20190111 Ver 1_Yonkers_EC_Full_20190124

EDGE OF RESURFACING
APPROXIMATE DRIVEWAY LOCATIONAPPROXIMATE DRIVEWAY LOCATIONINCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
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(TYP.)16.75’+78.48(TYP.)16.75’+53.20
(TYP.)16.75’+66.96
(TYP.)16.75’+81.97+65.75(TYP.)19’+68.81(TYP.)19’+78.34(TYP.)16.75’
+40.62(TYP.)19’
(TYP.)19’
+95.90
(TYP.)19’+56.15 (TYP.)19
’+89.62(TYP.)19’+03.25+08.62(TYP.)19’
(TYP.)19’+76.29+56.60(TYP.)19’
19’
(TYP.)19’+56.54
(TYP.)19’
+14.91
19’
19’
(TYP.)19’+65.87
(TYP.)19’
+38.54
(TYP.)15.75’+95.65
(TYP.)15.75’+15.86
+16.85
(TYP.)15’(TYP.)15’+55.38
11’11’.02
15’15’
15’11’11’
11’11’.04
11’11’.02
11’11’11’11’11’11’11’
11’11’
11’11’
11’11’11’
11’11’11’
.02
11’11’11’11’11’11’.0211’11’.02
11’11’
.02
11’11’
11’11’
.02
11’11’.02
11’11’
11’11’
11’11’
300’ TAPER
300’ TAPER
440’ TRANSITION
440’ TRANSITION
15’
15’15’
11’11’
245’ TAPER160’ TAPER
+85
100’ TAPER
+3011’16.5’
11’16.5’
TAPER
300’
.01
-L- STA. 96+25.00
BEGIN C/A FENCE SHIFT
5" MONOLITHIC ISLAND
11’11’150’ TAPER+37.57
24’
.01.00.01.02
.02 .01
.00 .01
.02
(TYP.)20’
(TYP.)20’
-L- STA. 113+65.00
END C/A FENCE SHIFT
R=25’R=60’
R=75’R=65’
R=30’R=50’
R=45’R=35’
R=30’R=35’
R=70’
R=60’R=50’+24.69R=30’
R=25’
R=25’
R=45’
R=30’R=50’
R=35’R=25’
R=20’R=28’
R=20’R=35’
R=100’R=4’
R=25’
R=35’R=21.4’
R=50’
R=45’
R=30’
R=40’
R=25’R=20’R=50’R=60’
R=45’R=40’
R=55’
R=45’
R=65’R=60’
R=25’
R=17’
R=17’R=27’
R=65’
R=95’
R=45’
R=30’R=40’R=65’
R=60’
R=30’R=45’
R=30’
R=7’
-L- STA. 37+75.00
-RW1- STA. 10+00.00=
BEGIN PROP. RETAINING WALL 1
-L- STA. 38+65.00
-RW1- STA. 10+90.03=
END PROP. RETAINING WALL 1
-L- STA. 82+75.00
-RW2- STA. 10+00.00=
BEGIN PROP. RETAINING WALL 2
-L- STA. 83+30.39
-RW2- STA. 10+55.39=
END PROP. RETAINING WALL 2
-L- STA. 90+50.00
-RW3- STA. 10+00.00=
BEGIN PROP. RETAINING WALL 3
-L- STA. 96+25.00
-RW3- STA. 15+75.00=
END PROP. RETAINING WALL 3
-L- STA. 130+25.00
-RW4- STA. 10+00.00=
BEGIN PROP. RETAINING WALL 4
-L- STA. 131+40.00
-RW4- STA. 11+66.68=
END PROP. RETAINING WALL 4
POWER POLE
DO NOT DISTURB
R=10’ 09/08/991/21/2019R:\Hydraulics\CADD\PSH\14193_EC_tsh(for ec permit only).dgn-compressdkeller0
0
0
PROFILE (HORIZONTAL)
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
PROJECT LENGTH
LETTING DATE:
FOR
10 5 10 20
SIGNATURE:
P.E.
HYDRAULICS ENGINEER
1-888-521-4455 OR 919-878-9560
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27609
900 RIDGEFIELD DRIVE, SUITE 350
RUMMEL, KLEPPER & KAHL, LLP
VICINITY MAP
AUGUST 13, 2012
N.T.S.
CITY OF RALEIGH CONTACT
CITY OF RALEIGH
THE CITY OF RALEIGH
DESCRIPTION:
TYPE OF WORK:ES
TABLISHED 1792
PROJECT DESIGN ENGINEER

JAMES LYNN RAYNOR, PE
NANCY McFARLANE
MAYOR
TOTAL LENGTH PROJECT ...........................
PUBLIC WORKS
CITY MANAGERRaleigh Blvd.PROJECT ENGINEER
PROJECT MANAGER
40 20 40 80
80402040
RUFFIN HALL
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
PROJECT: YONKERS ROADFROM CAPITAL BOULEVARD TO NEW BERN AVENUE
ROADWAY IMPROVEMENTS FOR YONKERS ROAD
2.3 mi
Yonkers Rd.
End Project
I-440
Capital Blvd.
Center
Medical
WakeCr
a
btr
e
e Cr
e
e
k
Begin Project
NAD 83
456
7 8 9 10 11
12 13 14
15YONKERS
ROAD
RALEI
GH BLVD.CAPITAL BLVD.NEW BERN AVE.
-L
-
-L- STA. 11+11.00
BEGIN PROJECT
2-LANE UNDIVIDED AVENUE
FUNC. CLASS =
MARCH 18, 2016
25% ROADWAY PLANS
I-440 RAMPS
-L- STA. 47+75.12
END CONSTRUCTION
-L- STA. 48+55.75
BEGIN CONSTRUCTION
POSTED SPEED =
DESIGN SPEED =
ADT 2042 =
ADT 2016 =
Jillian Hinson, E.I.
RAILROAD
REFLECTIVE PAVEMENT MARKERS
MULTI-USE PATH, PAVEMENT MARKINGS, AND RAISED
GRADING, DRAINAGE, PAVING, CURB & GUTTER,
-L- STA. 132+20.29
END PROJECT
35 MPH
40 MPH
9649
6942
Amy Billings, P.E.NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
YONKERS ROAD
Jeffery W. Meador, PE
RIGHT OF WAY CONSTRUCTION NOTESES XXXX-XXNEUSERIVER BASIN:
DISTURBED AREA:27.2 ACRES
RECEIVING WATERS:
MARSH CREEK (C;NSW)
CRABTREE CREEK (C;NSW)
EROSION AND SEDIMENT CONTROL PLANS
G
RA
U 350GRAU 350GRAU 350GRAU 350
GRAU 350
GRAU 350
GRAU 350
GRAU 350
GRAU 350
GRAU 350
GRAU 350
GRAU 350
GRAU 350 GRAU 350GRAU 350WCR
WCR
WCR
WCR
WCRWCR
WCR
WCR WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCRWCR
WCR
GRAU 350
GRAU 350
GRAU 350FLAG POLES
DO NOT DISTURB
GRAU 350
GRAU 350
GRAU 350
GRAU 350
DISTURB SIGN
DO NOT
GRAU 350GRAU 350GRAU 350
GRAU 350
UTILITY BOXDO NOT DISTURB
FIRE BOX MTR FDC
DO NOT DISTURB
BILLBOARD
DO NOT DISTURB
BILLBOARD
DO NOT DISTURB
GRAU 350
WCR
WCR
WCR
WCR WCRWCR
GRAU 350 GRAU 350
GRAU 350
POWER POLE
DO NOT DISTURB
WCRWCR
SIDEWALK
TIE TO EX.
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
GENERAL EROSION CONTROL CONSTRUCTION PHASING NOTES
EROSION CONTROL GENERAL NOTES
ALL DEVICES AT THE END OF EACH DAY AND AFTER ALL RAINFALL EVENTS.
MAINTAIN ALL EROSION CONTROL DEVICES AS PER THE PLANS AND SPECIFICATIONS FOR THE DURATION OF CONSTRUCTION. INSPECT
1.
2.
SEE INDIVIDUAL PLAN SHEETS FOR ADDITIONAL SPECIFIC PHASING NOTES.
1.
2.
3.
4.
5.
INSTALL GRAVEL CONSTRUCTION ENTRANCE(S) AT ALL POINTS WHERE CONSTRUCTION TRAFFIC WILL ENTER PAVED STREETS.
SILT FENCE TO KEEP SEDIMENT ON SITE.
ADDITIONAL TEMPORARY DIVERSIONS, NOT SHOWN ON THE PLANS, ARE REQUIRED TO DIRECT RUNOFF TO BASINS OR ADDITIONAL
RUNOFF IS TREATED BY AN APPROVED DEVICE BEFORE LEAVING THE SITE. THERE MAY BE INTERMEDIATE GRADES IN WHICH
IT IS THE CONTRACTOR’S RESPONSIBILITY FOR TRANSITION BETWEEN THE PHASES AND MAKING SURE ALL SEDIMENT LADEN
THESE EROSION AND SEDIMENT CONTROL PLANS SHOW DEVICES REQUIRED FOR CLEARING AND GRUBBING PHASE AND FINAL GRADING.
GRUBBING OTHER AREAS.
INSTALL PERIMETER EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLANS PRIOR TO CLEARING AND
DISTURBED AREA = 27.2 ACRES
WITHIN 30 FT OF AN ACTIVE LANE OF TRAFFIC NOT SEPARATED BY GUARDRAIL OR CONCRETE BARRIER.
INLET PROTECTION AT THE DISCRETION OF THE CONTRACTOR. STANDARD CATCH BASIN YARD INLET PROTECTION MUST BE USED IN LOCATIONS
INLET PROTECTION SHOWN ON THE PLANS MAY BE EITHER BLOCK AND GRAVEL DROP INLET PROTECTION OR STANDARD CATCH BASIN YARD
SPECIFICALLY DEFINED BY THE DRAINAGE PLANS MUST BE GRADED TO DRAIN.
CONTROL DEVICES AND INSTALL FINAL GRADE EROSION CONTROL DEVICES. AREAS THAT GRADING IS NOT
AS WORK TRANSITIONS FROM CLEARING AND GRUBBING PHASE TO FINAL GRADING PHASE REMOVE CLEARING AND GRUBBING EROSION
PERMANENTLY SEED THE AREA FORMERLY OCCUPIED BY THE EROSION CONTROL DEVICE.
UPON FINAL STABILIZATION OF CONTRIBUTORY DRAINAGE AREA, REMOVE EROSION CONTROL DEVICES, PERFORM FINISH GRADING AND
ONSET OF RAIN.
UTILIZE STANDARD PIPE INLET PROTECTION AT THE ENTRANCE OF ALL PIPES BEING INSTALLED AT THE END OF EACH DAY OR BEFORE THE
5.
6.
7.
8.
9.
CONTROL MEASURES (TEMPORARY DIVERSIONS, PERIMETER DITCHES, BASIN SLOPES, ETC.):
SHALL BE VEGETATED AS NOTED BELOW. THE VEGETATION REQUIREMENTS ALSO APPLY TO NEWLY CONSTRUCTED EROSION
PERMIT- NCG 010000 FOR CONSTRUCTION ACTIVITIES (SEE PERMIT FOR DETAILS). ALL EXPOSED SLOPES AND OTHER DISTURBED AREAS
GROUND COVER DEADLINES AND STABILIZATION REQUIREMENTS SHALL BE ESTABLISHED IN ACCORDANCE WITH THE NPDES GENERAL
AFTER EACH PHASE OF GRADING. A RECORD COPY OF EACH INSPECTION & MONITORING REPORT MUST BE KEPT ON SITE.
OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD. ADDITIONALLY, GROUND STABILIZATION MUST BE RECORDED
MEASURES & STORMWATER DISCHARGE OUTFALLS MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS
http://portal.ncdenr.org/web/lr/erosion (PER STORMWATER GENERAL PERMIT NCG010000)
SELF INSPECTION MUST BE CONDUCTED AND DOCUMENTED IN THE INSPECTION & MONITORING FORM PROVIDED BY NCDENR:
C F
YARD INLET PROTECTION
STANDARD CATCH BASIN SW-20.15
SW-20.01
SW-20.14
SW-20.23
SW-20.06
(SEDIMENT/SILT) FENCE
STANDARD TEMPORARY
WATTLE
PROTECTION
ROCK PIPE INLET
LIMIT OF DISTURBANCE
SW-20.09
SW-20.19SKIMMER SEDIMENT BASIN
SW-20.20
SW-20.24
INLET PROTECTION
BLOCK AND GRAVEL DROP
SEE EC-2C
SW-20.11DIVERSION DITCH
ENTRANCE
GRAVEL CONSTRUCTION
BAFFLES FOR BASINS SW-20.20
CUT/FILL SLOPE STAKES
CHECK DAM SW-20.08
SW-20.25CONCRETE WASHOUT
SPECIAL STILLING BASIN
STANDARD SILT FENCE OUTLET
WITHIN 50’ OF ANY DRAINAGE STRUCTURE OF WATERCOURSE. OFFSITE BORROW OR WASTE SHOULD BE FROM A PERMITTED SITE.
AREA NOT SHOWN ON THESE PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR. PER NPDES PERMIT CONDITIONS, NO SOIL STOCKPILES SHOULD BE
LOCATIONS, MATERIAL LAY-DOWN AREAS, STAGING AREAS, DIRT OR WASTE PILES, BORROW AREAS, CONTRACTOR OFFICE TRAILER OR ANY OTHER DISTURBED
THESE EROSION CONTROL PLANS ARE ONLY FOR DISTURBED AREAS DELINEATED ON THE PLANS. EROSION CONTROL PLANS FOR ANY STOCKPILE
3.
CROSS ROADS AND DRIVEWAYS.
SHALL USE ASPHALT BERMS OR OTHER METHODS TO ENSURE SEDIMENT LADEN RUNOFF DOES NOT ENTER OR
ALL SEDIMENT LADEN RUNOFF SHALL BE DIRECTED TO AN APPROVED EROSION CONTROL DEVICE. THE CONTRACTOR
4.
10.
CONTROL PLANS.
THE CONTRACTOR SHALL COORDINATE THE LOCATIONS OF CONSTRUCTION ENTRANCES WITH THE TRAFFIC
CONSTRUCTION ENTRANCE. ADDITIONAL ENTRANCES BEYOND THOSE SHOWN ON THE PLANS WILL BE REQUIRED.
ALL CONSTRUCTION TRAFFIC LEAVING THE SITE AND ENTERING ANY PUBLIC ROADWAY MUST UTILIZE A GRAVEL
TP02 TP02
TP01 TP01
EROSION CONTROL LEGEND
SEE EC-2C
THAN 3:1
SLOPES STEEPER
TC-01
TREE PROTECTION FENCE
SEDIMENT/SILT & TREE PROTECTION FENCE
STANDARD TEMPORARY
TC-02

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193
EC-1 GENERAL NOTESEROSION CONTROLCURB INLET
PROTECTION AT EXISTING NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
PERMANENT SEEDING
SEEDBED PREPARATION
PERMANENT AND TEMPORARY SEEDING REQUIREMENTS
B.
A.
C.
B.
A.
C.
B.
A.
FARM DISK OR CHISEL PLOW.
AND INCORPORATE TO A DEPTH OF 2-4" WITH A
RECOMMENDED BY SOIL TESTS; SPREAD EVENLY
APPLY LIME AND FERTILIZER AT RATES
OF A UNIFORM SEEDBED.
INTERFERE WITH TILLAGE AND THE PRODUCTION
REMOVE ROCKS AND DEBRIS THAT COULD
OR GROOVING SOIL SURFACE ON THE CONTOUR.
INCORPORATE AMENDMENTS BY ROUGHENING
RECOMMENDED BY SOIL TESTS.
APPLY LIME AND FERTILIZER EVENLY AT RATES
WHICH MIGHT HOLD NETTING ABOVE THE SURFACE.
REMOVE LARGE CLODS, ROCKS, AND DEBRIS
LEAVE A LOOSE, UNCOMPACTED SURFACE.
RECOMMENDED BY SOIL TESTS.
SPREAD LIME EVENLY OVER SLOPES AT RATES
2-3 INCHES DEEP, PERPENDICULAR TO THE SLOPE.
ROUGHEN SLOPE FACES BY MAKING GROOVES
ON THE SLOPE.
LARGE CLODS AND OTHER DEBRIS TO REMAIN
UNCOMPACTED, ALLOWING ROCKS, ROOTS,
LEAVE THE LAST 4-6 INCHES OF FILL LOOSE AND
HIGH-MAINTENANCE TURF:
FILL SLOPES 3:1 OR STEEPER (TEMPORARY SEEDINGS):
HYDRAULIC SEEDER (PERMANENT SEEDINGS):
FILL SLOPES 3:1 OR STEEPER TO BE SEEDED WITH A
3.
2.
1.
D.
C.
B.
A.
F.
E.
D.
C.
APPLYING SEED.
RAKE TO LOOSEN SURFACE JUST PRIOR TO
LOOSE, UNIFORM SEEDBED.
BREAK UP LARGE CLODS AND RAKE INTO A
CHISEL PLOW, OR ROTARY TILLER.
AND INCORPORATE INTO THE TOP 6" WITH A DISK,
RECOMMENDED BY SOIL TESTS; SPREAD EVENLY
APPLY LIME AND FERTILIZER AT RATES
REMOVE ROCKS AND DEBRIS.
LOOSEN SURFACE JUST PRIOR TO APPLYING SEED.
UNIFORM AND WELL-PULVERIZED SURFACE.
DISK OR HARROW AND RAKE TO PRODUCE A
CULTIPACK.
SPREAD TOPSOIL TO A DEPTH OF 2-4 INCHES AND
TO A DEPTH OF AT LEAST 2 INCHES.
SPREADING TOPSOIL BY DISKING OR SCARIFYING
LOOSEN THE SUBGRADE IMMEDIATELY PRIOR TO
GENTLE OR FLAT SLOPES WHERE TOPSOIL IS NOT USED:4.
SEEDING REQUIREMENTSTEMPORARY SEEDING REQUIREMENTS FOR FALL/WINTER TEMPORARY SEEDING REQUIREMENTS FOR SPRING/SUMMER
50
250
RATE (LB/ACRE)
30
25
250
RATE (LB/ACRE)
COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING.
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. DO NOT ALLOW TEMPORARY
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
MAINTENANCE

USED AS A MULCH ANCHORING TOOL.
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
MULCH

AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
SOIL AMENDMENTS

SEPTEMBER 15 - MARCH 30
SEEDING DATES

WINTER RYE
TALL FESCUE
SPECIES
SEEDING MIXTURE
COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING.
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. DO NOT ALLOW TEMPORARY
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
MAINTENANCE

USED AS A MULCH ANCHORING TOOL.
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
MULCH

AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
SOIL AMENDMENTS

APRIL 1 - SEPTEMBER 15
SEEDING DATES
SUDANGRASS (SMALL STEMMED)
GERMAN MILLET
TALL FESCUE
SPECIES
SEEDING MIXTURE
JUL 1 - AUG 15
APR 15 - JUN 30
MAR 1 - APR 15
NOV 1 - MAR 1
AUG 15 - NOV 1
DATE
30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
35 LBS/ACRE (BROWNTOP MILLET);
125 LBS/ACRE (TALL FESCUE);
25 LBS/ACRE
300 LBS/ACRE
300 LBS/ACRE
300 LBS/ACRE
PLANTING RATE
HYBRIDS
MILLET OR SOGHUM-SUDAN
TALL FESCUE AND BROWNTOP
HULLED COMMON BERMUDAGRASS
TALL FESCUE
TALL FESCUE & ABRUZZI RYE
TALL FESCUE
TYPE
NOV 1 - MAR 1
SEPT 1 - MAR 1
JUN 1 - SEPT 1
MAR 1 - JUN 30
MAR 1 - JUN 30
MAR 1 - APR 15
MAR 1 - JUN 1
DATE
AND ABRUZZI RYE
AND TALL FESCUE
SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)
OR SORGHUM-SUDAN HYBRIDS
TALL FESCUE AND BROWNTOP MULLET
OR ADD HULLED COMMON BERMUDAGRASS
OR ADD WEEPING LOVE GRASS
ADD TALL FESCUE
USE THE FOLLOWING COMBINATIONS:
SERICEA LESPEDEZA (SCARIFIED) AND
TYPE
25 LBS/ACRE
LBS/ACRE (TALL FESCUE)
70 LBS/ACRE (SERICEA LESPEDEZA); 120
(SORGHUM-SUDAN HYBRIDS)
(BROWNTOP MULLET); 30 LBS/ACRE
120 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE
25 LBS/ACRE
10 LBS/ACRE
120 LBS/ACRE
50 LBS/ACRE (SERICEA LESPEDEZA);
PLANTING RATE
SEPT 1 - OCT 15
SEPT 1 - OCT 15
JUNE 1 - AUG 15
JUNE 1 - AUG 15
APR 1 - JULY 15
APR 1 - JULY 15
APR 1 - JULY 15
DATE
TURF TYPE TALL FESCUE
TURF TYPE TALL FESCUE
CENTIPEDEGRASS OR ZOYSIAGRASS
TIFWAY 419 OR TIFTON 10
ZOYSIAGRASS
TIFWAY 419 OR TIFTON 10
ZOYSIAGRASS
CENTIPEDEGRASS
IMPROVED BERMUDAGRASS
COMMON BERMUDAGRASS OR
TYPE
SOD
350 LBS/ACRE
SOD
6 BUSHELS/1000 SQ FT (SPRIGS)
6 BUSHELS/1000 SQ FT (SPRIGS)
75 LBS/ACRE
40 LBS/ACRE
75 LBS/ACRE
MIN. APPLICATION RATE
FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL
MAINTENANCE
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
MULCH

10-10-10 FERTILIZER.
AGRICULTURAL LIMESTONE (IN AREAS OF CLAY SOILS USE A RATE OF 6,000 LB/ACRE) AND 1,000 LB/ACRE
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM OF 4,000 LB/ACRE GROUND
SOIL AMENDMENTS

FALL:
EARLY SPRING:

SEEDING DATES
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
NURSE PLANTS

3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED.
SEEDING NOTES

KOBE LESPEDEZA
SERICEA LESPEDEZA
TALL FESCUE
SEEDING MIXTURE SPECIES
FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL
MAINTENANCE
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
MULCH

10-10-10 FERTILIZER.
AGRICULTURAL LIMESTONE (IN AREAS OF CLAY SOILS USE A RATE OF 6,000 LB/ACRE) AND 1,000 LB/ACRE
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM OF 4,000 LB/ACRE GROUND
SOIL AMENDMENTS
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
A. PERMANENT SEEDING SCHEDULE FOR NON-LAWN AREAS
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)
B. PERMANENT SEEDING SCHEDULE FOR NON-LAWN AREAS
C. PERMANENT SEEDING SCHEDULE FOR LAWN AREAS

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193
EC-1ANORTHCAROLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193EROSION CONTROL DETAILSEC-2ANORTHCAROLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ

CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
SW-20.01STEEL POSTFRONT VIEWSIDE VIEW2’-0"3’-0"26"FILL SLOPEGRADEWOVEN WIRE FABRICVARIABLE AS DIRECTED BY THE ENGINEER8’ MAX.GRADEWIRE FROM TOPINSTALLED TO SECONDSILT FENCE FABRICWIRESINTERMEDIATEMIN. 12-1/2 GA.LINE WIRESMIN. 10 GA.1.2.END OF SILT FENCE NEEDS TO BE TURNED UPHILL.FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.NOTES:3.MIN4"SILT FENCE GEOTEXTILE FABRIC*PLANNING CONSIDERATIONS & DESIGN CRITERIA.SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONSWIRE TIESPLASTIC ORMIN6"LIFE OF FENCING: 6-9 MONTHSMAINTENANCE: CLEAN OUT AT 50% CAPACITY(SEDIMENT/SILT) FENCE
STANDARD TEMPORARY
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
SW-20.06STORAGE CLASS 1 RIP-RAP1.5’FLOWFLOWSEDIMENTFLOWFLOWGROUNDNATURALAREAFLOWINVERTPIPEFLOWFILTER FABRICNO SCALEMINIMUMCROSS SECTIONMAX DIA PIPE IS 36"#57 WASHED STONE. 1’ MIN THICKNESS.3’2:12:1BE REPLACED IMMEDIATELY.THE STONE HORSESHOE MUSTANY RIP-RAP DISPLACED FROMDESIGN DEPTH OF THE TRAP.WHEN SEDIMENT HAS ACCUMULATED TO 1/2STORAGE AREA TO ITS ORIGINAL DIMENSIONREMOVE SEDIMENT & RESTORE THE SEDIMENTMAINTENANCE:#57 WASHED STONE. 1’ THICK X 3’ HIGH MIN.FROM ROAD SHOULDER).RIP RAP HEADWALL (1’ MIN HEIGHTFOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED.TEMPORARY SEDIMENT TRAP, THE DESIGN CRITERIAIF EXCAVATED STORAGE AREA IS USED ASNOTE:NO SCALEPLAN VIEWCLASS 1 RIP RAP / HEADWALL3’PROTECTION
ROCK PIPE INLET No. 57 WASHED STONE FILTER LAID AGAINST HARDWARE CLOTH (1 : 1 MAX. SLOPE)CLEAN OUT POINT (1/2 DEPTH SEDIMENT STORAGE ZONE)GALVANIZED HARDWARE CLOTH 1/2" X 1/2" GRIDSEDIMENT STORAGE ZONE(TOTAL BASIN CAPACITY)FLOWFLOOD STORAGE ZONE1.0’1.5’1.5’FLOW11CONCRETE BLOCK CATCH BASINCULVERTPIPEFLOWGALVANIZED HARDWARECLOTH W/ 1/2" GRIDCONCRETE FOOTING PADFLOWCULVERTPIPE1. AT END OF PROJECT, CATCH BASIN CANZONESEDIMENTSTORAGE2. RISER CAN BE BUILT AS A STANDARDDRAIN PIPEFUTURE STORM3. IF DRAINAGE AREA IS OVER 5 ACRESOVERFLOW PERSPECTIVE VIEWNOTE:SECTION VIEWNo. 57 WASHED STONE BERMBAFFLESCATCH BASIN RISERCITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13
CATCH BASIN
RISER
NOT TO SCALE
SW-20.07BE RAISED AS NEEDED PLUGGING OPENCOURSE OF BLOCK WITH MORTAR.CATCH BASIN/JUNCTION BOX (WITH WEEPHOLES) IN RECEIVING WALL AND BEUTILIZED AS SUCH WHEN PROJECT IS STABLE.THEN THIS STRUCTURE NEEDS TO BETREATED AS A RISER STRUCTURE ANDALL RELATED INFORMATION NEEDS TO BE SUPPLIED. (TRASH RACK, ELEVATIONS,AND ANTI-FLOATABLE)(SEE STD. SW-20.05)
CHECK DAM
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
DATE: 9/1/13REVISIONS NOT TO SCALE
SW-20.08PLAN VIEW1.5’ MIN9" MINFILTER CLOTHFILTER CLOTH1.5’4’ TO 6’ABOR #57 WASHED STONE12" OF NCDOT #5CENTER2’ MAX ATLA AND B ARE OF EQUAL ELEVATIONL = THE DISTANCE SUCH THAT POINTSCROSS-SECTION VIEWTHE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS AMINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.PERENNIAL STREAMS. DO NOT USE CHECK DAM IN INTERMITTENT ORREDUCING THE VELOCITY OF FLOW.PURPOSE: TO REDUCE EROSION IN A CHANNEL BYPROFILE VIEWSTABILAZATIONMATTING /2:1 OR FLATTER2:1 OR FLATTERCLASS "B"NOTES1.2.3.**CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS.MAINTENANCE:PLANNING CONSIDERATION & DESIGN CRITERIA.FOR CONDITIONS WHERE PRACTICE APPLIES; CONTROL PLANNING and DESIGN MANUALSEE N.C. DENR EROSION and SEDIMENT DAMAGE OR BLOCKAGE FROM DISPLACED STONES.ENSURE THAT CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13
CONSTRUCTION
ENTRANCE
NOT TO SCALE
SW-20.09EXISTING ROADWAY6" MIN.NEW CONSTRUCTION15’ MIN.12" MIN.FABRIC UNDER STONEROADWAYEXISTINGPLANCROSS SECTIONNOTES:GREATER.WHICHEVER ISOR ENTRANCE, OF PROPOSED STREET25’ OR FULL WIDTH SEDIMENT ON SITEAND SUFFICIENT TO KEEPXXXXXXXXXXSILT FENCE ENTRANCE EXTENDED. PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION VEHICLE MUST BE WASHED BEFORE ENTERING THE OVER THE STONE, THEN THE TIRES OF THE THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING2. IF CONSTRUCTION ON THE SITES ARE SUCH THATDRESSING WITH 2" STONE.ADD ADDITIONAL STONE AND "FLUFF" TOPMAINTENANCE:**1. SILT FENCE SHOULD BE INSTALLED TO ENSURE CONSTRUCTION ENTRANCE IS USED. PLANNING CONSIDERATION & DESIGN CRITERIA.FOR CONDITIONS WHERE PRACTICE APPLIES; CONTROL PLANNING and DESIGN MANUALSEE N.C. DENR EROSION and SEDIMENT RAILROAD BALAST )( SURGE STONE OR3" - 4" STONE TO BE USED100’ MIN.85’ MIN.
DIVERSION DITCH
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
SW-20.11STEEP CUT OR FILL SLOPE2’ MIN18"COMPACTED2’ MINCROSS SECTIONSTABILIZE DIVERSION DITCHORIGINAL GRADE2:1BASED ON DESIGN VELOCITY.6’ TYPICAL2:1 MAX2:1 MAXNOTE:REQUIRED FOR SITE INSPECTION APPROVAL.AT A MINIMUM, SEED, STRAW & TACKDocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
STORMWATER BMP’S
SKIMMER AT PROPOSED
TABLENOT TO SCALE
ON BASIN SLOPESEC MATTINGON BASIN SLOPESEC MATTING4’ MIN1’ MINTETHERSKIMMERNOTE:AREA TO BMP IS VEGETATED AND STABALIZEDMIX AND UNDERDRAIN SYSTEM UNTIL ENTIRE DRAINAGE CONTRACTOR SHOULD NOT INSTALL MULCH, PLANTING STATIONFINISHED GRADESKIMMER BASINSEE TABLEFINISH GRADE,SKIMMER BASIN 13+00 RT54+00 RTINLET ELEVATIONBIORETENTION DROP 429.90436.00SKIMMER DEVICEUPON REMOVAL OFTO DI, GROUT HOLETIGHT CONNECTION PROVIDE WATER DROP INLETBIORETENTION 434.00428.00
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193EROSION CONTROL DETAILSEC-2BNORTHCAROLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJCITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
DATE: 9/1/13REVISIONS
BLOCK AND GRAVEL
DROP INLET PROTECTION
NOT TO SCALE
SW-20.14DEWATERINGCONCRETE BLOCKWIRE SCREENDEWATERING1’ MIN.2’ MAX.16"1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS RECOMMENDED.CONSTRUCTION SPECIFICATIONS2:1 SLOPE, GRAVEL FILTEROR ON ROADWAYS OPEN TO PUBLIC TRAFFICNOT TO BE USED FOR SEDIMENT STORAGE DRAINAGE.PLACE THE BOTTOM ROW OF BLOCKS AGAINST3. USE CLEAN GRAVEL,PLACED 2 INCHES BELOW THE TOPW/ GRATEDROP INLET****CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13
STANDARD CATCH BASIN
YARD INLET PROTECTION
NOT TO SCALE
SW-20.15#" MESH OPENINGS.)41(19 GUAGE, EXTENDS TO THE TOP OF BOX.GALVANIZED HARDWARE WIRE2: 1DRAINAGE AREA = 1 ACRE (MAXIMUM).2’-0" IN GROUND(MINIMUM LENGTH 5’)STANDARD METAL POSTS57 WASHED STONE PLACED AGAINST HARDWAREWIRE TO A HEIGHT OF 16" MIN. ABOVE TOP OF BOX.SECTION VIEW#57 WASHED STONEBLOCKSCONCRETEHARDWARE WIRE2’2:116"SOLID GROUND2’ BURY IN6"-8"PLANNING CONSIDERATION & DESIGN CRITERIA.FOR CONDITIONS WHERE PRACTICE APPLIES; CONTROL PLANNING and DESIGN MANUALSEE N.C. DENR EROSION and SEDIMENT
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONSFRONT VIEWPERSPECTIVE VIEWEND VIEWARM ASSEMBLY"C" ENCLOSUREPVC ELBOWWATER SURFACEBOTTOM SURFACESCHEDULE 40PVC PIPEORIFICEPLATEPVC TEEPVC VENTPIPESCHEDULE 40PVC PIPEFLEXIBLEHOSEPVC ENDCAPPVC PIPE12" HOLES INUNDERSIDEPVC TEEPVC ENDCAPWATER ENTRYUNITSKIMMER SEDIMENT
BASIN
DATE: 9/1/13 NOT TO SCALENOTE: SKIMMER TO BE TETHEREDPLANNING CONSIDERATION & DESIGN CRITERIA.FOR CONDITIONS WHERE PRACTICE APPLIES; CONTROL PLANNING and DESIGN MANUALSEE N.C. DENR EROSION and SEDIMENT SW-20.19

CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS
SHEET 3 OF 3
SKIMMER SEDIMENT
BASIN
DATE: 9/1/13 NOT TO SCALEBAFFLE (TYP.)35% OF SURFACE AREAINLET ZONE25% OF SURFACE AREAFIRST CHAMBER25% OF SURFACE AREASECOND CHAMBERPERSPECTIVE VIEWTHE ENDS.TO NOT ALLOW FLOW AROUNDEXTEND BAFFLES UP SIDES ASSTAKE TO SUPPORT WIREBAFFLE DETAILSPILLWAYINLET FLOWWIDTH5’ CRESTPREVENT SAGGINGTO WIRE TOSUPPORT ROPE4’MAXOR SIDES24" INTO BOTTOMSUPPORT POSTIS 6-12 MONTHSDESIGN LIFE OF FABRICINTO BOTTOM AND SIDECOIR MESH OR JUTE, TRENCHEDDESIGN CRITERIARISER / BARREL PIPE100 ACRES MAX.1800 CUBIC FEET PER ACRE OF DISTURBED AREA2:16:12 FEET24 HOURS3 MINIMUM3 YEARS MAXPRIMARY SPILLWAY:MAXIMUM DRAINAGE AREA:MINIMUM SURFACE AREA:MINIMUM L/W RATIO:MAXIMUM L/W RATIO:MINIMUM DEPTH:DEWATERING MECHANISM:MINIMUM DEWATERING TIME:BAFFLES REQUIRED:DESIGN LIFE:DAM HEIGHT:MINIMUM SEDIMENT STORAGE VOLUME:POINT OF DOWNSTREAM TOE.15 FEET OR LESS FROM TOP OF DAM TO LOWSUMMARY:TEMPORARY SEDIMENT BASIN12" SMOOTH WALLMIN. SIZE 15"CMPCOMPACTED EARTHEN DAMDISSIPATORSTONE ENERGY(PIPE OR DITCH)SKIMMER ATTACHED TO BOTTOM OF RISERand DESIGN MANUAL.SEE NC DENR EROSION and SEDIMENT CONTROL PLANNINGSTONE W/FABRIC9"-16"EMERGENCYRISER3’ MINSKIMMERTETHERQ25435 SQUARE FEET PER CFS OF PEAK INFLOWSW-20.20 PROFILE VIEWFILTER FABRICOR DITCH LINERDITCHLINEWOODEN STAKE WITH WATTLE ANCHORED TO THE TOP FLOWDITCHLINEFILTER FABRICOR DITCH LINERWOODEN STAKE8" FABRIC STAPLEFASTENED TO WOODEN STAKE BY NAIL OR STAPLE18"18"6" COVERNOTES:1.WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL2.SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE ENGINEER.3.WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND DROP INLETS WITH APPROVAL BY THE STORMWATER UTILITY MANAGER OR DESIGNEE.CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
WATTLE DETAIL
SW-20.2316"-20" DIAMETER STRAW FILLED WATTLE16"-20" DIAMETER STRAW FILLED WATTLE ABLA AND B ARE OF EQUAL ELEVATIONL = THE DISTANCE SUCH THAT POINTSSTABILAZATIONMATTING /SW-20.24FRONT VIEWHARDWARE CLOTHWASHED STONEFILTER OF #57CLOTH IN TRENCH.AND HARDWAREFILTER FABRIC,BURY WIRE FENCE,SILT FENCE4’ MINSECTION VIEWTHE WASHED STONE.ABOVE THE TOP OFMUST BE AT LEAST 1’TOP OF SILT FENCE2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.NOTES:STEEL POSTWOVEN WIRE FABRICON GROUND3’ FILTER FABRIC APRONFILTER FABRIC APRON IN TRENCHBURY 6" UPPER EDGE OF2:116"MINHARDWARE CLOTHBURY WIRE FENCE AND6"4"2’ INTO SOLID GROUNDMAX 2’ APART MINSTEEL POST SETCITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS
FENCE OUTLET
STANDARD SILT
DATE: 1/11/2012 DRAWN BY: WDP
WDP 10-9-2012
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
EFFLUENT
PUMP
MAINTENANCE
BROKEN OR FULL OF SEDIMENT
REPLACE BAGS THAT ARE TORN,

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193
RUNOFF WATER
FILTERED WATER
CONCRETE GUTTER
CONCRETE GUTTER
SPECIFIC APPLICATION
NO SCALE
#57 STONE
HARDWARE CLOTH
STEEL POST
HARDWARE CLOTH
CATCH BASIN
CATCH BASIN
STEEL POST
#57 STONE
ENGINEER
USED IN LIEU OF THIS DETAIL FOR REVIEW AND APPROVED BY THE
2. CONTRACTOR MAY SUBMIT OPTIONAL PROPRIOTORY PRODUCTS TO BE
WHERE THE USE OF A WATTLE AND GRAVEL BAGS WOULD CAUSE PONDING IN FRONT OF THE STRUCTURE
1. THIS METHOD OF INLET PROTECTION IS APPLICABLE AT EXISTING CURB INLETS
NOTES:
EXISTING GROUND EROSION CONTROL DETAILSEC-2C
CURB INLET
PROTECTION AT EXISTING NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
SW-20.25 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTREVISIONSNOTES
STRAW BALE
(TYP)
STRAW BALE10 mil PLASTIC LINING
VARIES
10’ MINIMUM
BINDER WIRE
(OPTIONAL)
NATIVE MATERIAL
(2 PER BALE)
STAPLES
(2 PER BALE)
METAL STAKES
WOOD OR
SECTION B-B
NOT TO SCALE
10 mil PLASTIC LINING
B B
PLAN
NOT TO SCALE
(OR EQUIVALENT)
SIGN DETAIL
CONCRETE WASHOUT
PAINTED WHITE
48"X24"
PLYWOOD
6" HEIGHT
BLACK LETTERS
LAG SCREWS
36"
36"
TYPE "ABOVE GRADE" WITH STRAW BALES
2"
8"
STEEL WIRE
1.12" DIA
DETAIL
STAPLE
WASHOUT
CONCRETE
10’ MINIMUM
VARIES
10 mil PLASTIC LINING
PLAN
NOT TO SCALE
10 mil PLASTIC LINING
WITH TWO STAKES
ENTIRE PERIMETER
FASTENED AROUND
WOOD FRAME SECURELY
WOOD FRAME
2X12 ROUGH
TWO-STACKED
(TYP)
STAKE
WITH WOOD PLANKS
TYPE "ABOVE GROUND"
SECTION B-B
NOT TO SCALE
B B
VARIES
10’ MINIMUM
AA
10 mil PLASTIC LINING
10 mil PLASTIC LINING
SANDBAG
BERM
BERM
3’
3 SIDES
FLAGGING ON
LATH AND
PLAN
NOT TO SCALE
SECTION A-A
NOT TO SCALE
SANDBAG
TYPE "BELOW GRADE"CONCRETE WASHOUTDRAWN BY: WDPDATE: 10/22/20123.5"X3.5"X8’
WOOD POST
STABILIZED TO PREVENT EROSION.
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
OF THE WORK AND DISPOSED OF OR RECYCLED.
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
FACILITY.
WITHIN 30’ OF THE TEMPORARY CONCRETE WASHOUT
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALESTEEL POSTFRONT VIEWSIDE VIEW2’-0"3’-0"26"FILL SLOPEGRADEWOVEN WIRE FABRIC40"WARNING SIGN DETAILDO NOT ENTERTREE PROTECTION AREA3"4"3"4"4"18"WARNING SIGNVARIABLE AS DIRECTED BY THE ENGINEER8’ MAX.GRADEWIRE FROM TOPINSTALLED TO SECONDSILT FENCE FABRICWIRESINTERMEDIATEMIN. 12-1/2 GA.LINE WIRESMIN. 10 GA.TREE PROTECTION AREADO NOT ENTER1.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.2.LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50’ ON CENTER THEREAFTER.FOR TREE PROTECTION AREAS LESS THAN 200’ IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.END OF SILT FENCE NEEDS TO BE TURNED UPHILL.FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.NOTES:3.4.5.6.7.8.9.10.MIN4"SILT FENCE GEOTEXTILE FABRICPLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE).SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;*MIN6"WIRE TIESPLASTIC ORCREDIT OF EXISTING TREES (UDO SECTION 7.2.7.E.)(UDO ARTICLE 9.1. TREE CONSERVATION) AND FORFOR PROTECTION OF TREE CONSERVATION AREASTHIS TREE PROTECTION FENCE DETAIL IS REQUIREDDO NOT DISTURB TREE CONSERVATION AREASLIFE OF FENCING: 6-9 MONTHSMAINTENANCE: CLEAN OUT AT 50% CAPACITYADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.FENCE DETAIL
CONSERVATION AREA
(SEDIMENT/SILT) / TREE
STANDARD TEMPORARY
TC-01
CITY OF RALEIGHPUBLIC WORKS DEPARTMENTDATE: 9/1/13REVISIONSNOT TO SCALESTEEL POST
FRONT VIEW
SIDE VIEW2’-0"3’-0"32" MIN. WIDTH26"WOVEN WIRE FABRIC
40"
WARNING SIGN DETAIL
DO NOT ENTER
TREE PROTECTION AREA3"4"3"4"4"18"
NOTES:
VARIABLE AS DIRECTED BY THE ENGINEER
8’ MAX.
GRADE
WIRES
INTERMEDIATE
MIN. 12-1/2 GA.
LINE WIRES
MIN. 10 GA.
TREE PROTECTION AREA
DO NOT ENTER
POLY BARRICADE FABRIC (TYPICAL)
HIGH - TENSILE STRENGTH
ORANGE, UV RESISTANT
WARNING SIGN
POLY BARRICADE FABRIC (TYPICAL)
HIGH - TENSILE STRENGTH
ORANGE, UV RESISTANT
WARNING SIGN
WIRE TIES
PLASTIC OR
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50’ ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200’ IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
CREDIT OF EXISTING TREES (UDO SECTION 7.2.7.E.)
(UDO ARTICLE 9.1. TREE CONSERVATION) AND FOR
FOR PROTECTION OF TREE CONSERVATION AREAS
THIS TREE PROTECTION FENCE DETAIL IS REQUIRED
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.FENCE DETAILCONSERVATION AREASTANDARD TREETC-02DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
190195195
195
195195195
195195
19
5195 200
200200
200
2
0
0
200200200
200
20020020
0200200200 200 200
200200200200
200200200205205205CONC S/W15 " HDP E15" RCP15" RCP
15"
R
C
P
18" RCP18" RCP
DI18" RCP18" PVC FENCE48" CHL
48" CHL
SSSCONC ISL
6" C
U
R
B
30" C&G
3
0
" C&G
BOLSGR
GR30" C&GBST30" C&G
30" C&G
30" C&G30" C&G
30" C&G 30" C&GBST30" C&G (PAVED OVER)US 401 - CAPITAL BLVD - NBL
(P
AVE
D OVE
R)
30" C&GCONC MED CBCBOTDIWIER=201.02’US 401 - CAPITAL BLVD - NBL
S
GREENWAYGREENWAYEXISTING R/W
CANOPY36" HDPEIN
V=186.15’INV=185.45’36" HDPEINV=190.16’WMHH
HH
T
HH
6" CI
2"8" STEEL
96 FO
144 FO8" STEEL
12
FO
12 FO
WOODS
1
WOODS
WOODS
2
3
CAB
SIG
POLE
SIG
W/LT
S
S
S
S
S SPOLE
SIG
GUY
CB BST
BST
BSTBST
S S
EIP
POLES(3)
FLAG
W/LT
POLE
SIG
S
BOL(3)
EIP
S
CB FDC
EX
IST
ING
RA
ILROAD
R
/W
E
X
ISTIN
G
R
A
IL
R
O
A
D
R
/
W
EXI
S
TI
NG RAI
LROAD R/WR/WEXI
STI
NGCRABTREE CREEKFAMILY CARE
TURNING POINT
INTERIORS & RUGS
GREEN FRONTN 1102’59" W74.86’N 4253’15" W91.59’N 4959’28" W30.37’N 3257’38" W656.86’N 3303’43" W405.88’YORK FAMILY PROPERTIES
DB 3408 PG 311
BM 1983 PG 959
YORK FAMILY PROPERTIES
DB 3408 PG 311
BM 1983 PG 959
RS REALTY LLC
DB 8453 PG 933
DI DI
FS
FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20
FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20
FES
2GI
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
FEMA REGULATORY FLOODWAY
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
FEMA REGULATORY FLOODWAY
FF
F
F
F F
F
F
F
F
C C
F
F
C
F F F F F
F
F
F
F C
C
F
F10+0015+00GRAU 350
GRAU 350
10+00 NPLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 4IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -MUP- PROFILE SEE SHT. 21
FOR -L- PROFILE SEE SHT. 16
FOR DRAINAGE PLAN SEE SHT. DR-4
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]MATCHLINE -L- STA. 20+00 SEE SHEET 5FES
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 4EROSION CONTROL FOREC-4EC-5FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
ARE INSTALLED. SEE EC-16 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
210210210215215
215
215
220
220
220
2
2
02252252
2
5
2
2
5230230230230
2302
3
0 2352
3
5
235235235
235FDC15" RCP18" RCP
SS48" CHL OH SIGNSSSYONKERS RD 24’ BST
30" C&G
6" CURB6" CURB30"C&G6" CURBS30" C&G
SYONKERS RD 24’ BST
MTLSS
30" C&GSS3
0
" C&G
3
0
" C&G48" CHL 48" CHL
WOODS
SS15" RCPCB18" RCPEXISTING R/W
EXISTING R/W
H
H
T
HH
HH
HH
T
HH
T
T
HH
MTR9
6
FO
14
4
FO
24
FO
12" CI
144 FO
96 FO
24 FO 12" CI
144 F
O
6 "4"8" STEEL
EOI
EOI
48 FO
30 FO12 FO
6"
6"
3
4
5
BST
BST
EIP
BST
BST
BST
W/LT
BST
WOODS
48" CHL
EIP
CB
SSSSSSCB
DI S
6
US 401 - CAPITAL BLVD - NBL
4
PUBLIC SAFETY
NC DEPT. OF
ELECTROSWITCH
S 3142’47" E648.48’S 3142’47" E482.39’N 3301’10" W677.41’RS REALTY LLC
DB 8453 PG 933
PROPERTIES
YORK FAMILY
DB 3542 PG 840
BM 1983 PG 959
VIRGINIA DOUGHTON FINLEY
DB 3157 PG 223
BM 1983 PG 959
COLLEGE FOUNDATION INC
DB 4395 PG 192
BM 1988 PG 1655
PROPERTIES
YORK FAMILY
DB 3542 PG 840
BM 1983 PG 959
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 5EROSION CONTROL FOREC-4E C -6
EC-5
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
ARE INSTALLED. SEE EC-17 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJN
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 5IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -L- PROFILE SEE SHT. 16
FOR DRAINAGE PLAN SEE SHT. DR-5MATCHLINE -L- STA. 20+00 SEE SHEET 4MAT C HL INE -L - S T A. 30+00 S E E S HE E T 6
-L-
25+00
F
F
F
F
F
F
F
F F
F
F
F
F
F
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
215
2
15 220220
220
225225225
225225
225225
225225 225230
230
230
230 230230230230230 230
230
230
230 230 230
235 235 235 235
235
235240
FDC
FDCBFP
CONC
18" R
CP 15" RCP15" RCP12" TC
CB
YONKERS RD 24’ BST
S
MTL
S
S
S
S
S
S
S
WD RET WALL CONC30" C&G
30" C&G 30" C&G24" C&G 72" CHL
48" CHL
48" CHL
48" CHL
W/LT
YONKERS RD 24’ BST
WOODS
WOODS
I-440 (BELTLINE)15" RCP15" RCP12" TCCB
TIMBER CURB 30" RCP30" RCPMB 1987 PG 1116
EX 20’ SANITARY SEWER EASEMENT
EIP
EXISTING R/W
BOL
HH
T
HH
MTR
MTRMTR
12" CI 144 FO
12 FO
12" CI
12 FO
4"
4"24" C&G144 F O48" CHL
6
BST
BST
7
BST
BST
BST
W/LT
FOUND
END NOT
GRAVEL
BST
POLEFLAGSLOTTERY
NC EDUCATION
ABC SUPPLY CO.
48" RCP 54
" RCP
18" RCP
48" RCP
JB
N 3301’10" W
412.03’N 5659’07" E373.94’COLLEGE FOUNDATION INC
DB 4395 PG 192
BM 1988 PG 1655
DB 15117 PG 2046
BM 1994 PG 370
CONTRACTORS SUPPLY CO INC
AMERICAN BUILDERS &
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 6EROSION CONTROL FOREC-6
EC-5 EC-7ARE INSTALLED. SEE EC-18 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NPLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 6IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -L- PROFILE SEE SHTS. 16 - 17
FOR DRAINAGE PLAN SEE SHT. DR-6MATC
HLINE -L- ST
A. 30+00 SEE S
HEET 5 MATCHLINE -L- STA. 40+00 SEE SHEET 735+00
F
C
F
F
F
FF
C
F
C
C
C
F
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
205
205205210
210
210
210210210210210210215215215215215215215
215
2
15
215215215215215 215215220
220220
220
220 220220
220220220220
220225
225225 225225 225225225230230230230
230 230
230 235235235235
235
235 240240240
240
240
245245
245
2
5
0250
S
S
S
GUY
GUY
GUYCONC
S/W15" RCP36" RCP30" R C P
15" RCP
1
5" R
C
P
CB30" RCPCB
CB
CB
CB8" DIP8" DIP12" CLAY
72" CHL
30"C&G
S
S
MTL
MTL
S
S
S
W/LT
CONC VALLEY
3
0
" C&G3
0
" C&GBST72" CHL3SBWS
30" C&G
48"CHL
W/LTRALEIGH BLVD NBLRALEIGH BLVD SBLCONC VALLEYS
S
CONC
S/W30" C&GCONC BRIDGE
CONC BRIDGE
15" RCPDI
(PER PLANS)JB
15" C
MP
HDCONC
36" RCP15" RCPINV IN=200.73’
DI
12" PL
A
STIC
12"
C
LA
Y
12" CLAY12" CLAY
4" PVC12" CLAY
PLACED BY GISMH NOT FOUND
POLESIG
CABSIG
POLESIG
LP
POLESIGCONC SWSLOPE PORTECTIONCONCSLOPE PORTECTIONCONCBM 1994 PG 1935EX 45’ ACCESS EASEMENTMB 1965 PG 260EX 30’ SANITARY SEWER EASEMENTMB 1987 PG 1116
EX 20’ SANITARY SEWER EASEMENT BM 1994, PAGE 1935SOUTHERN RAILROAD EASEMENTCENTERLINE OF ABANDONED 80’ NORFOLK 8EIP
EIP
10EXISTING R/W
EXI
STI
NG R/
W
EXISTING R/WHH
HH
HH HHHH
T T C
MTR
HHHH
MTR96-144 FO
12" CI
12 FO
96
-144
FO 144-96 FO12 FO12"12 FO
12"24 FO4"4"4"4"6 FOS
96 FO12-6 FO12-6 FO
EOI
12 FO
12 FO
EOI
EOIEOI
RALEI
GH BLVD BS
TBM 992 PG 1127
EX 40’ CROSS ACCESS EASEMENT
EIP42" RCPS
CONFLICT MH 30" C&G30" C&G30" C&G30" C&G3
0
" C&G2
4
" C&G7
9
11
BST
BUS
1S BK/MTL
13
BUS
1S BK/MTL
BST
BST
W/LT
YONKERS RD 24’ BST
EIP EIP
W/LT
W/LT
POLE
SIG
BST
30"C&GBST
W/LT
W/LT
I-440 (BELTLINE)
198.33’INV OUT=
SUPPLY CO.
YANDLE-WITHERSPOON
ELECTRICAL
WIRE &
NORFOLK42" CMP30" CMP48" RCPCREEK
CRABTREE
UT TO
54
" RCP
S 5536’26" W369.60’DB 15117 PG 2046S 5536’26" W368.24’JAMES H DOUGHTONN 3259’40" W
395.93’S 8224’57" W55.70’S 8010’53" W63.23’S 8314’58" W194.82’S 5651’03" E
306.46’N 8241’42" E203.09’N 8434’46" E56.45’N 7857’00" E82.75’YORK FAMILY PROPERTIESDB 3408 PG 311BM 1983 PG 959DB 15117 PG 2046
BM 1994 PG 370
SUPPLY CO INC
CONTRACTORS
BUILDERS &
AMERICAN
Y&W REALTY COMPANY
DB 6440 PG 453
BM 1994 PG 1935
YORK FAMILY PROPERTIES
DB 3408 PG 311
DFA LLC
DB 13672 PG 2055
BM 1986 PG 1345
BRM ASSOCIATES
DB 5347 PG 752
BM 1992 PG 1127
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 7EROSION CONTROL FOREC-7EC-6EC-8ARE INSTALLED. SEE EC-19 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJN
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 7IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -L- PROFILE SEE SHT. 17
FOR DRAINAGE PLAN SEE SHT. DR-7MATCHLINE
-L- STA. 50+00 SEE SHEET 8MATCHLINE -L- STA. 40+00 SEE SHEET 6GRAU 350
GRAU 350
GRAU 350
45+00
GRAU 350
F
F CF
C
F
F
F
C
FF
C
C
F
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
210
210
215
215
215
215
215
215
215220
220
220220
220
220
220
220 220 220 220 220
225
225
225
225
225
225 225 225
225
230
230
230
230
230 230
230
230
230
235
235
235
235
235
235
235
240
240
240
245
205205205210
2102
10210215
POSSIBLE JB
12" CLAY 10" CLAY
DI
DI
12" CLAY
12" CLAY
12" CLAY
12" CLAY
30" C&G
BST
BST
S
30" C&GGRAVEL
YONKERS RD 24’ BST
BST
BST
BST
S
MTL
MSE RET WALL
LP
LP
W/LT
BFP
MTL
MSE RET WALL
BILLBOARDW/LT W/LT
4" PVC12" CMP
S
I-440 (BELTLINE)
MTL
S
BM 1965 PG 260SANITARY SEWER ESMTEX CITY OF RALEIGH
EIP
EIP
EXISTING R/W
EXISTING R/W
GRAVEL
BM 1986 PG 134520’ PRI
VATE SEWER EASEMENTT
HH
T
12" CI
50 PR
4"24 FO200 PR600 PR24-12 FO
E
OI
12 FO
12 FO
12 FO
25 PR
50 PR
900 PR
30" C&G
48" EXP GUTTER
48" EXP GUTTER
36" SBG 36" SBG
6" CURB14
15
30" C&G
RAP
RIP FDC BST
BST
BST
OUT NOT FOUND
13 30" RCPAHERN RENTALS
PRO-BUILD
STORAGE
PUBLICDI
LOC.
APPROX.
DI
LOC.
APPROX.
DI
LOC.
APPROX.
DI
LOC.
APPROX.DI12" RCP15" RCPWALL36"
2
4"
JB
BLIND
30" RCP
30" RCP36" CMP
JB
BLIND
JB
BLIND
JB
BLIND
LOC.)
(APPROX.
BLIND JB
N 5641’47" W
188.65’
N 5535’21" W
34.03’
N 5206’51" W
99.12’
N 4802’57" W
100.15’
N 4325’51" W
98.11’S 3502’45" W480.51’
N 40 09’58" W
100.35’
N 3548’49" W
102.48’N 3400’59" E199.32’S 3441’06" W323.30’
N 5143’24" W
346.85’
HENRY H SINK JR TRUSTEE
RICHARD A WILLIAMS TRUSTEE
DB 14605 PG 808
BM 2011 PG 1243
YORK FAMILY PROPERTIES
DB 3413 PG 411
BM 1983 PG 959
DFA LLC
DB 13672 PG 2055
BM 1986 PG 1345
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 8EROSION CONTROL FOREC-8EC-7EC-9FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
ARE INSTALLED. SEE EC-20 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
BASIN 8-1. SEED AND MULCH BASIN SIDE SLOPES AND BERM TO MINIMIZE EROSION
CLEAR AND GRUB THE LOCATION OF SKIMMER BASIN 8-1 AND CONSTRUCT SKIMMER
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 8IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -L- PROFILE SEE SHTS. 17 - 18
FOR DRAINAGE PLAN SEE SHT. DR-8
55+00
F
F
F
C
C
F
F
C C
F
F
F
F
F
F
F
F
& MAITENANCE
BASIN DEWATERING
BASIN FOR SKIMMER
& SPECIAL STILLING
TEMPORARY PUMP
TO EXISTING PIPE INLET
OUTLET SKIMMER BASIN
2.7 days
Dewatering Time:
11 ft. weir
Orifice Diameter
with 1.0 inch
1.5 inch Skimmer
30 x 116 x 2
ID 8-1
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]MATCHLINE
-L- STA.
50+00 SEE SHEET 7MATCHLINE -L- STA. 60+00 SEE SHEET 9DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
195200205210
210
210210215
2
1
5215
215
215215215215215
215
215
215215
215
220 220225
8’ CLF
CONC MED
GRAVEL
FDCASP CURBASP CURBASP CURB
12" CMP (2)
DI
DI
15" RCP
18" RCP18" RCP3
0"
R
C
P
18" RCP
DI
24" RCP
DI
12" CLAY
8" DIP
SBST
48" CHL
MTL
YONKERS RD 24’ BST
S
48" CHL
S
FDCS
S
BST30" C&G30" C&GBST
W/LT
LP
W/LT
WOODSOH SIGN18" RCP15" RCPDI
DI
18" RCPDI
S
30" RCP30" RCPINV=201.04’
MTL
GR
17
18
EIP
MON
CON
EXISTING
R
/W
EXISTING R/W
BLDG
BM 1988, PG 57220’ DRAINAGE EASEMENTHH TT
C
CC
MTR12" CI
6
FO
12" C
I
96-12 FO
4"
4"HH12 FO
900 PR
900
PR
BST
16
POLE
GUY
W/LT
LP LP
BFP
I-440 (BELTLINE)
15
STONE
SCOTT
CHAIN & CABLE
CAROLINA
RFA CHURCH
DI
CRABTREE CREEKUT TO N 3548’49" W
102.48’
S
3146’33" E
54
.93
’S 3448’07" W500.09’
S
3146
’33" E
45
.69’
S
29
0
8
’10
" E S 5830’58" W487.15’N
3
016’53" E583.29’
BAGWELL HOLDINGS OF VIRGINIA LLC
DB 8194 PG 1129
BM 1988 PG 572
DB 15522 PG 1028
BM 1983 PG 959
GOD OF RALEIGH INC
FIRST ASSEMBLY OF
VIRGINIA DOUGHTON FINLEY
DB 3157 PG 223
BM 1983 PG 959
DB 3413 PG 411
BM 1983 PG 959
PROPERTIES
YORK FAMILY
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 9EROSION CONTROL FOREC-9EC-10EC-8ARE INSTALLED. SEE EC-12 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 9IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 70+50 SEE SHEET 10FOR -L- PROFILE SEE SHT. 18
FOR DRAINAGE PLAN SEE SHT. DR-9MATCHLINE -L- STA. 60+00 SEE SHEET 865+00
70+00
F
F
F
C
F
F
F
C
F
F
F
F
C
C
F
F
& MAITENANCE
BASIN DEWATERING
BASIN FOR SKIMMER
& SPECIAL STILLING
TEMPORARY PUMP
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
215215215215
215
215220
220220
220
220
220225 225225
225225 225225225
230
230
230230
CONC MED
MED
CONC
MED
CONCCONC CONC
CONC
CONC
ASPASPASP CURB
ASP CURB 6" CURBASP CURB
S
FDC ASP CURBMB
S
3
0"
C
&GBRK RET WALL
CONC S/W
CONC
CONC
PAVERS
ASP24" C&G24" C&G30" C&G30" C&GASP
ASP
ASP
18" RCP
15"
R
C
P
DI
DI
DI
YONKERS RD BST
LP
LP
W/LT
BASE
LP
CONC
S LP
S
LP
S
LPW/LT
S
YONKERS RD 20’ ASP
S
ASPHALT PARKING
S
S
S
S
S
DI
DI
15" R CP 24" RCP24" RCP18" RCP
48" CHL
48" CHL
S
EIPEIP
20
EIP
EXISTING R/W
EXISTING R/W
6" PVC
GND LT
HH
CHH
C
EOI
CHH
12" CI
96-12 FO 12 FO12 FO
96-12 FO12" CI12 FO
4"4"
4"
4"2"EOI
30" C&GASP CURB18
19
21
I-440 (BELTLINE)15" RCP PLACED PER PLAN (NOT FOUND)FERGUSON
YONKERS PARK
RFA CHURCH
22879
227.25
DI
OTCB
24" RCP15" RCPDI8"S 3152’00" W574.20’N
2
9
3
7’
0
1
" E5
4
0.
1
2
’N 29
55
’
2
7" E5
96.51’
DB 15522 PG 1028
BM 1983 PG 959
GOD OF RALEIGH INC
FIRST ASSEMBLY OF
WILLIAM D LOVE III LIVING TRUST
DB 12307 PG 1093
BM 1983 PG 1036
THOMAS HEDRICK PARTNERSHIP
DB 5663 PG 762
BM 1985 PG 1277
LDC WILIMINGTON INC
DB 12161 PG 2264
BM 1988 PG 116
BM 1986 PG 1004
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 10EROSION CONTROL FOREC-10EC-9EC-11ARE INSTALLED. SEE EC-22 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 81+00 SEE SHEET 11ROADWAY PLAN SHEET 10FOR -L- PROFILE SEE SHTS. 18 - 19
FOR DRAINAGE PLAN SEE SHT. DR-10MATCHLINE -L- STA. 70+50 SEE SHEET 975+00
80+00
F
F
F
F
F
C
C
C
F
C
C
C
CC
C
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
210
210
210
210
215
215
215
215 220220
225
225
225 225225
225
225
230
230230 230
230 2302302302302 3 0
230235235235235235235
235235
235
24" C&G
FLAG
30" C&G
FLAGPOLE(2)CONCDI
LP
LP
FDC
PAVERS S
GATE
S
24" C&G24" C&GWD RET WALL
30" C&GS
YONKERS RD 20’ ASP
BILLBOARDS
6" CURB
ASPHALT PARKING
CONC BARRIER CONC BARRIER 15" RCP15" RCP15" RCP
I-440 (BELTLINE)
48" CHL
MTL
W/LT
48" CHL
MTL
EIP
EXISTING R/W
EXISTING R/W
GND LT
GND LT
BFP
12" CI 12 FO
12 FO
12" CI
4"4"
12 FO
12 FO
24" C&G21
22
23
24
ASPHALT PARKING
ASPHALT PARKING
ASPPARKING
ASPHALT
HAGEMEYER
MATRIX
SUPPLY
STOCK BUILDING
CB
CB15" RCP
15" RCPS
2
8
2
7
’
0
1" W6
8
7.
3
8
’S 4658’52" W254.02’S 4301’08" E
100.00’S 4658’54" W416.75’S
0
7
3
3’23" E3
13.9
3’
S
2
5
4
7
’
5
2
" W2
2
9.
9
6
’
LDC WILIMINGTON INC
DB 12161 PG 2264
BM 1988 PG 116
BM 1986 PG 1004
LDC WILIMINGTON INC
DB 13261 PG 946
BM 1988 PG 116
JAMES H DOUGHTON
DB 3157 PG 223
BM 1983 PG 959
JOHN P CARROLL
BM 2009 PG 198
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 11EROSION CONTROL FOREC-11EC-10EC-12ARE INSTALLED. SEE EC-23 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA.
81+00 SEE SHEET 10MATCHLINE -L- STA. 91+00 SEE SHEET 12ROADWAY PLAN SHEET 11FOR -L- PROFILE SEE SHT. 19
FOR DRAINAGE PLAN SEE SHT. DR-11
85+00
90+00
F
F F F F
F
C
C
F
F
F
F
F
F
F
CC
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
FEMA REGULATORY FLOODWAY
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
180185185
185185190190190
190190190
195195195
195
195195195195195195
200
200200
200200200
205205
205210210
CONC DITCH
CONC DITCH
G
ATEGRAVEL
18" RCP 15" RCPDI
6" CURB 30" C&GASP
72" CHL
W/3SBW
MTL
36" RCP
HD/WW
CONC
MTL
48" CHL
48" CHL
48" CHL
48" CHL
DI15" RCPDI15" RCP24" DIP ?
INV. OUT=188.79’
INV=189.82’
INV=186.12’36" RCPDI15" RCP18" RCP
DI
18" RCPDI
OT DI15" RCP15" RCP 15" RCP15" R C P 15" RCP
(PER PLAN)
JB
I-440 (BELTLINE)
EXISTING R/W
FDC
T
H
H
W
H
H
12 FO
12" C
I
12" CI
12 FO
12" CI
4"
12 FO
12 FOHH
30" C&G6" CURB
24
BUS
1S MTL
ASP WOODS
YONKERS RD 21’ ASP
BUS
1S MTL
SUPPLY
STOCK BUILDING
MARSH
CREEK
L
PROPERTY
LINE
C

OF
CREEK
IS
JOHN P CARROLL
BM 2009 PG 198
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193
EC-12EC-11EC-13GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 12EROSION CONTROL FORARE INSTALLED. SEE EC-24 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 91+00 SEE SHEET 11ROADWAY PLAN SHEET 12FOR -L- PROFILE SEE SHTS. 19 - 20
FOR DRAINAGE PLAN SEE SHT. DR-12MATCHLINE -L- STA. 101+00 SEE SHEET 1395+00 100+00
F
F
F
F
C
F
F
F F
C
C
F
C C
C
FEMA REGULATORY FLOODWAY
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
FEMA REGULATORY FLOODWAY
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
185 190
190190
190190195
195
195
19
5
195 195
195195
195
200
200
200
2
0
0
205
205
POSSIBLE JB
15" RCP 15" RCPDI DI
DI
RCP15"
8" CLAY
S S
BIL
L
B
OAR
D
S
24" C&G
6" CURBS
YONKERS RD 21’ ASP
YONKERS RD 21’ ASP
24" C&G15" CMP
BILLBOARD24" C&GINV=190.81’
INV=192.25’
DI
HD/WW
CONCOH SIGNS
S48" CHL 48" CHL 48" CHL 15" RCP10" DIP10" DIP7.0’ X 7.0’ RCBC1 BARRELL1 8 " CLAY15" CLAY 15" RCP 8" CLAY15" RCP24" RCP PIPE SHOWN FROM PLANS (NOT FOUND)15" RCP18" RCP
I-440 (BELTLINE)
MTL
EXISTING R/W EXISTING R/W
S
T
HH
C
12 FO 12 FO
12" CI
12 FO
12" CIEOI
EOI EOIEOI
EOI
200 PR
12" CI
24" C&G
25
26
ASP ASP CONC
27
ASPHALT PARKING ASP
ASP
LP
LP
GND LT
LP
24" C&G
28
EDGE OF RESURFACING
VACANTTHE MEN’S CLUB UT TO MARSH CREEKS 4031’15" W534.50’S 4031’15" W385.99’N 8750’45" W
171.75’
N 8750’45" W
453.21’
N 0028’17" W262.56’
BIG DECK PARKING LLC
DB 11757 PG 1797
BM 1972 PG 487
WILLIAM S PEELER
DB 7599 PG 733
BM 1972 PG 487
HOUSE OF LIGHTS INC
DB 2050 PG 537
BM 1972 PG 487
JOHN S. CARBONE LLC
DB 15881 PG 1707
BM 2005 PG 541
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 13EROSION CONTROL FOREC-13EC-12EC-14ARE INSTALLED. SEE EC-25 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER ROADWAY PLAN SHEET 13FOR -L- PROFILE SEE SHT. 20
FOR DRAINAGE PLAN SEE SHT. DR-13MATCHLINE -L- STA. 101+00 SEE SHEET 12MATCHLINE -L- STA. 111+00 SEE SHEET 14-L-
GRAU 350 105+00
110+00
GRAU 350
F
F
C
F
F
F
F
F
F
F
C
F
FC
F
F
F
F F
FES
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
205
205205
210210
210
210
210 210 210
2
1
5
215
215 215
215
215220 220
220
220220220220
2202202202202252252
2
5
2
2
5 225
21530"
R
C
P18" RCP18" RCP
DI
8" CLAY 8" CLAY
8" CLAY
8"
C
L
A
Y
FDC
S15" RCPS
S
MTL
MTLOH SIGNS
S
W
O
O
D
S
48" CHL
48" CHL
48" CH
LOT DI
MTL
EIP EXISTING R/W
BM 2005, PG 541
20’ DRAINAGE EASEMENT
BOL HHTTTT
C
EO
I12" CI
12
FO
12
" C
I12 FO2
0
0
PR
200 PR
12 FO
28
29
R/W MONMTR
MTR
ASP
EIP
MTR
ASP
EIP
LP
30
I-440 (BELTLINE)
31
27
APROX. LOC
CONC. SW
SUPPLY
HUGH’S PLUMBING
SON, INC.
M. ADLER’SS 4037’15" W257.37’S 4927’39" E
141.41’S 4020’27" W167.32’N 4417’49" W
27.37’
N 6633’51" W
70.78’S 7553’35" W70.78’N 4850’45" W
N 3908’19" EN 4417’49" W
245.94’S 6942’44" W420.00’S 6930’10" W650.00’MARK ADLER
DB 11284 PG 2696
BM 2005 PG 541
ST DAVIDS SCHOOL
DB 14830 PG 1917
TRI-POINT LAND LLC
DB 10573 PG 1240
HOUSE OF LIGHTS INC
DB 2050 PG 537
BM 1972 PG 487
JOHN S. CARBONE LLC
DB 15881 PG 1707
BM 2005 PG 541
214
119
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 14EROSION CONTROL FOREC-14EC-13EC-15ARE INSTALLED. SEE EC-12 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER ROADWAY PLAN SHEET 14FOR -L- PROFILE SEE SHT. 20
FOR DRAINAGE PLAN SEE SHT. DR-14MATCHLINE -L- STA. 111+00 SEE SHEET 13MATCHLINE -L- STA. 121+00 SEE SHEET 15-L-
115+00
120+00SIDEWALK
TIE TO EX.FFF
F
F FF
F F
F
F
F
FFC
F
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
215
220220
2202
2
0
220220220220220225225225225
2
2
5
225
225225225
225230230230230230230
230
2
3
0
2
3
0
230
2
3
0
230230230230235235235235235235235
235
2352352
3
5
235235
235GRAVEL8" CLAY
S
S
YONKERS RD 20’ ASP
72"CHL W3SBW
GATE
YONKE
RS RD AS
P
48’CHL
48" C
H
L
GRAVELGATE
S S
MTL
S
C
ONC
MED BARRIER
MTL
US 64
N
E
W
B
E
R
N
A
V
E
E
B
L
US 64 NE
W BERN AVE WBL
48" CHL
4
8
" CHL BILLBOARD
15" RCP
WALLBK
15" RCPMTLEXISTING R/W
SHOD-2 YARD
S
HOD-
2 YARDEXISTING R/W
EXISTING R/WE
X
2
5’ CROS
S ACCE
S
S
E
AS
E
ME
NT
SSKELLY AUSTIN DR
OUT NOT FOUND
POSS JB
TOP=228.15’
18" RCP
18" R
CP
CONC SLAB
DI
R
C
P
15"
H
H
C
CHH
T
HHSHH
HH
C
HH
HHHH
HHTHH HHEOIE
OI EOIEOI
W
12" CI
12" CI 24"
DI
4"
4"EOIEOI
24 FO
200 PR
EOI
30" C&G
30" C&G
CONC SW
31
32
33
ASP
LP
LP
ASP
ASPHALT PARKING
GATE
WOODS
POLE
SIG
CAB
SIG
LP
EIP
S
S
S
S
POLE
SIG
S
S
S
POLE
SIG
SMTR
S
S
S
LP
LP
LP
LP
S18" RCPDI
DI
RAMP
SOUTHBOUND
APPROXI
MATE DRI
VEWAY LOCATI
ONAPPROXI
MATE DRI
VEWAY LOCATI
ONFREIGHTLINER
CAROLINA
SUBSTATION
ELECTRICAL
S 2029’50" E
350.60’S 6955’14" W383.85’S 6955’14" W278.99’N 4510’50" W
503.28’
TRI-POINT LAND LLC
DB 10573 PG 1240
DUKE ENERGY PROGRESS INC
DB 15289 PG 2437
LORI P ALLEN
AND WIFE
LAWRENCE C ALLEN
DB 8459 PG 1296
BM 1999 PG 1761
N 7031’52" E
1.94’
TRI-POINT LAND LLC
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 GRUBBING PHASECLEARING &ROADWAY PLAN SHEET 15EROSION CONTROL FOREC-15EC-14ARE INSTALLED. SEE EC-27 FOR FINAL GRADE EROSION CONTROLS.
TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE PATTERNS
AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION.
BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA
INSTALL PERIMETER EROSION CONTROLS (SILT FENCE)
PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES
EROSION CONTROL PHASING NOTES:
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJN
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER ROADWAY PLAN SHEET 15FOR -L- PROFILE SEE SHT. 21
FOR DRAINAGE PLAN SEE SHT. XX-XMATCHLINE -L- STA. 121+00 SEE SHEET 14GRAU 350
GRAU
3
5
0
125+00
1
3
0
+
0
0
135+00
F
F
F
F
F
F
F
F
F F
FF
F
F
F
F
F
F
FF
F
F
F
F
FES
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
190195195
195
195195195
195195
19
5195 200
200200
200
2
0
0
200200200
200
20020020
0200200200 200 200
200200200200
200200200205205205CONC S/W15 " HDP E15" RCP15" RCP
15"
R
C
P
18" RCP18" RCP
DI18" RCP18" PVC FENCE48" CHL
48" CHL
SSSCONC ISL
6" C
U
R
B
30" C&G
3
0
" C&G
BOLSGR
GR30" C&GBST30" C&G
30" C&G
30" C&G30" C&G
30" C&G 30" C&GBST30" C&G (PAVED OVER)US 401 - CAPITAL BLVD - NBL
(P
AVE
D OVE
R)
30" C&GCONC MED CBCBOTDIUS 401 - CAPITAL BLVD - NBL
S
GREENWAYGREENWAYEXISTING R/W
CANOPY36" HDPEIN
V=186.15’INV=185.45’36" HDPEINV=190.16’WMHH
HH
T
HH
6" CI
2"8" STEEL
96 FO
144 FO8" STEEL
12
FO
12 FO
WOODS
1
WOODS
WOODS
2
3
CAB
SIG
POLE
SIG
W/LT
S
S
S
S
S SPOLE
SIG
GUY
CB BST
BST
BSTBST
S S
EIP
POLES(3)
FLAG
W/LT
POLE
SIG
S
BOL(3)
EIP
S
CB FDC
EX
IST
ING
RA
ILROAD
R
/W
E
X
ISTIN
G
R
A
IL
R
O
A
D
R
/
W
EXI
S
TI
NG RAI
LROAD R/WR/WEXI
STI
NGCRABTREE CREEKFAMILY CARE
TURNING POINT
INTERIORS & RUGS
GREEN FRONTN 1102’59" W74.86’N 4253’15" W91.59’N 4959’28" W30.37’N 3257’38" W656.86’N 3303’43" W405.88’YORK FAMILY PROPERTIES
DB 3408 PG 311
BM 1983 PG 959
YORK FAMILY PROPERTIES
DB 3408 PG 311
BM 1983 PG 959
RS REALTY LLC
DB 8453 PG 933
RCP-III
15" RCP-III 15"
CB
CB
CB
CB
CB
DI DI
RETAIN
REMOVE
RETAIN
RCP-III
15"
SEE DETAIL B
LATERAL V DITCH
15" RCP-III
RCP-III
15"
CB
CB
CB
OTCB
REPLACE RETAI
NR
C
P-III
18"
LATERAL ’V’ DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
-L- STA. 14+00 TO STA. 15+75 RT
b=5.0 Ft.
Min. D=1.0 Ft.
DETAIL B
Ground
Natural
Slope
Fill
w/MH
JB
15" RCP-III
15" RCP-III
W/7 SY GEOFAB
2 TONS CL B RIPRAP
RCP-III
15"
FS2:1D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 11+39.14 TO STA. 12+25 RT
DETAIL O
B=6 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL O
SP. LAT. BASE DITCH
REMOVE
W/10 SY GEOFAB
3 TONS CL B RIPRAP
FES18" RCP-III
2GI
RCP-III
15"
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.01
.02
.
0
2
.0
1
.0
0
.0
1
.0
2
.
0
3
.
0
4 .04.03.02.02
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 FINAL GRADE PHASEROADWAY PLAN SHEET 4EROSION CONTROL FOREC-16EC-17FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
OF ALL CONTRIBUTORY DRAINAGE AREAS EROSION CONTROL DEVICES
UPON COMPLETION OF ROADWAY CONSTRUCTION AND STABILIZATION
INLET PROTECTION AT INLETS AND WATTLES IN DITCH LINES.
AS PROPOSED INLETS, PIPES AND DITCHES ARE CONSTRUCTED PLACE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
FF
F
F
F F
F
F
F
F
C C
F
F
C
F F F F F
F
F
F
F C
C
F
F10+0015+00GRAU 350
GRAU 350
10+00 NPLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 4IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -MUP- PROFILE SEE SHT. 21
FOR -L- PROFILE SEE SHT. 16
FOR DRAINAGE PLAN SEE SHT. DR-4MATCHLINE -L- STA. 20+00 SEE SHEET 5FEMA REGULATORY FLOODWAY
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
FEMA REGULATORY FLOODWAY
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
RCP-III 15"
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
210210210215215
215
215
220
220
220
2
2
02252252
2
5
2
2
5230230230230
2302
3
0 2352
3
5
235235235
235FDC15" RCP18" RCP
SS48" CHL OH SIGNSSSYONKERS RD 24’ BST
30" C&G
6" CURB6" CURB30"C&G6" CURBS30" C&G
SYONKERS RD 24’ BST
MTLSS
30" C&GSS3
0
" C&G
3
0
" C&G48" CHL 48" CHL
WOODS
SS15" RCPCB18" RCPEXISTING R/W
EXISTING R/W
H
H
T
HH
HH
HH
T
HH
T
T
HH
MTR9
6
FO
14
4
FO
24
FO
12" CI
144 FO
96 FO
24 FO 12" CI
144 F
O
6 "4"8" STEEL
EOI
EOI
48 FO
30 FO12 FO
6"
6"
3
4
5
BST
BST
EIP
BST
BST
BST
W/LT
BST
WOODS
48" CHL
EIP
CB
SSSSSSCB
DI S
6
US 401 - CAPITAL BLVD - NBL
4
PUBLIC SAFETY
NC DEPT. OF
ELECTROSWITCH
S 3142’47" E648.48’S 3142’47" E482.39’N 3301’10" W677.41’RS REALTY LLC
DB 8453 PG 933
PROPERTIES
YORK FAMILY
DB 3542 PG 840
BM 1983 PG 959
VIRGINIA DOUGHTON FINLEY
DB 3157 PG 223
BM 1983 PG 959
COLLEGE FOUNDATION INC
DB 4395 PG 192
BM 1988 PG 1655
PROPERTIES
YORK FAMILY
DB 3542 PG 840
BM 1983 PG 959
15" RCP-III RCP-III 15" 15
" RCP
-III 15" RCP-III CB
CB
CB CB
CB
w/MH
TB JB REMOVERETAIN RETAINRETAINRCP-
I
I
I 15"
RCP-III
15"
15" RCP-III
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.02.03.04.04.03.02.01.00.01.02.03.04.04.03.02.01.00.01.02.02.03.04
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 FINAL GRADE PHASEROADWAY PLAN SHEET 5EROSION CONTROL FOREC-17EC-16E C -18
FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
OF ALL CONTRIBUTORY DRAINAGE AREAS EROSION CONTROL DEVICES
UPON COMPLETION OF ROADWAY CONSTRUCTION AND STABILIZATION
INLET PROTECTION AT INLETS AND WATTLES IN DITCH LINES.
AS PROPOSED INLETS, PIPES AND DITCHES ARE CONSTRUCTED PLACE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJN
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 5IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -L- PROFILE SEE SHT. 16
FOR DRAINAGE PLAN SEE SHT. DR-5MATCHLINE -L- STA. 20+00 SEE SHEET 4MAT C HL INE -L - S T A. 30+00 S E E S HE E T 6
-L-
25+00
F
F
F
F
F
F
F
F F
F
F
F
F
F
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
215
2
15 220220
220
225225225
225225
225225
225225 225230
230
230
230 230230230230230 230
230
230
230 230 230
235 235 235 235
235
235240
FDC
FDCBFP
CONC
18" R
CP 15" RCP15" RCP12" TC
CB
YONKERS RD 24’ BST
S
MTL
S
S
S
S
S
S
S
WD RET WALL CONC30" C&G
30" C&G 30" C&G24" C&G 72" CHL
48" CHL
48" CHL
48" CHL
W/LT
YONKERS RD 24’ BST
WOODS
WOODS
I-440 (BELTLINE)15" RCP15" RCP12" TCCB
TIMBER CURB 30" RCP30" RCPMB 1987 PG 1116
EX 20’ SANITARY SEWER EASEMENT
EIP
EXISTING R/W
BOL
HH
T
HH
MTR
MTRMTR
12" CI 144 FO
12 FO
12" CI
12 FO
4"
4"24" C&G144 F O48" CHL
6
BST
BST
7
BST
BST
BST
W/LT
FOUND
END NOT
GRAVEL
BST
POLEFLAGSLOTTERY
NC EDUCATION
ABC SUPPLY CO.
48" RCP 54
" RCP
18" RCP
48" RCP
JB
N 3301’10" W
412.03’N 5659’07" E373.94’COLLEGE FOUNDATION INC
DB 4395 PG 192
BM 1988 PG 1655
DB 15117 PG 2046
BM 1994 PG 370
CONTRACTORS SUPPLY CO INC
AMERICAN BUILDERS &
RET
AIN
RET
AIN
RETAIN RETAINRETAINCB
w/MH
JB
CB
CB
RCP-III
18"
RCP-III
15"
15" RCP-III
SEE DETAIL G
BEHIND RET. WALL
CONCRETE DITCH
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK SEE DETAIL F
OF CURB DITCH
SP. CUT BACK
ELEV. 230.0
FS MIN ELEV. 229.0
FS MIN
RETAINDETAIL G
BEHIND RETAINING WALL
CONCRETE DITCH
~DB4"( Not to Scale)
WALL
RETAINING
BREAKER
BOND
SLOPE
FRONT DITCH
B= 1.0’
D= 1.0’
-L- STA. 37+65 TO STA. 38+70 RT
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK
CB
DI
ADJUST
EXTEND 15"RCP
COLLAR &
1:2
3:1
d
Type of Liner= PSRM Max. d=1.0 Ft.
SEE DETAIL N
W/ PSRM
OF CURB DITCH
SP. CUT BACK
RETAIN
RETAIN RETAINw/MH
JB
RETAINDI
REMOVE
RETA
IN
2GI
DI
REMOVE
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 39+50 TO STA. 43+50 LT
-L- STA. 32+35 TO STA. 39+00 LT
DETAIL F
GROUND
NATURAL
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 31+50 TO STA. 32+35 LT
DETAIL N
GROUND
NATURAL
RCP-III
15"
CB
TO MH
CONV. SLAB
(SP. DET.)
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.04.03.02+40.62(TYP.)
19’
.04 .02POWER POLE
DO NOT DISTURB

DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 FINAL GRADE PHASEROADWAY PLAN SHEET 6EROSION CONTROL FOREC-18
EC-17 EC-19FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
OF ALL CONTRIBUTORY DRAINAGE AREAS EROSION CONTROL DEVICES
UPON COMPLETION OF ROADWAY CONSTRUCTION AND STABILIZATION
INLET PROTECTION AT INLETS AND WATTLES IN DITCH LINES.
AS PROPOSED INLETS, PIPES AND DITCHES ARE CONSTRUCTED PLACE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJN
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 6IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -L- PROFILE SEE SHTS. 16 - 17
FOR DRAINAGE PLAN SEE SHT. DR-6MATC
HLINE -L- ST
A. 30+00 SEE S
HEET 5 MATCHLINE -L- STA. 40+00 SEE SHEET 7-L-
35+00
F
C
F
F
F
FF
C
F
C
C
C
F
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
FLOW
FLOW
FLOW
FLOW FLOW
FLOW
FLOW
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
205
205205210
210
210
210210210210210210215215215215215215215
215
2
15
215215215215215 215215220
220220
220
220 220220
220220220220
220225
225225 225225 225225225230230230230
230 230
230 235235235235
235
235 240240240
240
240
245245
245
2
5
0250
S
S
S
GUY
GUY
GUYCONC
S/W15" RCP36" RCP30" R C P
15" RCP
1
5" R
C
P
CB30" RCPCB
CB
CB
CB8" DIP8" DIP12" CLAY
72" CHL
30"C&G
S
S
MTL
MTL
S
S
S
W/LT
CONC VALLEY
3
0
" C&G3
0
" C&GBST72" CHL3SBWS
30" C&G
48"CHL
W/LTRALEIGH BLVD NBLRALEIGH BLVD SBLCONC VALLEYS
S
CONC
S/W30" C&GCONC BRIDGE
CONC BRIDGE
15" RCPDI
(PER PLANS)JB
15" C
MP
HDCONC
36" RCP15" RCPDI
12" PL
A
STIC
12"
C
LA
Y
12" CLAY12" CLAY
4" PVC12" CLAY
PLACED BY GISMH NOT FOUND
POLESIG
CABSIG
POLESIG
LP
POLESIGCONC SWSLOPE PORTECTIONCONCSLOPE PORTECTIONCONCBM 1994 PG 1935EX 45’ ACCESS EASEMENTMB 1965 PG 260EX 30’ SANITARY SEWER EASEMENTMB 1987 PG 1116
EX 20’ SANITARY SEWER EASEMENT BM 1994, PAGE 1935SOUTHERN RAILROAD EASEMENTCENTERLINE OF ABANDONED 80’ NORFOLK 8EIP
EIP
10EXISTING R/W
EXI
STI
NG R/
W
EXISTING R/WHH
HH
HH HHHH
T T C
MTR
HHHH
MTR96-144 FO
12" CI
12 FO
96
-144
FO 144-96 FO12 FO12"12 FO
12"24 FO4"4"4"4"6 FOS
96 FO12-6 FO12-6 FO
EOI
12 FO
12 FO
EOI
EOIEOI
RALEI
GH BLVD BS
TBM 992 PG 1127
EX 40’ CROSS ACCESS EASEMENT
EIP42" RCPS 30" C&G30" C&G30" C&G30" C&G3
0
" C&G2
4
" C&G7
9
11
BST
BUS
1S BK/MTL
13
BUS
1S BK/MTL
BST
BST
W/LT
YONKERS RD 24’ BST
EIP EIP
W/LT
W/LT
POLE
SIG
BST
30"C&GBST
W/LT
W/LT
I-440 (BELTLINE)
SUPPLY CO.
YANDLE-WITHERSPOON
ELECTRICAL
WIRE &
NORFOLK42" CMP30" CMP48" RCPCREEK
CRABTREE
UT TO
54
" RCP
S 5536’26" W369.60’DB 15117 PG 2046S 5536’26" W368.24’JAMES H DOUGHTONN 3259’40" W
395.93’S 8224’57" W55.70’S 8010’53" W63.23’S 8314’58" W194.82’S 5651’03" E
306.46’N 8241’42" E203.09’N 8434’46" E56.45’N 7857’00" E82.75’YORK FAMILY PROPERTIESDB 3408 PG 311BM 1983 PG 959DB 15117 PG 2046
BM 1994 PG 370
SUPPLY CO INC
CONTRACTORS
BUILDERS &
AMERICAN
Y&W REALTY COMPANY
DB 6440 PG 453
BM 1994 PG 1935
YORK FAMILY PROPERTIES
DB 3408 PG 311
DFA LLC
DB 13672 PG 2055
BM 1986 PG 1345
BRM ASSOCIATES
DB 5347 PG 752
BM 1992 PG 1127RETAINRCP-III 15" 15" RCP
-
I
I
I
CB
CB
CB
DI
CB
HW
RETA
IN
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK
CB
RETAIN
REMOVE
RCP-III
15"
R ETA IN
RETAINRETAIN
RCP-III
36"
W/28 SY GEOFAB
11 TONS CL B RIPRAP
w/MH
JB
ROD & LUG
2 ELBOWS
15" CSP
w/MH
JB 15"
R
C
P
-III
15" RCP-III
SEE DETAIL D
SP. LAT. V DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:1D
-L- STA. 44+00 TO STA. 44+50 LT
Min. D=1.5 Ft.
DETAIL D
Ground
Natural
Flatter3:1 or
Slope
Fill
REMOVE
15" RCP-III
w/MH
JB
d
Type of Liner= PSRM Max. d=1.0 Ft.
SEE DETAIL N
W/ PSRM
OF CURB DITCH
SP. CUT BACK
(BURIED 1.0’)
54" RCP-III
OF 42" RCP
REMOVE 8’RETAINR
E
T
AI
N RETAINRETAINRETAI
NFlatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 39+50 TO STA. 43+00 LT
DETAIL F
GROUND
NATURAL
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 43+00 TO STA. 44+00 LT
DETAIL N
GROUND
NATURAL
18" R
C
P
-III 2:12:1
D
( Not to Scale)
STANDARD ’V’ DITCH
BEG. ELEV=214.7, END ELEV=214.6
-L- STA. 42+64 LT, S=0.56%, L=20’
Min. D=1.5 Ft.
DETAIL E
Ground
Natural
Ground
Natural
SEE DETAIL E
STD. V DITCH
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.02.03.04.04.03.02.00.01.02.03.04.04.03.02.01.00.00.01.02.03.04.01
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 FINAL GRADE PHASEROADWAY PLAN SHEET 7EROSION CONTROL FOREC-19EC-18EC-20FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
EROSION CONTROL DEVICES SHALL BE REMOVED.
STABILIZATION OF ALL CONTRIBUTORY DRAINAGE AREAS
UPON COMPLETION OF ROADWAY CONSTRUCTION AND
WATTLES IN DITCH LINES.
CONSTRUCTED PLACE INLET PROTECTION AT INLETS AND
AS PROPOSED INLETS, PIPES AND DITCHES ARE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJN
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 7IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -L- PROFILE SEE SHT. 17
FOR DRAINAGE PLAN SEE SHT. DR-7MATCHLINE
-L- STA. 50+00 SEE SHEET 8MATCHLINE -L- STA. 40+00 SEE SHEET 6GRAU 350
GRAU 350
GRAU 350
45+00
GRAU 350
F
F CF
C
F
F
F
C
FF
C
C
F
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
210
210
215
215
215
215
215
215
215220
220
220220
220
220
220
220 220 220 220 220
225
225
225
225
225
225 225 225
225
230
230
230
230
230 230
230
230
230
235
235
235
235
235
235
235
240
240
240
245
205205205210
2102
10210215
POSSIBLE JB
12" CLAY 10" CLAY
DI
DI
12" CLAY
12" CLAY
12" CLAY
12" CLAY
30" C&G
BST
BST
S
30" C&GGRAVEL
YONKERS RD 24’ BST
BST
BST
BST
S
MTL
MSE RET WALL
LP
LP
W/LT
BFP
MTL
MSE RET WALL
BILLBOARDW/LT W/LT
4" PVC12" CMP
S
I-440 (BELTLINE)
MTL
S
BM 1965 PG 260SANITARY SEWER ESMTEX CITY OF RALEIGH
EIP
EIP
EXISTING R/W
EXISTING R/W
GRAVEL
BM 1986 PG 134520’ PRI
VATE SEWER EASEMENTT
HH
T
12" CI
50 PR
4"24 FO200 PR600 PR24-12 FO
E
OI
12 FO
12 FO
12 FO
25 PR
50 PR
900 PR
30" C&G
48" EXP GUTTER
48" EXP GUTTER
36" SBG 36" SBG
6" CURB14
15
30" C&G
RAP
RIP FDC BST
BST
BST
OUT NOT FOUND
13 30" RCPAHERN RENTALS
PRO-BUILD
STORAGE
PUBLICDI
LOC.
APPROX.
DI
LOC.
APPROX.
DI
LOC.
APPROX.
DI
LOC.
APPROX.DI12" RCP15" RCPWALL36"
2
4"
JB
BLIND
30" RCP
30" RCP36" CMP
JB
BLIND
JB
BLIND
JB
BLIND
LOC.)
(APPROX.
BLIND JB
N 5641’47" W
188.65’
N 5535’21" W
34.03’
N 5206’51" W
99.12’
N 4802’57" W
100.15’
N 4325’51" W
98.11’S 3502’45" W480.51’
N 40 09’58" W
100.35’
N 3548’49" W
102.48’N 3400’59" E199.32’S 3441’06" W323.30’
N 5143’24" W
346.85’
HENRY H SINK JR TRUSTEE
RICHARD A WILLIAMS TRUSTEE
DB 14605 PG 808
BM 2011 PG 1243
YORK FAMILY PROPERTIES
DB 3413 PG 411
BM 1983 PG 959
DFA LLC
DB 13672 PG 2055
BM 1986 PG 1345
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK
CB
CB
2GI
FS
15" RCP-III
CB
RETAIN
RETAI
NTO ACCEPT 12" CMP FROM I-440
CONSTRUCTION ADJUST LOCATION OF 0808
FROM I-440 (OUTLET NOT FOUND). DURING
NOTE: 0808 PLACED TO ACCEPT 12" CMP
CB15" RCP-III
12" CSP
COLLAR & EXTEND
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 52+00 TO STA. 53+00 LT
DETAIL F
GROUND
NATURAL
CB
CB
RETAI
NBOXES
EXISTING
RETAIN 36" RCP-
I
I
I
2:12:1D
( Not to Scale)
d
STANDARD ’V’ DITCH
BEG. ELEV=201.03, END ELEV=197.50
-L- STA. 57+30 RT, S=2.8%, L=125’
Type of Liner= Class I Rip-Rap
Max. d=2.5 Ft.
Min. D=2.5 Ft.
DETAIL R
Ground
Natural
Ground
Natural
Geotextile
SYSTEM
RETAIN
SEE DETAIL R
W/ CL I RIPRAP
STANDARD V DITCH
P
P
BLIND JB
36" CMP &
100’ OF EX.
EX. 30" RCP,
54’ OF
REMOVE
PLUG
RETAIN
RETAI
NSINKHOLE
REPAIR
JB w/MH
36"
R
CP-III
15" RCP-III
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.04.03.02.01.00.01.02.02.03.04.04.03.02.02
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 FINAL GRADE PHASEROADWAY PLAN SHEET 8EROSION CONTROL FOREC-20EC-19EC-21FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
CONTRIBUTORY DRAINAGE AREAS, EROSION CONTROL DEVICES SHALL BE REMOVED.
UPON COMPLETION OF ALL REMAINING ROADWAY CONSTRUCTION AND STABILIZATION OF ALL
CONNECT PROPOSED 36" PIPE TO COMPLETE SYSTEM CONSTRUCTION
ONCE OUTFALL IS STABILIZED, PLUG AND REMOVE EXISTING 30"/36" PIPE LISTED ABOVE AND
REMOVE SKIMMER BASIN 8-1, CONSTRUCT AND STABILIZE THE REMAINDER OF THE DITCH OUTFALL
PROTECTION AT INLETS AND WATTLES IN DITCH LINES.
AS PROPOSED INLETS, PIPES AND DITCHES ARE CONSTRUCTED PLACE INLET
OR CONNECT THE PROPOSED 36" PIPE LINK FROM 53+45 TO 54+77 RIGHT
CONSTRUCT ROADWAY IMPROVEMENTS, DO NOT PLUG OR REMOVE EXISTING 30"/36" PIPE
TO MINIMIZE EROSION.
INSTALL SKIMMER BASIN 8-1. SEED AND MULCH BASIN SIDE SLOPES AND BERM
ARE COMPLETE AND STABILIZED.
CONSTRUCT ANY UPSTREAM STORM DRAINAGE UNTIL OUTFALL IMPROVEMENTS
CONSTRUCT AND STABILIZE OUTFALL IMPROVEMENTS AT 57+50 RIGHT. DO NOT
EROSION CONTROL PHASING NOTES:
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 8IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER
FOR -L- PROFILE SEE SHTS. 17 - 18
FOR DRAINAGE PLAN SEE SHT. DR-8MATCHLINE
-L- STA.
50+00 SEE SHEET 7MATCHLINE -L- STA. 60+00 SEE SHEET 955+00
F
F
F
C
C
F
F
C C
F
F
F
F
F
F
F
F
& MAITENANCE
BASIN DEWATERING
BASIN FOR SKIMMER
& SPECIAL STILLING
TEMPORARY PUMP
TO EXISTING PIPE INLET
OUTLET SKIMMER BASIN
2.7 days
Dewatering Time:
11 ft. weir
Orifice Diameter
with 1.0 inch
1.5 inch Skimmer
30 x 116 x 2
ID 8-1
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
RCP-
I
I
I30"
36" RCP-III
36" RCP-III
RCP-III30"
REPLACE
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
195200205210
210
210210215
2
1
5215
215
215215215215215
215
215
215215
215
220 220225
8’ CLF
CONC MED
GRAVEL
FDCASP CURBASP CURBASP CURB
12" CMP (2)
DI
DI
15" RCP
18" RCP18" RCP3
0"
R
C
P
18" RCP
DI
24" RCP
DI
12" CLAY
8" DIP
SBST
48" CHL
MTL
YONKERS RD 24’ BST
S
48" CHL
S
FDCS
S
BST30" C&G30" C&GBST
W/LT
LP
W/LT
WOODSOH SIGN18" RCP15" RCPDI
DI
18" RCPDI
S
30" RCP30" RCPINV=201.04’
MTL
GR
17
18
EIP
MON
CON
EXISTING
R
/W
EXISTING R/W
BLDG
BM 1988, PG 57220’ DRAINAGE EASEMENTHH TT
C
CC
MTR12" CI
6
FO
12" C
I
96-12 FO
4"
4"HH12 FO
900 PR
900
PR
BST
16
POLE
GUY
W/LT
LP LP
BFP
I-440 (BELTLINE)
15
STONE
SCOTT
CHAIN & CABLE
CAROLINA
RFA CHURCH
DI
CRABTREE CREEKUT TO N 3548’49" W
102.48’
S
3146’33" E
54
.93
’S 3448’07" W500.09’
S
3146
’33" E
45
.69’
S
29
0
8
’10
" E S 5830’58" W487.15’N
3
016’53" E583.29’
BAGWELL HOLDINGS OF VIRGINIA LLC
DB 8194 PG 1129
BM 1988 PG 572
DB 15522 PG 1028
BM 1983 PG 959
GOD OF RALEIGH INC
FIRST ASSEMBLY OF
VIRGINIA DOUGHTON FINLEY
DB 3157 PG 223
BM 1983 PG 959
DB 3413 PG 411
BM 1983 PG 959
PROPERTIES
YORK FAMILY
R
E
T
AI
NRETAINREMOVEREMOVE
REMOVE
RCP-I I I 15 "
15" RCP-III
RETAIN
RETAIN
CB
CB 2GI
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK
SEE DETAIL H
TOE PROTECTION
CB
CB
DI
DIDI
15" RCP-III 15" RCP-III
15" RCP-III
RETAIN
RETAIN
RETAIN SYSTEMRETAIN15" RCP-III
2GI
SEE DETAIL D
SP. LAT. V DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:1D
-L- STA. 70+00 TO STA. 72+50 RT
Min. D=1.5 Ft.
DETAIL D
Ground
Natural
Flatter3:1 or
Slope
Fill
RETAIN-L- STA. 63+30 TO STA. 64+00 RT
Fill Slope2:1 or Flatter
b= Ft.
d= Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
w/MH
JB
24" RCP-III
15" RCP-III
w/MH
JB
RCP-III
36"
W/28 SY GEOFAB
11 TONS CL B RIPRAP
W/MH
JB DI
REMOVE
W/ MH
JB
DI
REMOVE
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 62+00 TO STA. 68+85 LT
DETAIL F
GROUND
NATURAL
24" RCP-III
To 2GI
Conv. OTCB
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.03.03.02.02.01.00.01.02
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193EC-22FINAL GRADE PHASEROADWAY PLAN SHEET 9EROSION CONTROL FOREC-21EC-20FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
OF ALL CONTRIBUTORY DRAINAGE AREAS EROSION CONTROL DEVICES
UPON COMPLETION OF ROADWAY CONSTRUCTION AND STABILIZATION
INLET PROTECTION AT INLETS AND WATTLES IN DITCH LINES.
AS PROPOSED INLETS, PIPES AND DITCHES ARE CONSTRUCTED PLACE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 9IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 70+50 SEE SHEET 10FOR -L- PROFILE SEE SHT. 18
FOR DRAINAGE PLAN SEE SHT. DR-9MATCHLINE -L- STA. 60+00 SEE SHEET 865+00
70+00
F
F
F
C
F
F
F
C
F
F
F
F
C
C
F
F
& MAITENANCE
BASIN DEWATERING
BASIN FOR SKIMMER
& SPECIAL STILLING
TEMPORARY PUMP
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
215215215215
215
215220
220220
220
220
220225 225225
225225 225225225
230
230
230230
CONC MED
MED
CONC
MED
CONCCONC CONC
CONC
CONC
ASPASPASP CURB
ASP CURB 6" CURBASP CURB
S
FDC ASP CURBMB
S
3
0"
C
&GBRK RET WALL
CONC S/W
CONC
CONC
PAVERS
ASP24" C&G24" C&G30" C&G30" C&GASP
ASP
ASP
18" RCP
15"
R
C
P
DI
DI
DI
YONKERS RD BST
LP
LP
W/LT
BASE
LP
CONC
S LP
S
LP
S
LPW/LT
S
YONKERS RD 20’ ASP
S
ASPHALT PARKING
S
S
S
S
S
DI
DI
15" R CP 24" RCP24" RCP18" RCP
48" CHL
48" CHL
S
EIPEIP
20
EIP
EXISTING R/W
EXISTING R/W
6" PVC
GND LT
HH
CHH
C
EOI
CHH
12" CI
96-12 FO 12 FO12 FO
96-12 FO12" CI12 FO
4"4"
4"
4"2"EOI
30" C&GASP CURB18
19
21
I-440 (BELTLINE)15" RCP PLACED PER PLAN (NOT FOUND)FERGUSON
YONKERS PARK
RFA CHURCH
22879
227.25
DI
OTCB
24" RCP15" RCPDI8"S 3152’00" W574.20’N
2
9
3
7’
0
1
" E5
4
0.
1
2
’N 29
55
’
2
7" E5
96.51’
DB 15522 PG 1028
BM 1983 PG 959
GOD OF RALEIGH INC
FIRST ASSEMBLY OF
WILLIAM D LOVE III LIVING TRUST
DB 12307 PG 1093
BM 1983 PG 1036
THOMAS HEDRICK PARTNERSHIP
DB 5663 PG 762
BM 1985 PG 1277
LDC WILIMINGTON INC
DB 12161 PG 2264
BM 1988 PG 116
BM 1986 PG 1004
DIDI
15" RCP-III
DI
CBRE
T
AI
NRETAIN
R ETA IN
CB
RCP-III
15"
15" RCP-III
CB
2GI
JB w/MH
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK RETAI
NRETAI
NRETAINRETAINSEE DETAIL D
SP. LAT. V DITCH
15" RCP-III 15" RCP-III RETAIN
SYSTEMRETAI
NW/MH
JB
OTCB
REMOVE
15" RCP-III
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.02.01.00.01.02.02.03.02
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193
EC-22EC-23FINAL GRADE PHASEROADWAY PLAN SHEET 10EROSION CONTROL FOREC-21FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
OF ALL CONTRIBUTORY DRAINAGE AREAS EROSION CONTROL DEVICES
UPON COMPLETION OF ROADWAY CONSTRUCTION AND STABILIZATION
INLET PROTECTION AT INLETS AND WATTLES IN DITCH LINES.
AS PROPOSED INLETS, PIPES AND DITCHES ARE CONSTRUCTED PLACE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 81+00 SEE SHEET 11ROADWAY PLAN SHEET 10FOR -L- PROFILE SEE SHTS. 18 - 19
FOR DRAINAGE PLAN SEE SHT. DR-10MATCHLINE -L- STA. 70+50 SEE SHEET 975+00
80+00
F
F
F
F
F
C
C
C
F
C
C
C
CC
C
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
70+40.95
-L2- STA.
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
210
210
210
210
215
215
215
215 220220
225
225
225 225225
225
225
230
230230 230
230 2302302302302 3 0
230235235235235235235
235235
235
24" C&G
FLAG
30" C&G
FLAGPOLE(2)CONCDI
LP
LP
FDC
PAVERS S
GATE
S
24" C&G24" C&GWD RET WALL
30" C&GS
YONKERS RD 20’ ASP
BILLBOARDS
6" CURB
ASPHALT PARKING
CONC BARRIER CONC BARRIER 15" RCP15" RCP15" RCP
I-440 (BELTLINE)
48" CHL
MTL
W/LT
48" CHL
MTL
EIP
EXISTING R/W
EXISTING R/W
GND LT
GND LT
BFP
12" CI 12 FO
12 FO
12" CI
4"4"
12 FO
12 FO
24" C&G21
22
23
24
ASPHALT PARKING
ASPHALT PARKING
ASPPARKING
ASPHALT
HAGEMEYER
MATRIX
SUPPLY
STOCK BUILDING
CB
CB15" RCP
15" RCPS
2
8
2
7
’
0
1" W6
8
7.
3
8
’S 4658’52" W254.02’S 4301’08" E
100.00’S 4658’54" W416.75’S
0
7
3
3’23" E3
13.9
3’
S
2
5
4
7
’
5
2
" W2
2
9.
9
6
’
LDC WILIMINGTON INC
DB 12161 PG 2264
BM 1988 PG 116
BM 1986 PG 1004
LDC WILIMINGTON INC
DB 13261 PG 946
BM 1988 PG 116
JAMES H DOUGHTON
DB 3157 PG 223
BM 1983 PG 959
JOHN P CARROLL
BM 2009 PG 198
SEE DETAIL F
OF CURB DITCH
SP. CUT BACK
FS
2GI
SEE DETAIL G
BEHIND RET. WALL
CONCRETE DITCH
REMOVE
REMOVE
OTDIREMOVE
-L- STA. 90+50 TO STA. 96+00 LT
15" RCP-III
d
Type of Liner= PSRM Max. d=1.0 Ft.
SEE DETAIL N
W/ PSRM
OF CURB DITCH
SP. CUT BACK
DETAIL G
BEHIND RETAINING WALL
CONCRETE DITCH
D B
4"
( Not to Scale)
WALL
RETAINING
BREAKER
BOND
SLOPE
FRONT DITCH
B= 1.0’
D= 1.0’
1:2
3:1
~
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 79+50 TO STA. 82+00 LT
DETAIL F
GROUND
NATURAL
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 88+00 TO STA. 89+50 LT
DETAIL N
GROUND
NATURAL
57.51’
EX.R/W
+65.00
50.00’
EX.R/W
+45.00
51.75’
+19.00
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.03.02.02
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193
EC-23EC-22EC-24FINAL GRADE PHASEROADWAY PLAN SHEET 11EROSION CONTROL FORFEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
OF ALL CONTRIBUTORY DRAINAGE AREAS EROSION CONTROL DEVICES
UPON COMPLETION OF ROADWAY CONSTRUCTION AND STABILIZATION
INLET PROTECTION AT INLETS AND WATTLES IN DITCH LINES.
AS PROPOSED INLETS, PIPES AND DITCHES ARE CONSTRUCTED PLACE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA.
81+00 SEE SHEET 10MATCHLINE -L- STA. 91+00 SEE SHEET 12ROADWAY PLAN SHEET 11FOR -L- PROFILE SEE SHT. 19
FOR DRAINAGE PLAN SEE SHT. DR-11WC
R WCR WC
R
WCR
-L-
85+00
90+00
F
F F F F
F
C
C
F
F
F
F
F
F
F
CC
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
FEMA REGULATORY FLOODWAY
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
180185185
185185190190190
190190190
195195195
195
195195195195195195
200
200200
200200200
205205
205210210
CONC DITCH
CONC DITCH
G
ATEGRAVEL
18" RCP 15" RCPDI
6" CURB 30" C&GASP
72" CHL
W/3SBW
MTL
36" RCP
HD/WW
CONC
MTL
48" CHL
48" CHL
48" CHL
48" CHL
DI15" RCPDI15" RCP24" DIP ?
INV. OUT=188.79’
INV=189.82’
INV=186.12’36" RCPDI15" RCP18" RCP
DI
18" RCPDI
OT DI15" RCP15" RCP 15" RCP15" R C P 15" RCP
(PER PLAN)
JB
I-440 (BELTLINE)
EXISTING R/W
FDC
T
H
H
W
H
H
12 FO
12" C
I
12" CI
12 FO
12" CI
4"
12 FO
12 FOHH
30" C&G6" CURB
24
BUS
1S MTL
ASP WOODS
YONKERS RD 21’ ASP
BUS
1S MTL
SUPPLY
STOCK BUILDING
MARSH
CREEK
L
PROPERTY
LINE
C

OF
CREEK
IS
JOHN P CARROLL
BM 2009 PG 198
182.85
182.91
SEE DETAIL G
BEHIND RET. WALL
CONCRETE DITCH
SEE
DETAIL
G
BEH
IND
RET
. WALL
CONCRETE
DITCH
RETAIN
RETAINSYSTEMRETAINRCP-III
15"
JB w/MH
ADJUST
CBRETAINREMOVE
REMOVE
REMOVE
CB
ROD & LUG
2 ELBOWS
15" CSP
DRIVEWAY DI
15" RCP-III
W/10 SY GEOFAB
3 TONS CL B RIPRAP
CB CB CB CB
CB
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
JB w/MH
RETAIN
RETAIN
CB 15" RCP-III
15" RCP-III
15" RCP-III
P
P
FILL
FLOWABLE
FILL W/
PLUG &
OTDI
REMOVE
DRIVEWAY DI
15" RCP-III
JB w/MH
RETAIN
2GI
RCP-III
15"
CB
RETAIN
15" RCP-III
15" RCP-III
SEE DETAIL F
CUT DITCH
SP. BACK OF CURB
SEE DETAIL H
TOE PROTECTION
-L- STA. 90+50 TO STA. 96+25 LT
2:1D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 94+10 TO STA. 95+56 RT, B=6’
DETAIL I
B=6.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL I
SP. LAT. BASE DITCH
2GI
REMOVE
-L- STA. 99+00 TO STA. 102+50 RT
Fill Slope2:1 or Flatter
b= Ft.
d= Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
DETAIL G
BEHIND RETAINING WALL
CONCRETE DITCH
D B
4"
( Not to Scale)
WALL
RETAINING
BREAKER
BOND
SLOPE
FRONT DITCH
B= 1.0’
D= 1.0’
1:2
3:1
~
JB w/MH
DI
REMOVE
DI
REMOVE
CB
DIREMOVE
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 96+25 TO STA. 101+00 LT
DETAIL F
GROUND
NATURAL
CB RCP-III
15"
w/MH
JB
2GI
RCP-III
15"
SEE DETAIL F
CUT DITCH
SP. BACK OF CURB
FS
FS
18" RCP-III
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.02.02.01.00.01.02
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193 FINAL GRADE PHASEROADWAY PLAN SHEET 12EROSION CONTROL FOREC-24EC-23EC-25FEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
DRAINAGE AREAS EROSION CONTROL DEVICES
AND STABILIZATION OF ALL CONTRIBUTORY
UPON COMPLETION OF ROADWAY CONSTRUCTION
INLETS AND WATTLES IN DITCH LINES.
CONSTRUCTED PLACE INLET PROTECTION AT
AS PROPOSED INLETS, PIPES AND DITCHES ARE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 91+00 SEE SHEET 11ROADWAY PLAN SHEET 12FOR -L- PROFILE SEE SHTS. 19 - 20
FOR DRAINAGE PLAN SEE SHT. DR-12MATCHLINE -L- STA. 101+00 SEE SHEET 13GRAU 350
GRAU 35095+00 100+00
GRAU 350
F
F
F
F
C
F
F
F F
C
C
F
C C
C
FEMA REGULATORY FLOODWAY
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
FEMA REGULATORY FLOODWAY
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
185 190
190190
190190195
195
195
19
5
195 195
195195
195
200
200
200
2
0
0
205
205
POSSIBLE JB
15" RCP 15" RCPDI DI
DI
RCP15"
8" CLAY
S S
BIL
L
B
OAR
D
S
24" C&G
6" CURBS
YONKERS RD 21’ ASP
YONKERS RD 21’ ASP
24" C&G15" CMP
BILLBOARD24" C&GDI
HD/WW
CONCOH SIGNS
S48" CHL 48" CHL 48" CHL 15" RCP10" DIP10" DIP7.0’ X 7.0’ RCBC1 BARRELL1 8 " CLAY15" CLAY 15" RCP 8" CLAY15" RCP24" RCP PIPE SHOWN FROM PLANS (NOT FOUND)15" RCP18" RCP
I-440 (BELTLINE)
MTL
EXISTING R/W EXISTING R/W
S
T
HH
C
12 FO 12 FO
12" CI
12 FO
12" CIEOI
EOI EOIEOI
EOI
200 PR
12" CI
24" C&G
25
26
ASP ASP CONC
27
ASPHALT PARKING ASP
ASP
LP
LP
GND LT
LP
24" C&G
28
EDGE OF RESURFACING
VACANTTHE MEN’S CLUB UT TO MARSH CREEKS 4031’15" W534.50’S 4031’15" W385.99’N 8750’45" W
171.75’
N 8750’45" W
453.21’
N 0028’17" W262.56’
BIG DECK PARKING LLC
DB 11757 PG 1797
BM 1972 PG 487
WILLIAM S PEELER
DB 7599 PG 733
BM 1972 PG 487
HOUSE OF LIGHTS INC
DB 2050 PG 537
BM 1972 PG 487
JOHN S. CARBONE LLC
DB 15881 PG 1707
BM 2005 PG 541
15" RCP-III RCP-III
15"
CB CB CB
CB
W/7 SY GEOFAB
2 TONS CL B RIPRAP
15" RCP-III
RCP-III
15"
RETAINRETAI
NW/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL F
CUT DITCH
SP. BACK OF CURB
15" RCP-III 15" RCP-III
15" RCP-III RCP-III 15" CB CB
CB
CB
SEE DETAIL D
SP. LAT. V DITCHSEE DETAIL H
TOE PROTECTION
CB CB RETAINRETAIN
15" RCP-III
15" RCP-III
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:1D
-L- STA. 103+25 TO STA. 104+16 RT
Min. D=1.5 Ft.
DETAIL D
Ground
Natural
Flatter3:1 or
Slope
Fill
d 2:1B
D
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 108+55 TO STA. 109+63 RT
Slope
Fill
DETAIL J
B=3 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Type of Liner= CL I Rip-Rap
Ground
Natural
Geotextile
-L- STA. 100+50 TO STA. 102+50 RT
Fill Slope2:1 or Flatter
b= Ft.
d= Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL J
W/ CL. I RIPRAP
SP. LAT. BASE DITCH
JB w/MH
RETAIN
SEE DETAIL K
BASE DITCH
SP. LAT.
CB
DI
REMOVE
CB
DI
REMOVE
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 104+00 TO STA. 106+00 LT
DETAIL F
GROUND
NATURAL
15" RCP-III
CB
d 2:1B
D
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 102+85 TO STA. 103+25 RT
Slope
Fill
DETAIL P
B=1.0 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Type of Liner= CL I Rip-Rap
Ground
Natural
Geotextile
SEE DETAIL P
W/ CL I RIPRAP
SP. LAT. BASE DITCH
REMOVE
OUTLET IN FIELD
OF EXISTING
DETERMINE LOCATION
RCP-III24" 18" RCP-III FES
HW
W/28 SY GEOFAB
11 TONS CL B RIPRAP2:1D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 110+08 TO STA. 111+35 RT
DETAIL K
B=3 Ft.
Min. D=1.5 Ft.
Ground
Natural
Slope
Fill
36" RCP-III
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.02.02.02.01.00.01.02
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193
EC-25EC-24EC-26FINAL GRADE PHASEROADWAY PLAN SHEET 13EROSION CONTROL FORFEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
EROSION CONTROL DEVICES
OF ALL CONTRIBUTORY DRAINAGE AREAS
CONSTRUCTION AND STABILIZATION
UPON COMPLETION OF ROADWAY
IN DITCH LINES.
INLET PROTECTION AT INLETS AND WATTLES
ARE CONSTRUCTED PLACE
AS PROPOSED INLETS, PIPES AND DITCHES
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER ROADWAY PLAN SHEET 13FOR -L- PROFILE SEE SHT. 20
FOR DRAINAGE PLAN SEE SHT. DR-13MATCHLINE -L- STA. 101+00 SEE SHEET 12MATCHLINE -L- STA. 111+00 SEE SHEET 14GRAU 350 105+00
110+00
GRAU 350
F
F
C
F
F
F
F
F
F
F
C
F
FC
F
F
F
F F
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
205
205205
210210
210
210
210 210 210
2
1
5
215
215 215
215
215220 220
220
220220220220
2202202202202252252
2
5
2
2
5 225
21530"
R
C
P18" RCP18" RCP
DI
8" CLAY 8" CLAY
8" CLAY
8"
C
L
A
Y
FDC
S15" RCPS
S
MTL
MTLOH SIGNS
S
W
O
O
D
S
48" CHL
48" CHL
48" CH
LOT DI
MTL
EIP EXISTING R/W
BM 2005, PG 541
20’ DRAINAGE EASEMENT
BOL HHTTTT
C
EO
I12" CI
12
FO
12
" C
I12 FO2
0
0
PR
200 PR
12 FO
28
29
R/W MONMTR
MTR
ASP
EIP
MTR
ASP
EIP
LP
30
I-440 (BELTLINE)
31
27
APROX. LOC
CONC. SW
SUPPLY
HUGH’S PLUMBING
SON, INC.
M. ADLER’SS 4037’15" W257.37’S 4927’39" E
141.41’S 4020’27" W167.32’N 4417’49" W
27.37’
N 6633’51" W
70.78’S 7553’35" W70.78’N 4850’45" W
N 3908’19" EN 4417’49" W
245.94’S 6942’44" W420.00’S 6930’10" W650.00’MARK ADLER
DB 11284 PG 2696
BM 2005 PG 541
ST DAVIDS SCHOOL
DB 14830 PG 1917
TRI-POINT LAND LLC
DB 10573 PG 1240
HOUSE OF LIGHTS INC
DB 2050 PG 537
BM 1972 PG 487
JOHN S. CARBONE LLC
DB 15881 PG 1707
BM 2005 PG 541
214
119
2GI
REPLACE
FS
W/7 SY GEOFAB
2 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
RCP-III
15" RETAINRETAINRETAINW/10 SY GEOFAB
3 TONS CL B RIPRAP
FS
15" RCP-III RCP-III
15"
RCP-III
15"
2GI
CB
CB
R
EM
O
V
E
JB w/MH
W/7 SY GEOFAB
2 TONS CL B RIPRAP
REMOVE
CB
SEE DETAIL K
BASE DITCH
SP. LAT.
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
-L- STA. 112+20 TO STA. 116+50 RT
b=5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
Type of Liner= PSRM
DETAIL L
Ground
Natural
Slope
Fill
SEE DETAIL L
W/ PSRM
LATERAL V DITCH
2:12:1D
( Not to Scale)
d
STANDARD ’V’ DITCH
BEG. ELEV=225.3, END ELEV=221.0
-L- STA. 121+00 RT, S=7.9%, L=54’
Type of Liner= CL B Rip-Rap
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL Q
Ground
Natural
Ground
Natural
Geotextile
SEE DETAIL Q
W/ CL B RIPRAP
STANDARD V DITCH
SEE DETAIL K
BASE DITCH
SP. LAT.
w/MH
JB
OTDI
REMOVE
18" RCP-III
JB W/MH
Flatter2:1 or
2:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-L- STA. 117+00 TO STA. 118+00 LT
-L- STA. 112+91 TO STA. 114+00 LT
DETAIL F
GROUND
NATURAL
SEE DETAIL F
CURB DITCH
SP. BACK OF SEE DETAIL F
CURB DITCH
SP. BACK OF
18" RCP-III
36"
RCP-III
W/28 SY GEOFAB
11 TONS CL B RIPRAP
15" RCP-III
HW 2:1D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 110+08 TO STA. 111+35 RT
DETAIL K
B=3 Ft.
Min. D=1.5 Ft.
Ground
Natural
Slope
Fill
W/7 SY GEOFAB
2 TONS CL B RIPRAP
w/MH
JB
RCP-III30" RCP-III30"
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.02.03.04.04.02
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193
EC-26EC-25EC-27FINAL GRADE PHASEROADWAY PLAN SHEET 14EROSION CONTROL FORFEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
OF ALL CONTRIBUTORY DRAINAGE AREAS EROSION CONTROL DEVICES
UPON COMPLETION OF ROADWAY CONSTRUCTION AND STABILIZATION
INLET PROTECTION AT INLETS AND WATTLES IN DITCH LINES.
AS PROPOSED INLETS, PIPES AND DITCHES ARE CONSTRUCTED PLACE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJ
N
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER ROADWAY PLAN SHEET 14FOR -L- PROFILE SEE SHT. 20
FOR DRAINAGE PLAN SEE SHT. DR-14MATCHLINE -L- STA. 111+00 SEE SHEET 13MATCHLINE -L- STA. 121+00 SEE SHEET 15WCRWCR
WC
R
WCR
-L-
115+00
120+00SIDEWALK
TIE TO EX.FFF
F
F FF
F F
F
F
F
FFC
F
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913
215
220220
2202
2
0
220220220220220225225225225
2
2
5
225
225225225
225230230230230230230
230
2
3
0
2
3
0
230
2
3
0
230230230230235235235235235235235
235
2352352
3
5
235235
235GRAVEL8" CLAY
S
S
YONKERS RD 20’ ASP
72"CHL W3SBW
GATE
YONKE
RS RD AS
P
48’CHL
48" C
H
L
GRAVELGATE
S S
MTL
S
C
ONC
MED BARRIER
MTL
US 64
N
E
W
B
E
R
N
A
V
E
E
B
L
US 64 NE
W BERN AVE WBL
48" CHL
4
8
" CHL BILLBOARD
15" RCP
WALLBK
15" RCPMTLEXISTING R/W
SHOD-2 YARD
S
HOD-
2 YARDEXISTING R/W
EXISTING R/WE
X
2
5’ CROS
S ACCE
S
S
E
AS
E
ME
NT
SSKELLY AUSTIN DR
OUT NOT FOUND
POSS JB
TOP=228.15’
18" RCP
18" R
CP
CONC SLAB
DI
R
C
P
15"
H
H
C
CHH
T
HHSHH
HH
C
HH
HHHH
HHTHH HHEOIE
OI EOIEOI
W
12" CI
12" CI 24"
DI
4"
4"EOIEOI
24 FO
200 PR
EOI
30" C&G
30" C&G
CONC SW
31
32
33
ASP
LP
LP
ASP
ASPHALT PARKING
GATE
WOODS
POLE
SIG
CAB
SIG
LP
EIP
S
S
S
S
POLE
SIG
S
S
S
POLE
SIG
SMTR
S
S
S
LP
LP
LP
LP
S18" RCPDI
DI
RAMP
SOUTHBOUND
APPROXI
MATE DRI
VEWAY LOCATI
ONAPPROXI
MATE DRI
VEWAY LOCATI
ONFREIGHTLINER
CAROLINA
SUBSTATION
ELECTRICAL
S 2029’50" E
350.60’S 6955’14" W383.85’S 6955’14" W278.99’N 4510’50" W
503.28’
TRI-POINT LAND LLC
DB 10573 PG 1240
DUKE ENERGY PROGRESS INC
DB 15289 PG 2437
LORI P ALLEN
AND WIFE
LAWRENCE C ALLEN
DB 8459 PG 1296
BM 1999 PG 1761
N 7031’52" E
1.94’
TRI-POINT LAND LLC
15" RCP-III
CB CB
W/7 SY GEOFAB
2 TONS CL B RIPRAP
CB
1
5
" RCP-III
RCP-III 15"
15"
R
C
P-III SYSTEMRETAINRETAINCB
CB
CB
CB
SEE DETAIL D
SP. LAT V DITCH
SEE DETAIL E
STANDARD V DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:1D
-L- STA. 125+68 TO STA. 126+31 RT
-L- STA. 121+00 TO STA. 123+50 RT
Min. D=1.5 Ft.
DETAIL D
Ground
Natural
Flatter3:1 or
Slope
Fill
W/5 SY GEOFAB
1 TONS CL B RIPRAP
-L- STA. 130+25 TO STA. 131+40 RT
SEE DETAIL G
BEHIND RET. WALL
CONCRETE DITCH
SEE DETAIL D
SP. LAT V DITCH
EX. DI
RETAIN
CB
RCP-III
15" 15" CSP
DETAIL G
BEHIND RETAINING WALL
CONCRETE DITCH
DB4"( Not to Scale)
WALL
RETAINING
BREAKER
BOND
SLOPE
FRONT DITCH
B= 1.0’
D= 1.0’
1:2
3:1
~
S
YSTE
MRET
AIN 2:12:1
D
( Not to Scale)
STANDARD ’V’ DITCH
BEG. ELEV=233.81, END ELEV=233.42
-L- STA. 125+68 RT, S=0.83%, L=47’
Min. D=1.5 Ft.
DETAIL E
Ground
Natural
Ground
Natural
-L- STA. 131+40 TO STA. 131+78 RT
Fill Slope2:1 or Flatter
b= Ft.
d= Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL H
TOE PROTECTION
RCP-III
15"
15" RCP-III FES
2GI
2GI
15" RCP-III
15" RCP-III
W/5 SY GEOFAB
1 TONS CL B RIPRAP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
FOR REVIEW ONLY
.04.03.02.02.03.04.04
.03
.02
.02
.01
.00
.01
.02
.03.04
.04.03.02.01
DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
PROJECT
SHEET NO.
DRAWING NO.
1"=40’
DATE
DATE:

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS
JWM
1/21/2019
N/A
14193
EC-27EC-26FINAL GRADE PHASEROADWAY PLAN SHEET 15EROSION CONTROL FORFEMA FLOOD INSURANCE RATE MAPS
THE PLANS AS SHOWN ON THE FOLLOWING
AND FLOODWAY LIMITS ARE SHOWN ON
NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES
3720172400J
3720171400J
3720171500J
MAP NUMBER
05/02/06
05/02/06
05/02/06
DATE
ENGINEERS ON AUGUST 23, 2016.
AS VERIFIED BY THE U.S. ARMY CORPS OF
BUFFERS ARE SHOWN ON THE PLANS
JURISDICTIONAL STREAMS, WETLANDS AND
SHALL BE REMOVED.
OF ALL CONTRIBUTORY DRAINAGE AREAS EROSION CONTROL DEVICES
UPON COMPLETION OF ROADWAY CONSTRUCTION AND STABILIZATION
INLET PROTECTION AT INLETS AND WATTLES IN DITCH LINES.
AS PROPOSED INLETS, PIPES AND DITCHES ARE CONSTRUCTED PLACE
CONSTRUCT ROADWAY IMPROVEMENTS
EROSION CONTROL PHASING NOTES:NORTH CAR
OLIN
A
PROFESSION
ALE
NG
INEER
SEAL
33184
RODAEM .W
YERFFEJN
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone] CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS
CITY OF RALEIGH AND/OR NCDOT
ALL CONSTRUCTION SHALL BE PER ROADWAY PLAN SHEET 15FOR -L- PROFILE SEE SHT. 21
FOR DRAINAGE PLAN SEE SHT. XX-XMATCHLINE -L- STA. 121+00 SEE SHEET 14GRAU 350
GRAU
3
5
0
125+00
1
3
0
+
0
0
135+00
F
F
F
F
F
F
F
F
F F
FF
F
F
F
F
F
F
FF
F
F
F
F
FLOODPLAIN BOUNDARY
FEMA 1% ANNUAL CHANCE
KEY
JURISDICTIONAL STREAM
RIPARIAN BUFFER LIMIT - ZONE 1
RIPARIAN BUFFER LIMIT - ZONE 2
FEMA REGULATORY FLOODWAY
FEMA 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
WETLAND
DocuSign Envelope ID: C10676EF-9A89-4B09-949B-A7146282B913