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTSrTtY°swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50feet awa from storm drain inlets and surfaceY 2. Dispose of,or recyclesettled,hardened concrete residue In accordance with«alaalIClAlrrrcc�,,(b) High Quality Water 7 Nonewaters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility A(HOW)Zones 4. Locate waste conta ners on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar m xers n accordance w th the above item and in dA^AS. „R 0�''If slo sore 10'or less in lest hand arefrom upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within q'•°°°°°° �;,:;..
(c) Slopes steeper than Pe gt :O °°°3:1 7 not steeper than 2:1,14 days are S. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. , s AMERICANallowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an n ENGINEERING-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 AASSOCIATESUlength and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up Immediately if revew and approval.if local standard details are not available,use one Of the two SOUTHEAST=-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. C-3881� N.`(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts fordewatering or storing defective curb or sidewalk �''9Tf•e•••.w•�OeZones 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 or0� A
_ -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. n r,r
ONSITE CONCRETE WASHOUT ditches,perimeter sI es and HQw zones 1. Do not duet 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it d
P P p paint and other liquid waste into storm drains,streams or wetlands. FF,' -•O'p
STRUCTURE WITH LINER (e) Areas with slopes q can be shown that sto other alternatives are reasonably available.Ataminimum, e^ -Syc••!s
flatter than 4.1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50feet away from storm drain inlets and surface install protection of storm drain inlets closest to the washout which could receive 4,•
there is zero slope waters unless no other alternatives are reasonably available. () e
spills or overflow. '�'2'
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. .. : SEAL Y
7. Locaten egad In front
t of easily
ashot.e ddiion level ground and b install qui:stone /.
10-1).MIN. 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 infront of the washout.Additional controls may be required by the 9870
practicable but in no case longerthan 90 calendar daysafter the last land disturbing5. Prevent the discharge of soaps, /';
pr solvents,detergents and other liquid wastes from approving authority. as
iA activity.Temporary ground stabilization shall be maintained ins manner to render the construction sites. 8. Install at least one sign directingconcrete trucks to the washout within the project I. 4'
O C:' O surface stable against accelerated erosion until permanent ground stabilization is achieved. •S O G1NB&P-°
limits.Post signage on the washout Itself to identify this location. l `••,yN""' P� ,,0 SANDBAGS(TYPI GROUND STABILIZATION SPECIFICATION PORTABLE TOILETS ' rNpsRll"[Aajss
V V OR STAPLE 9. Remove leavingsfrpm the washout when at approximately 75%cap:<Ity to limit
0 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand ha ',other temporary structural •
/� �t
_ 10 MIL Stabilize the ground sufficiently that rain will not dislodge the soil.Use one of theMO p ry f •/,/J .//F
a 1:1 PLASTIC SANDBAGS TYP.I techniques n the table below streams or wetlands unless there Is no alternative reasonably available.If foot components when no longer functional.When utilizing alternative or proprietary (/�/
k SIDE SLOPE LINING OR STAPLES offset is not attalnd le,surround
provide relocation son lost of portable toilet behind silt fence or place products,follow n <turerete re s
b < Ryp) ,TemporaryStabilization . Permanent Stabilizationon a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
0 p rys d d th straw or •p t g seed red with maw or 2. Provide staking or anchoring of portable toilets during periods of high winds Or in high In an afacility.
/\ A ether mulches and to<bners other mulches and tacdrers foot traffic areas. loyremoval disposal facili Fill pit,if applicable,and stabilize any disturbance
0 O O O 0 v v 4 ;r.'' •Hydraseeding •Geoteetile fabrics such as permanent soil caused by of washout.
C.,�' •Rolled erosion control products with or reinforcement matting 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
.,A withou[Iemporary grass seed •evdroseeeing Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
•Appropriately applied straw or other mulch •Shrubs orather permanent plantings covered
•plastic sheeting with mulch HERBICIDES,PESTICIDES AND RODENTides a
S
•uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT 1. Store and apply herbicides,pesticides and rodenticides In accordance with label
CLEARLY MARKED SIGNAGE sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least Stoe herbs
SECTION A-A 2. Store herbicides,pesticides and rodenticides in theireoriginal containers with the
WASHOUT NOTES:
DEVICE(18"X21'MIN.) •Shaining walls ds such es concrete,asphalt or 50feet away from storm drain inlets,sediment basins,perimMs are reason controls
WASHOUT NOTES: retaining walls label,which lists directions cans for use,ingredients andfirst aid steps incase of
1.ACTUAL LOCATION DETERMINED IN FIELD and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
•Rolled erosion control s with grass seed available.
2.THE CONCRETE WASHOUT STRUCTURES SHALL BE 2. Protect Stockpile with silt fence installed along toe of slope with a minimum offset Of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding Is •
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES POLYACRYLAMIDES(PAMS)AND FLOCCUTANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
or surface water.If a spill occurs,clean area immediately.
75%OF THE STRUCTURES CAPACITY. 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 onslte.
construction,selecting from the NC DWR List of Approved PAMS/Flocculonts. 4, Stabilize stockpile within the timeframez provided on this sheet and In accordance
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
PLAN 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
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
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 HAZARDOUS AND TOXIC WASTE
BELOW GRADE WASHOUT STRUCTURE PAMS/FI°ccul°nts and In accordance with the manufacturer's Instructions. erosion On disturbed soils for temporary Or permanent control needs.
4. Provide ponding area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site.
NOT TO SCALE offsite. 2. Place hazardous waste containers under cover or in secondary containment
5. Store fl«culants in leak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures.
LO FILTRB SANDBAGS
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19
HIGH _ 10'-0"MIN. .I (ryp
LOW FILTRATION B OR STAPLES
SOL BERM A A A A / 10 MIL HIGH O
0 CJ O O O COHESIVE&
PLASTIC LINING LOW FILTRATION PART III
V U/ 1:1 SIDE SLOPE SOIL BERM PART III PART ill
Z <0> <0> I ��p) meSELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
tj 0 0 c q
SECTION A.SELF-INSPECTION Eh RECORDKEEPING SECTION C.REPORTING
^ 0> <0> "iiT z..,,-e,� ° .,.,a�..,Wt �:r,.., Self-Inspections are required duringnormalbusMess hours In accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
<0 OA C^O > in rUe'r below.When adverse weather or site conditions would cause the safety of the Inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences: m
SECTION B-B personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this
/ V V V V permit.which It Is safe to perform the Inspection.In addition,when a storm event of equal to or (a) Visible sediment deposition Ina stream or wetland.
a� + greaterthan 1.0 h occurs outside of coal business hours,the self Inspection shall be The following items pertaining to the E&SC plan shall be kept o^site and available for p
BInspection at all times during normal business hours. Z
performed upon thecommencement of thenext business day.Any time when inspections (b) 011 spills if:
SANDBAGS(TVP.) NOTES: were delayed shall b noted the inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, STIPULATION FOR REUSE
OR STAPLES 1.ACTUAL LOCATION DETERMINED IN FIELDP.m./ _ - H
()E h E&SC measure has been Installed initial and date each E&SC measure on a copy i • They are less than 25 gallons but cannot be cleaned up within 24 hours, THIS DRAWING WAS PREPARED FOR USE
mpect (during normal inspection retards must inch.: and does not significantlydeviate from the of the approved E&SC plan or complete,date ON THE SPECIFIC SITE,NAMED HEREON,
r CLEARLY MARKED SIGNAGE 2.THE CONCRETE WASHOUT STRUCTURES sin isqurqlocations,dimensions and relative elevations and sign an Inspection report that lists each • They cause sheen on surface waters(regardless of volume),or. CONTEMPORANEOUSLY WITH ITS ISSUE
CONCRETE/ NOTING DEVICEIfB'X24'MIN.) SHALL BE MAINTAINEDWHEN THE LIQUID Iaain gauge oany••• nest rainfall amounts. shownorthe approved E&SC plan. E&SC measure shownorthe approved E&SC • Theyare within 100 feet of surface watersreardless of volume). DOTE US LISTED,HEREON.AND IT IS NOT
WASHOUT maintained In If no daily rain gauge observations rare made during weekend or (regardless
AND/OR SOLID REACHES]6%OF THE gaotl wmrkine nolMay penotls,and no Indiv duaFa•y mi..brgrmeelon Is Tian.This documentation is required upon the SUITABLE FOR USE ON A DIFFERENT
p STRUCTURES CAPACITY TO PROVIDE order u,r«Ord the cumulative rain measurement for moss un-
attended initial Installation of the E&SC measures or if PROJECT SITE OR AT A LATER TIME.USE OF
ADEQUATE HOLDING CAPACITY WITHA Jaya(and this will aetermme n a site inspe<tlon is the E&SC measures are modified after Initial (C) Releases of hazardous substances In excess of reportable quantities under Section 311
MINIMUM 12 INCHES OF FREEBOARD. THE DRAWING FOR REFERENCE OR EYAMRE
needed).Days on when no rainfall occurred shall recorded.: Installation. oftheClean WaterAct(Ref:40CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA ON ANOTHER PROJECT REQUIRES THE
PLAN The permm m ee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85.
SERVICES OF
3.CONCRETE WASHOUT STRUCTURE NEEDS approved by the Division. (b)A phase of grading has been completed. Initial and date a copy of the approved E&SC PROPERLY LICENSED
TO BE CLEARY MARKED WITH SIGNAGE (3)F&sc At least once per 1.identification of the measure:inspected, plan or complete,dale and sign an inspection OF THIS
DRAWING FOR
Al REUSE ZED
OF THIS DRAWING FOR REUSE ON
NOTING DEVICE. Measures calendar days z and time ortne;nsva,00r, report to indicate completion of the ANOTHER MAYBE
IS NOT AUTHORIZED
ABOVE GRADE WASHOUT STRUCTURE a.vetmn20 3. eorthe person performing Meinspecmn,t construction phase. (d) AntiGipatedbypa55esandunantieipatedbypasses. AND MAYBE CONTRARY TO THE LAW.
hours of a rain NOT TO SCALE event inch In 4.m proerlyno wnemertnemeasures war operating (CI Ground cover;s located and installed Initial and date a copy of the approved E&SC
24 hours In accordance with the approved E&SC plan or complete,date and sign an Inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6.oescrindon,evidence,and date(al stgrmwater aasb.peeted, staken. plan. report to indicate compliance with approved environment.
lelftore Atpbmonc per a.Data and time oil Me dischagonut corrective non - ground cover specifications.discha _-_
outralu¢(mos) andwdnin24 a.Name er the person performing Meinspection, (d)The maintenance and repair Complete,date and sign an Inspection report. 1 2.RepertlogTlmefremee and Other Reqalnemenes CL
noun era rain a.Evb<nce of mdic.ton of s,e,mwate.pollution avast..oil requirements for all E&SC measures Aftera ermittee becomes aware of an occurrence that must be reported,he shall contact Q f"
tint a l.o Inch In sheen,floating or suspended solids or discoloration, have been performed. P P
24 houn s.indication of Miele sediment leaving me site, ------ --- - - the appropriate Division regional office within the timeframes and in accordance with the UI <
6.Descrlptbn,evidence,and date of Corr..actions taken.taken. (e)Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below.Occurrences outside normal business hours may also be V
(4)Perimeter of At least once per Invisible sedimentangnis round outade site limits.then-record to E&SC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(800) inZ
site Tclendar days ofthereibwing shall be made: report to Indicate the completion of the
and within 24 1.Action taken to clean nom stabil.me sedlmentthat has lest Tractive action. 858-0368. LJ..[ ti
hours of rem the.limits. ----- -� O J T_
event to Inch In z. neseuan,evidence,and date or corrective action,taken,and 2.Additional Documentation to be Kept Be site D«umnu RepertinTim.frames(After Discovery)end Other aflor Requirements J z
24 hours 3.An eapiena.at to theattbns taken to calf.future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment •Within 24 hours,an oral or electronic notification.
revisB6, site and available for inspectors at all times during normal business hours,unless the deposition ina • within?calendar days,a report that contains a description online
went a oc:rc r 7calen calendar
iltn.mthasmorweuardh.a turbidity visible sedlment.tion Ora Divisionprovides a site-s eclfic exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
knmrdaya stream
orwetlland asmnultyrrommetonseuman P D q w N Q
or offsite a andwrcnln zs activity,then a record of the following shell be made: this requirement not practical: Division staff may waive the requirement for a written report ono J LLd V
(wheresofa rein Description,evidence and date ofcor:ect...ions taken,and case-by-case basis. J -I
accassiote) event05ul,c in t nar•Records ofine ootpomto the enema'.Oivisbn (a) This General Permit as well as the Certificate ofCoverage,after itisreceived. •;f the stream is named on the NC303(d)list as impaired for sediment- 0 Y
o hours Regional Office per Penis,secuonc,item(2)(a)of this permit related causes,the perm;ttee may be required to perform additional > CC
IN Ground After each phase 1.The phase of grading linstalcekm of perimeter Use monitoring,Inspections or apply more stringent Practices If stag
steonization efgrading measures,ceadngvoreia grubbing,mstemtionofstorm (b) Records of Inspections made during the Inspeprevious twelve cordFohs.The permitteeshall determine that addnoeimeoied-waserswe needed m assure compliance [N{J lV a
measures drainage facate.corn:Anonof all landa;sturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions. J M 5
activiy,consnvvmn or redevelopment permanem Division or a similar Inspection form that includes all the required elements.Use of - -- -
rovnd coved (b)Oil spills and electronically-available records in lieu of the required paper copies will be allowed If • sthin 24 hours,an oral or electronic notification.The notification O 00
2.Documentation that theedground stablest'ion release of shall Include Information about the date,time,nature,volume and l�L
measures have been pro.ssu.eu within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release. CC
timer rame or an assurance that may will bq provided as 3.Documentation to be Retained for Three Years substances per teem
soon as possible.
All data used to complete the a-NOI and all inspection records shall be maintained for a period 1(b)-(c)above
NOTE:The rain inspection resets the required 7 calendar day Inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] bypasses ated
•Trereport shasrrende an before the dote ofanticipated
Lupo and.
bypassem)(3)) R -The t of the bypass.
evaluation of the an[I<Ipated quality and
1z2A1(m)(311_ effect of the bypass.___ JOB NUMBER: 21-0010
PART II,SECTION G,ITEM(4) (d)Unanticipated • O&M,24hours,an oral or electronic notification.
3 bypasses[40 CFR • 144IMn7 calendordoyy a report that includes an evaluation of the
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 122.41(m)(38 quality and effectofthe bypass. CHECKED By: JRH
I (e)Noncompliance • Within 24 hours,an oral or electronic notification. DRAWN By: EDS
€ Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within leelendordoys,a report that contains a description of the - -
formaintenance or close out unless this Is Infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and itscauses;the period of noncompliance, DATE: 07-09-21
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger Including exact dates and times,and if the noncompliance has not
health or the been corrected,me anticipated time noncompliance is expected m SHEET TITLE:
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal envirenmem[40 prevcontinue;treoccurrence
andmaneteps of ken
noncompliance.
planned to reduce,CFR 12te,and
i shall not commence until the E&SC plan authority has approved these items, CFR lzz.alUl(7)1 prevent reoccurrence of the noncompliance.l4o[FIT 122.41(D(GI. EROSION
Division staff may waive the requirement for a carmen report on o
lb) The nenvguMeea withdrawal hag been fowled as en anticipated bypass In eanafdana with part HI,{aalen C,Item(VG end(d)of(hie permit, case-by-case basis. CONTROL
a (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include
3 properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, North " DETAILS
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, 8 B�
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and Carolirietena,.j
I (I) Sediment removed from the dewatering treatment devices described in item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. •••3Daye Betide Digging•"*
North Caroline 811 SHEET NO.:
811 or 1-800-632-4949
1 NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 „ntallep81:a«,n000c vy.„Lin CD2

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USE ACCORDING TO WATER FLOW -•. �-{ 1 "� 4
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PART SECTION PART SECTION PART SECTION PART SECTION
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1 W 0 COUNTERSINK
TERSI HANDLE WH RE HANDRTICALLO 0 N TABLES OF QUANTITIES FOR PIPE SET IN PAD
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1"PIPE SLEEVE IILB W f„O `>.,
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OF ENDSECTION
ELEVATION 24" 1'-834" 1 oY§ 0'-3' 0.011 0.014 0.010 o W LI l,7 HIGH -'1_C'_1 ' p,, -u �d W 9 4. dG e,R1"%' I t ,Ao>""" �°°°_�R."Og�A''v'
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30" 2'-OL4'' CC p,1 A ,\ F- N W_ - e ENGINEERING°g
.ii = / N SECTION V-V. y -^° ASSOCIATES °o:
3g 2 3Ot 6�0 0 4 0.017 0.023 0.025 Y z Q �„ ,>,N x a0 -- Md BAH O P a °
42 2 7L} 1 o sat' 0.028 0.030 o.oae. o f0.1 O -\�` yS„ L o*, Q y,Sx ,dW a W w 0 W �^g SOUTHEAST
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48"2'10YN' 1 83t' 0'634' O,D28 0.038 0.04] LL „ �p�� i 1^D"""" - 1 L2'R �, ¢ R 11�"CLP: 1}y;"DLR. ¢ I4 OF AL�1AAA°
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GENERAL NOTES. �Liy2" S iL2''- �Br, I,_rl T�I� I DOWEL
. v •r•�H Cs� .O<1SE THIS STANDARD WITH ALL DRAINAGE STRUCTURES 80' a,5 ,r 2 0,4" O'•654" 0,042 0 056 0.071
MIRO REINFORCED CONCRETE PIPE SET IN BASE SLAB. i, - ' .w°N-M,N MLO 01.1Q I'Iffi '
1 �t:IJLLlR1 •' ' Dry-,�/,"-
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72" 4'.011" 2'a54" 0'-734" 0.069 0.078 0.098 '840.00 TYPE - F I I I SECT SHEET 2 OF 2 5840 HEET 2o04 c}r'F 2
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CURB X [DE Cx e4s i.0 Q EXPANSION JOINTS f P
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ox CExrE ero m01.1 o a
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- oil P,m `� " a e a g 'fix GRASSED UTILITY STRIP ( )
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1 -•"may' coRSTRICT WITH PIPE DROWNS MA 0H1us. z 0" 6 ?y G-e'o" chi I CURB AND GUTTER
RillIMEITGA R R zoin� EXISTING 2'-6" OF NO LESS THAN 95X
x R Ex E AER3,. o +� 24 q PLAN m ' o y
PLAN SECTION X-x SEE HME DRAWING NOT TO SCALE. 0 CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES a O Q
CHAMFER ALL EXP..D COP" T i
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roP...mon TOP
o Q o >I TYPICAL SECTION_
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T.ELEvanox '�� I.,� PLAN OF TOP SLAB SECTION S S i IS( ¢ - JOINT FILLER 1/4" SIDEWALK SURFACE
L I`� ��ill���i -�- _ 2 H ELEVATION o uFi • L
M ` y WAI10L CUPS AND GUTTER ON LIGHT GRADES w<
7-- �_ \- ,zx Q w Ly y w No 1 4 .°•1/8 RADIUS 7
1 SECTION Y-Y G' c.' e' ' 1 s. _ ¢S~ M ET rTEP LINE
NORMAL OU H co d
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w„E� s mom 9-m a DOWEL ELEVATION y WCC, PLAN VIEW
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WHERE 42"TO 5.PIPE IS USE0
DETAIL SHOWING METHOD • o; OO,.O2 0 0
OF RISER CONSTRUCTION SHEET 1 of 2 - E B
PLAN PLAN • 3..2" 5 o 0. 2 5E,a.5 0.Bfi DETAIL No.
840.02 Sx a D 2 2 a G _• T 3- D B R D.,BD .GBa .Ga D.za> D. SHEET 2 OF z STANDARD CONCRETE SIDEWALK 103000.07 Z
z0 .RISER M S.220 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840"02 SHEET30 i OF 2
T
30" NOTE:USE TYPE"E", "F"AND"G""HATE '1 STIPULATWING ION REARED FOR
UNLESS DTMERWISE NOTED. P �,1r,31" P 4I¢- ON16 ISTHEASPEC SPECIFIC WAS PREPARED
HEREON,
N aHz
p oo ON THE SPECNEO WITH ISSUE
B 1-A 1 N x „ DATE AS USED,HEREON.AND IT IS NOT
i(d 11 I F U F o SUITABLE FOR USE ON A DIFFERENT
2� - --i 12L8" Q PROJECT SITE OR R I A LATEROBTIME.USE OF
I-x aw TYPE I OBJECT MARKERS 1 TYPE 2 OBJECT MARKERS I zo TYPE 1 OR TYPE 3 MARKERS FOR OBSTRUCTIONS THIS DRAWING FOR REFERENCE OR EN1vIRE
[---
r_ I _ N NNF_ oTYPE 4 MARKERS FOR END OF ROADWAYSzSECTION LLSECTION RMALT8AITEPFUTE 3iWITHIN THE ROADWAYoM� ON ANOTHER PROIECf REQUIRE THE
-fi _ �rllsl_ L. - P.KEns MI,+ ALTERNATE 2 ¢ SERVICE OF PROPERLY LICENSED
A ' A ALIGN FRAMEWITH INSIDE -`'I3g" KpFHALTERNATE 1 �� r_jasoxB TVP. g rvp. it ARCHIIECIS AND ENGINEERS.RE REUSE ISSNoN
EDGE OF WALL TO ALLOW .- ao a' ""�FV'H )F THIS DRAWING FOR REUSE ON
FOfl.VERTICAL ADJUSTMENT i" 1O�' . p s.ep i� C¢Nsz LIwTI N OF TYRE OR TVPp s RKE s o¢a"z ANOTHER PROTECT IS NOT AUTHORIZED
wALL SECTION B' FQZC2 S THE DELINEATION OF SIGN SUPPORTS R RAI9E�TIBLARp3. y AND MAY BE CONTRARY TO THE LAW.
T1� (� THESE D'qIN DTA 4' N QQ
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FRAYS,GRATE�BB HOOD ASS'Y J _S�rn_I� O 0 N is ELASTIC y 1 O 4 Miw. RAISED ISLAND
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_ L �oIi ^ 30� REFLEcroRs ox vELLow gnc[OROuxO 0 OM1-3L� nCoxeYLEciIVE snFFrlxa VE sxEErlrvO T EL r POer3 Ii.lz LeIErI pAVFNExr Q(ql ¢m ¢ 0M1-2 RETR0521Ec*iZ TYPE 2 OR TYPE 3 MARKERS FOR OBSTRUCTIONS ADJACENT TO THE ROADWAY! Q LIJ >
- ETINa REFLECTORS CC
'Hi Y m p REFLECTORS ON BLACK MCKOROUND
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DETAILS
North 81
1
••"3 Days Before Diggivg"'* SHEET NO.;
North Carolina 811
811 or 1 TjU,et 2-4949
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SU�ENNIE T EH9 OOAR1 Z 4A Q
eM EAa ttr. a a
Hl - p 0O' DRIVEWAY BY OTHERS WITH N m
5 33pp CL EXISTING RD. 3Q r uxs TED. ootx' CONCRETE DRIVEWAY APRON WITH 6'MINIMUM THICKNESS MAXIMUM RECOMMENDED GRADES CC t q
NE�ROW E%IS7117G ROW E%I$PIRG ROW WIDTH Of wH[vEwnv , *s'-9' NioM 1/2-EXPANSION JOINTS " O o Ol
�_ w.Lrc ` •axoewAL �W'-Nq -\� EXISTING PAVEMENT Ir- -1 a)
U PA'.IDEMJIDER IaPT OW.L) lOPT10NI. 9L0 VVV I W m
r a• BE Rtl 9E T LIMITS �'�'x DRIVEWAY BY O1HER5 .� o 0
r I 'r I 26 1W
rI F^yy
,�1,�/\' 'PAVED SHOULD; OR cwA 12' P CONCRETE SIDEWALK b.0¢t,
7✓' A�pLy.A� . 11�2'Wn.s'LAP JOINT _ �n .y* .* -, ,\ ,�i. .'.'' L COMPACTED BARERLLJ W/6*MIN.THICKNESS o
MIDENING WIDEN ffi�� y[p 1�
R W a a oPn•
fl111 RO/OWAY ^i I_jF �� F/�, 1/2'EXPANSION NQONJOINT5 TYPICAL SECTION <U. s
PROPOSED PAVEMENT SLOPE TO MATCH EMSIING CROSS SLOPE , 6TITi �IIRST1 -- -- N
p W V
ROLESVILLE RD. E_® ��� o , I z
cD F• 5'-0'MIN. of
CROSS-SECTION (TYPICAL) a"ExPANBIONJim- a o SIDEWALK mo'd
EXPANSION.NaTNr
N
PAVEMENT DESIGN 6' OR LESS: PAVEMENT DESIGN GREATER THAN 6': 2. d I 1.CURB SHALL BE TAPERED TO FINISH FLUSH <v
*3" S9.5C *3" S9.5C o§y -- ---I1 WITH SIDEWALK.
4" I-19C 4" I-19C ❑ 1"' DISSIPATE 1/2'EXPANSION 2.BEGINNING RADIUS SHALL NOT ENCROACH ON
S" 10" ABC ¢ ,MINTS - 42" ADJACENT PROPERTIES BASED ON A AA A111111N1A A
7' C THESEU BETWEEN S RADIUS 4 PROJECTION OF THE PROPERTY CURB
FROM A
CP Z Q W.,W THE RIGHT OF WAY TO THE CURB UNE. AAA N C A q
3.SIDEWALK SECTION SHALL BE REQUIRED ALONG ����'�"".e"",, O AO
*3" S9.5C TO BE INSTALLED IN TWO 1.5" LIFTS INCLUDING THE OVERLAY. flat VARIANTS(SEE SHEET I. a 2 ALL STREETS. •p O's° .**//''a
DETAIL OF DRIVEWAY z of 2 POn oalvEwAr DPAr£81 I m> -_ CONCRETE DRIVEWAY APRON _ __ = 4.THE TOWN IS NOT RESPONSIBLE FOR VEHICLES =A°°AMERICAN"O yam:
THAT DRAG DUE TO GRADE OF DRIVEWAY.THE f '$
a - ENGINEERING
2"DEEP SAW OUT 1°,L ,_G DRIVEWAY IS PRIVATELY MAINTAINED. $ z
R p 5.ALL CONCRETE SHALL BE 3,000 PSI. �g ASSOCIATES o
r.-`---"'��-•'- ¢ -- �'g SOUTHEAST S
F000r0E*u wane*., PAVEMENT rvewA, PAVEMENT EXPANSION JOINT(TW.)- GUTTER O(TYPICA)CURB& '‘C•17.OF 'SO*.
"AO.
METHOD OF TIE IN RADIUS ON PLANN p9 �nl A�ApA,
PR WAY TURNOUT PLAN VIEW
MEN ExISTINN EMFVT IS CONCRETE,,
SAN CO 2.R OINTYAT POINT - : Of DRIVEWAY
DAM JOINT FERPE GNLAP SW EXISTING D a ,
0 v Y EDIRECTED.AT
SECTION c-c SHEET 1 OF z f
ji.4. ARO(�1
848.02 •-t .._,.FEssiotiq•.'Y s
DRIVEWAY APRON / . Q° 5 9
ROW ROW VQ '` ' SEA-
3 .
5'PUBUC 50.0'PUBLIC ROW DESIRABLE DRIVEWAY GRADES LL, N9 L 1 = g810
GRNWY 2.5' CS 51 III I I o `'".F EEe''Pp`
EASEMENT PSTRIPG p F�QOLL5 -�- ,THE EM, W W a / �n ,DIN,P��I*,v*,
27.0'ROADWAY 11.5' a 2•,'jp�-!'/
11 13.5' PLANTING 5.0' 1' a" A B 9 6'.G" 6'.D" s':o" F-xraw a. r `i!" .e. `• ' Q. NRY1 aA
I ROADSIDE STRIP SIDEWALK "no` R rl� � ' °1'^\ [ 1^" ■. ■ LtJ uW
9 ND WH lk SIDEWALK LOCATION 4 �1. ■ \5LD JO. w
PER PLAN -2.5' 11' 11' 2.5' PER PLAN • LOCATION B 1Gy Gp FVATTE --• z y. I 'L•■ 17-71" M M ooN ✓,a
, o.oz - /\ _ lsw on cu:[T6 m Q 1I''' "` 11 ILIB' wx I I I' `¢'?z".
�--' I .=OR FLATTER_ O --( F O
fli OW
PAVEMENT DESIGN: \ ROADWAY PAVEMENT I 2A DR FLATTER 6w an - rse o - s,«MAA W� •". a:,,,,,,W ..:,
`30"CONCRETE I FLATTER ooN¢�
8" CABC OL CURB&GUTTER R Furn6R
-PI
NOTE: - _
0
1. NORMAL CROWN OF 0.02 UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER. DESIRABLE DR MAXIMUM DRIVEWAY GRADES .. m.
2. ASPHALT WILL BE INSTALLED AT A MIN. 1.5" LIFTS. 6•' BERM A G o I L-,°�m
WIDTH otsT__ (iRADE B1
27' B-B ON A 50' R/W NtTEPLACEOOATION _,2-0 G DE__ ED F
(BE NOT PLACE SIDEWALK. 2'OR LESS 6 0" 24A 2 6 2
BERMS THAN 8'WIDE.) S.OR LESS 2 0" 8W. S 2A* O W
TYPICAL SECTION pp\o 0" ♦4, 6 R 5_� a 1�I
12'S OVER A 6" >-O TDB G F 4 .wmv .VON W wYwr.c - - ] ..I
mme,r na LL�^� z C7 N
MAXIMUM DRIVEWAY GRADES 4'i w 1 r+F T'' ",f°HISfr LL to 2
BEM @ ¢
ill
g" A e s'-o" s'-D" ,. 3 C wl ® .mates LOGOS aa".LT D MOO u.AxaN w..g sl.of,4005E 1D btu ar r�sl50 ¢may.O UJ
-2s SHADE YNEN 21s SPADE WHEN
TN 9 9 sl0EMALH IS 91DEWALN LOCATION
"' w.r,.«®' 7D ©13 OM Q Z
z
LOCATION «YSk< �. ¢ „'-„aIMTES
20'EASEMENT ,._ «► ® Sae r ga+ -y I y 1--IL S z
4' 12'ROADWAY 4' aa< p"„CO O
6,_D.
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SHOULDER 6' 6. SHOULDER ) ROADWAY PAVEMENT I _ 4$_.._ i6y' I ( x snwgurI"t"w Saw ao Fog , P xt",«. vaM'n"` .,E G-
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5• 848.02 5.TAN aH A NTTA AIL PALM. m .0..a NO PA I- aI.DRAIEL NOTES: CL PAVEMENT DESIGN: TNa RRDx>F01.DRAINAGE VALLY OF1/4.PER FOOT 8 CABC7. "µ 0UNLESS OTHERWISE DIRECTED. 2" SJ 56 7TT'''
- - 10 HE HE WES TWA PC. p
2.PAVEMENT DESIGN AS NOTED. •"'-.•'.a.s0.,:.Pe 0FIEE'0 R,m m TAM`R1.vs0MeL w»sc vuuo es °T m1 r'' SHEET
8Q4 OF A Z STIPULATION FOR REUSE
50
3.SEE DRIVEWAY DETAIL FOR ROAD
INTERSECTIONS.
SE
12' E-E IN A 20' EASEMENT DN OTNISHEWINGWAS E,NAMED HERFOR ON,
F Q ON THE SPECIFIC SITE,NAMED HEREON,
TYPICAL SECTION
x^x aM'D00 I¢0•U SUE
DATE AS CONTEMPORANEOUSLY
HEREON.AND IR ISTS
so"a ao'91on '0 05= SUITABLE FOR USE ON A DIFFERENT
xav'STMN HOC °Peen 00¢�x PROJECT SITE OR AT A LATER TIME.USE OF
HEM BOLT
/ u t6 BOLT
toQ`'�W ON DWANE ANOTHER R PROJECTENREURES THE
ie 1 'yam ,--8 .. 4G1¢O EQIRRFS THE
W ` N R1IM T~qn;FA. SERVICES OF PROPERLY LICENSED
-_ - R Cl W a ..x�,.) a N Q ARCHITECTS AND ENGINEERS.REPRODUCTION
t t T 4 '.N l' z OF THIS DRAWING FOR REUSE ON
>¢ ANOTHER PROJECT IS NOT AUTHORIZED
t _'_.is a cluwaL Po9r Op o AND MAY BE CONTRARY TO THE LAW.
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CHANNEL POET tN CONCPETE
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1 HOLE PUNCHING DETAIL
JOB NUMBER: 21-0010
3 r904�.50 CHECKED BY: 1RH
DRAWN BY: EDS
DATE: 07-09-21
3
SHEET TITLE:
NCDOT
a DETAILS
g Noril.8''
Carolina\,,
*"*3 Days Wort DIEE'n."" SHEET NO.:
a North Caroliva 811
811or I-800-632-4949 / -/n Remote Ticket Envyl.D/
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