20191233 Ver 2_H14014.00_Crabtree_West_Erosion_Control_Full_Size_20200622_20210305

Ri
chl
and Cr
eekCrabtree Creek
H14014.00
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
.02.02.01
.00
.01
.02
.
0
2
.01.00
.01.02
.02
.01
.00.0
1
.02.02.01.00.01.02.02.02
.02.02
.02
.02.02.02.
0
2-L1-
-HSW-
-Y5-TYPE-IIITYPE-IIITYPE-III-EBCR--EBCR-.0
2
.02.01.00.01.02.02
.01
.00
.01
.02
.0
2.01.00.01
.02
.02.01.00
.01
.02
.02.01.00.01.02.02
.01.00.01.02.02.02
.01
.02.
0
2.01
.00
.01
.02
.02.01
.00
.01
.02
.02
.01.00
.01
.02
.02.02
.02
.02.02.02
.02
.02.02
.02.02.02.02.02
.02
FUNC. CLASSIFICATION
LEAN ANGLE
DESIGN SPEED
=
=
=
DESIGN DATA
PROJECT LENGTH
GRAPHIC SCALES
0
PROFILE (HORIZONTAL)PLANS PROFILE (VERTICAL)
0
GREENWAY
20 DEGREES
20 MPH
VICINITY MAPEBENEZER CHURCH RD.DURALEI
GH RD.LI
NDSAY DR.PICARDY DR.POYNER RD.BOXWOOD RD.
WEAVER DR.
-L1--L2--L1-
-L2- STA. 46+30.36
END CONSTRUCTION
-L1- STA. 4+12.68
BEGIN CONSTRUCTION
BOARDWALK 1 BRIDGE 1
BRIDGE 2
BOARDWALK 2
BRIDGE 3
BEGIN PROJECT
-L1- STA. 63+10.02
END CONSTRUCTION
-L2- STA. 10+80.60
BEGIN CONSTRUCTION
30 15 0 30 60 30 15 30 60
LENGTH OF PROJECT
LENGTH OF BRIDGE
LENGTH OF BOARDWALK
LENGTH OF ASPHALT TRAIL
=
=
=
=
1.80 MI
0.06 MI
0.01 MI
1.73 MI
1"=30'1"=30'1"=6'
PARK
STATE
UMSTEAD
4
5
6
7
8
9 10
11
12
13
14
15
6 1236
CRABTREE CREEK
RICHLAND CREEKBRIDGE 4
BOARDWALK 4
BRIDGE 5
PARKING LOT
PARKING LOT
PARKING LOT
16
17
ACCESS
CONSTRUCTION
ACCESS
CONSTRUCTION
ACCESS
CONSTRUCTION
ACCESS
CONSTRUCTION
END PROJECT
ACCESS
CONSTRUCTION
BOARDWALK 6
BOARDWALK 5
NORTH CAROLINA
CITY OF RALEIGH NCDOT TIP# C-5604-OD
PLAN FOR PROPOSED
RESOURCES DIVISION OF WATER QUALITY.
OF ENVIRONMENT AND NATURAL
NORTH CAROLINA DEPARTMENT
APRIL 1, 2019 ISSUED BY THE
CONSTRUCTION PERMIT EFFECTIVE
FORTH BY THE NCG-010000 GENERAL
WITH THE REGULATIONS SET
CONTROL PLANS COMPLY
THESE EROSION AND SEDIMENT
FROM EBENEZER CHURCH ROAD TO LINDSAY DRIVE
LOCATION:
CRABTREE CREEK WEST GREENWAY
Temporary Silt Fence
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Silt Fence
Std. #Description Symbol

Rock Inlet Sediment Trap:
1605.01
1633.01
1635.01 Rock Pipe Inlet Sediment Trap Type-A
1606.01 Special Sediment Control Fence
1633.02
EROSION AND SEDIMENT CONTROL MEASURES
Rip Rap Lining in Channels
Timber Mat
Temporary Pipe
Construction Entrance
1635.02 Rock Pipe Inlet Sediment Trap Type-B
Special Stilling Basin1630.06
Type A
Type C
A
C

1632.01
1632.03
Wattle/Coir Fiber Wattle CFW
EC-1
COR: 636-PR-CrabtreeWest-99220450-01-17
FA# CMAQ.0520(57)
WBS: 43714.3.8
BOARDWALK 3
BRIDGES, DRAINAGE, & EROSION CONTROL
GRADING, PAVING, RETAINING WALLS, BOARDWALKS,
TYPE OF WORK:
-Y5-
-Y3-
-HSW-
-PLCON--L
2
R
EV
--L2_REV- STA. 10+00.00
-L2- STA. 41+00.00=
-L2- STA. 43+50.00
-L2_REV- STA. 12+52.44=
HIGHWAY EROSION CONTROL
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
PARK
STATE
UMSTEAD
LI
NDSAY DR.DURALEI
GH RD.EBENEZER CHURCH RD.AZALEA DR.
NEIGHBORHOOD CONNECTION
DRI
VEPI
CARDY
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
e
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
WATER:
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
r
|
I
]
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber Optics Cable (S.U.E.*)
Designated U/G Water Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G Gas Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Note: Not to Scale
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
UST
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
Concrete or Granite R/W Marker
Proposed Right of Way Line with
C
A Concrete C/A Marker
Proposed Control of Access Line with
Water Manhole
TCE
PGEProposed Permanent Greenway Easement
EC-1A
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
NTS
EC-2
H14014.00
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
POINT
GRADE
C1
CL
J1
2'
GROUND
ORIGINAL
2'
GRADE TO THIS LINE
0.02 0.02 0.02 0.02
V12:12'
8"
12'
CHAIN BEGIN STATION END STATION
C1
J1
PAVEMENT SCHEDULE
GEOTEXTILE SEPARATOR FABRICV1
PROPOSED 6" AGGREGATE BASE COURSE
TYPICAL SECTION #1 - 12' ASPHALT GREENWAY TRAIL
FLATTER2:1 or
2:1 MAX.
4+12.68
51+00.00 63+70.29
-L1-
-L1-
-L1-
-L1-
-L1-
-L1-
-L2-
GROUND
ORIGINAL
COMPACTED SUBGRADEUPHILL SIDE CREEK SIDE
-L1-
POINT
GRADE
CL
2'
GROUND
ORIGINAL
2'
GRADE TO THIS LINE
0.02 0.02 0.02 0.02
2:12'12'
FLATTER2:1 or
2:1 MAX.
GROUND
ORIGINAL
COMPACTED SUBGRADE
UPHILL SIDE CREEK SIDE
TYPICAL SECTION #2 - 12' CONCRETE GREENWAY TRAIL
A1
T
T
2'
0.02
GROUND
ORIGINAL
GROUND
ORIGINAL
0.02
T
J1
2'
0.02
GROUND
ORIGINAL
J1
A1
SHOULDER
SEEDED
GRADE
CONTRACTOR
SHOULDER
SEEDED
GRADE
CONTRACTOR
C2
110 LBS. PER SQ. YD. IN EACH OF TWO LAYERS
COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF
PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE
-L1-,-L2-
CREEK SIDEUPHILL SIDE
-L1-
165 LBS. PER SQ. YD., IN EACH OF TWO LAYERS
COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF
PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE
S 4" CONCRETE SIDEWALK
41+00.00-L2-
14+50.14 17+15.00-L2-
19+11.00-L2-
SHOULDER
SEEDED
GRADE
CONTRACTOR
CL
INSET 3
SLOPE ≥ 1:1 AND DROP OF 1'
SLOPE ≥ 2:1 AND DROP OF 4'
SLOPE ≥ 3:1 AND DROP OF 6'
FOLLOWING CIRCUMSTANCES:
*PROVIDE A SAFETY RAIL FOR THE
SHOULDER
SEEDED
GRADE
CONTRACTOR
SHOULDER
SEEDED
GRADE
CONTRACTOR
10+80.34 12+78.42-L2-
J2
J2 J2
10+78.33 (BEGIN APPR. SLAB)
11+28.33 (END APPR. SLAB)14+71.25 (BEGIN APPR. SLAB)
15+41.41 (END APPR. SLAB)22+73.92 (BEGIN APPR. SLAB)
23+44.08 (END APPR. SLAB)31+03.00 (BEGIN APPR. SLAB)
31+43.00 (END APPR. SLAB)34+52.92 (BEGIN APPR. SLAB)
END STATIONBEGIN STATIONCHAIN
39+79.83 (BEGIN BOARDWALK 3)
42+81.83 (END BOARDWALK 3)51+00.00 (TRANS. TO ASPHALT)
4' SHOULDER
3:1WIDE SHOULDER
INSET 2
THE USE OF A 4' SHOULDER
*USE WHERE CONDITIONS PERMIT
SHOULDER
SEEDED
GRADE
CONTRACTOR
J22:1 MAX.
1'
2'SAFETY RAIL
6'
J2J1
4' SHOULDER
WIDE SHOULDER
INSET 1
THE USE OF A 4' SHOULDER
*USE WHERE CONDITIONS PERMIT
2:1 MAX.
SHOULDER
SEEDED
GRADE
CONTRACTOR
J2
24+90.37 (BEGIN APPR. SLAB)
35+40.40 (BEGIN APPR. SLAB)
35+90.40 (END APPR. SLAB)
VARIABLE DEPTH AGGREGATE BASE COURSE
EARTH MATERIAL
27+25.37 (END APPR. SLAB)
J1
TYPICAL SECTION #4 - LEFT SIDE
TYPICAL SECTION #3 - RIGHT SIDE
TYPICAL SECTION #1 & #2 - BOTH SIDES
APPLIES TO:
TYPICAL SECTION #4 - LEFT SIDE
TYPICAL SECTION #3 - RIGHT SIDE
TYPICAL SECTION #1 & #2 - BOTH SIDES
APPLIES TO:
TYPICAL SECTION #7 - RIGHT SIDE
TYPICAL SECTION #4 - LEFT SIDE
TYPICAL SECTION #1 & #2 - BOTH SIDES
APPLIES TO:
J2
J2
-AFTER THE STONE BASE PRIOR TO PAVING
-AFTER THE FINISHED SUBGRADE PRIOR TO STONE BASE
-PRIOR TO PLACING FILL IN LOW AREAS
AGENCY AT THE FOLLOWING THREE STAGES OF TRAIL CONSTRUCTION:
PROOFROLLING SHALL OCCUR IN THE PRESENCE OF THE OWNER'S TESTING4.
DISTURBED BY CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES3.
SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL.2.
FOR DIRECTION OF SLOPE.
CROSS SLOPE DIRECTION VARIES. SEE PLAN VIEW AND CROSS SECTIONS1.
NOTES:
" PORTLAND CEMENT CONCRETE PAVEMENT2
14
"2
110
35+04.08 (END BRIDGE 3)
-L1-,-L2-,-L2_REV-
12+52.4410+00.00
43+50.00 46+90.95-L2-
-L2_REV-
PERMANENT SEEDING SCHEDULE
SOIL AMENDMENTS
MULCH
MAINTENANCE
CONSTRUCTION SEQUENCE MARCH 1 - AUGUST 31
LB/ACRE TYPE
10
25
TALL FESCUE
CENTIPEDE
BERMUDAGRASS (HULLED)
LB/ACRE TYPE
10
35
TALL FESCUE
CENTIPEDE
BERMUDAGRASS (HULLED)
SEPTEMBER 1 - FEBRUARY 28
SEEDING MIXTURE RATES
4". RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. THE MINIMUM MOWING HEIGHT SHALL BE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE
PROJECT DESCRIPTION
DECEMBER 31.
RATE OF 5 LBS/ACRE AND ADD 20 LBS OF SERICEA LESPEDEZA FROM JANUARY 1 TO
ON CUT AND FILL SLOPES 2:1 OR STEEPER CENTIPEDE SHALL BE APPLIED AT THE
TEMPORARY SEEDING SCHEDULE
DATES FOR USING EACH KIND OF SEED.
RYE GRAIN DURING THE REMAINDER OF THE YEAR. THE ENGINEER WILL DETERMINE THE EXACT
SUDAN GRASS, GERMAN MILLET, OR BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND
AT THE RATE OF 400 POUNDS AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. SWEET
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR PERMANENT SEEDING AND APPLIED
MAINTENANCE REQUIREMENTS
GENERAL NOTES
240 240
STRAW BY TACKING WITH ASPHALT AT A RATE OF 400 GALLONS OF ASPHALT PER ACRE.
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
DENSE VEGETATIVE COVER.
ACCORDING TO THE SPECIAL PROVISIONS IN ORDER TO MAINTAIN A VIGOROUS,
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED4.
TRAPS WILL BE CLEANED OUT AS NECESSARY.
COIR FIBER WATTLES (WITH AND WITHOUT PAM), AND ROCK INLET SEDIMENT
EROSION AND SEDIMENT CONTROL PRACTICES INCLUDING: SILT CHECKS,3.
ADEQUATE BARRIER.
DEEP OR GREATER. SILT FENCING WILL BE REPLACED AS NECESSARY TO MAINTAIN AN
SEDIMENT WILL BE REMOVED FROM BEHIND SILT FENCING WHEN IT BECOMES 0.5 FT2.
ONCE A WEEK. IF REPAIRS ARE NEEDED THEY WILL BE DONE SO IMMEDIATELY.
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL OR AT A MINIMUM
EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND1.
FOOD AS A 10-20-20 ANALYSIS AND AS DIRECTED.
MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT
FERTILIZER. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS
GROUND AGRICULTURAL LIMESTONE AND 3 TONS/ACRE IN CLAY SOILS, AND 500 LB/ACRE 10-20-20
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM OF 2 TONS/ACRE
WETLAND SEEDING MIXTURE
AUTUMN BENTGRASS
BEGGAR TICKS
BLACK-EYED SUSAN
BLUE FLAG
BLUE VERVAIN
BUSHY BLUESTEM
CARDINAL FLOWER
COREOPSIS
DEER TONGUE
FOX SEDGE
INDIAN GRASS
LITTLE BLUESTEM
PARTRIDGE PEA
PENNSYLVANIA SMARTWEED
RIVER OATS
SNOWY TICK TREFOIL
SOFT RUSH
SWITCHGRASS
VIRGINIA WILD RYE
RUDBECKIA HIRTA
ELYMUS VIRGINICUS
AGROSTIS PERENNANS
BIDENS ARISTOSA
IRIS VERSICOLOR
VERBENA HASTATE
ANDROPOGON GLOMERATUS
LOBELIA CARDINALIS
COREOPSIS LANCEOLATA
PANICUM CLANDESTINUM
CAREX VELPINOIDEA
SORGHASTRUM NUTANAS
SCHIZACHYRIUM SCOPARIUM
CHAMAECRISTA FASCICULATA
POLYGONUM PENNSYLVANICUM
UNIOLA LATIFOLIA
DESMODIUM CANADENSE
JUNCUS EFFUSUS
PANICUM VIRGATUM
25
5
2.5
2.5
2.5
2.5
2.5
5
5
10
2.5
25
2.5
2.5
2.5
2.5
2.5
7
13
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
COMMON NAME SPECIES NAME PERCENT RATE (LBS/ACRE)
CONSTRUCTION.
SEEDING MIXTURE TO BE USED FOR RESTORATION OF ANY DISTURBED WETLAND DURING
SOIL PREPARATION
SCHEDULE.
SHALL BE APPLIED AS SPECIFIED IN THE SEEDING
MINIMUM DEPTH OF 4 INCHES. LIME AND FERTILIZER
OR PLANTED SHALL BE TILLED OR RIPPED TO A
MATERIALS SHALL BE REMOVED. AREAS TO BE SEEDED
LARGER THAN 3 INCHES, STICKS, ROOTS, AND OTHER
FOR AREAS THAT ARE TO BE SEEDED ALL STONES
NURSE CROP SEEDING
CITY OF RALEIGH
(919)-996-4171
TO SHOW THE DESIGN, SITE PLANS, LANDSCAPING, DRAINAGE, EASEMENTS AND UTILITY CONFLICTS.
CONSTRUCTION; AND PROVIDING PLANS, SPECIFICATIONS AND ESTIMATES. THE PLANS SHALL BE COMPLETED
WHERE RIGHT-OF-WAY OR EASEMENT ACQUISITION MAY BE NECESSARY TO ACCOMMODATE THE GREENWAY
AND ALL APPLICABLE FEDERAL, STATE, AND CITY REQUIREMENTS AND STANDARDS; IDENTIFYING AREAS
THE PROJECT DESIGN SHALL COMPLY WITH NORTH CAROLINA LAND QUALITY GUIDELINES AND PROCEDURES
FOR THIS SITE. ALL DISTURBED AREAS WILL BE STABILIZED WITH VEGETATION BY SEEDING AND MULCHING.
DISTURBANCE WERE CALCULATED BASED ON CLEARING METHOD TWO AT APPROXIMATELY 11.4 ACRES
9500 FEET OF NEW GREENWAY ALONG CRABTREE CREEK AND RICHLAND CREEK. THE LIMITS OF
THE NEUSE RIVER BASIN. THE PROPOSED PROJECT INCLUDES THE CONSTRUCTION OF APPROXIMATELY
THE PROJECT SITE IS LOCATED IN WAKE COUNTY WITHIN THE CITY OF RALEIGH AND IS WITHIN
CONSTRUCTION SEQUENCE (CONT.)
AND SEEDING RATES.
REFER TO THE TEMPORARY SEEDING SCHEDULE FOR SPECIFIC NURSE CROP SPECIES
INHIBIT THE GROWTH AND ESTABLISHMENT OF THE PERMANENT, NATIVE SPECIES.
THESE TEMPORARY MEASURES SHOULD BE PLANTED AT MINIMUM DENSITY AS TO NOT
GRASS SPECIES SHOULD BE USED ALONG WITH NATIVE SEEDING AND/OR MATTING.
A QUICKLY GERMINATING NURSE CROP OF NON-INVASIVE, NON-COMPETITIVE ANNUAL
COMPLETION OF CONSTRUCTION AND INSTALLATION OF UTILITIES.
HOWEVER, IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO
CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE.
PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
UPLAND AREAS ARE PERMANENTLY STABILIZED.
ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT BMPS UNTIL ALL
PERMANENT SEEDING WHERE TEMPORRY MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT
AFTER SITE IS PERMANENTLY STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND PROVIDE
PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPGRADE AREAS ARE PERMANENTLY STABILIZED.
REPORTS WILL BE KEPT ON SITE UNTIL THE PROJECT IS CLOSED OUT BY THE DEMLR OFFICE.
RESERVATIONS, ANY '401/404 DOCUMENTATION, AND A MINIMUM OF THE PAST 30 DAYS OF SELF-INSPECTION
COPIES OF THE APPROVED PLAN, PLAN APPROVAL LETTER WITH ANY MODIFICATIONS OR PERFORMANCE
DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION
GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN
AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HRS OF EVERY RAIN EVENT OR
SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED
BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL
INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1
WHEN THE PROJECT IS COMPLETE THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR
PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A
(e-NOI) FORM AT deq.nc.gov/NCG01. THE e-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPPROVED.
LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT
EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY
CONTROL MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
AFTER THE SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION AND SEDIMENT
EVENT. PERFORM REQUIRED MAINTENANCE AND REPAIR IMMEDIATELY.
INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES WEEKLY AND AFTER EVERY RAINFALL
SLOPES 4:1 OR FLATTER
SLOPES 3:1 OR FLATTER, WITH A SLOPE LENGTH OF 50 FEET OR LESS
SLOPES 2:1 AND 3:1, WITH A SLOPE LENGTH OF 10 FEET OR LESS
PROVIDED IN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY:
FOLLOWING EXCEPTIONS IN WHICH TEMPORARY OR PERMANENT GROUND COVER SHALL BE
SHALL OCCUR WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY, WITH THE
RESOURCES DIVISION OF WATER QUALITY. TEMPORARY OR PERMANENT GROUND COVER STABILIZATION
APRIL 1, 2019 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
FRAME GUIDELINES AS SPECIFIED BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE
STABILIZATION FOR THIS PROJECT SHALL COMPLY WITH THE TIME
STABILIZE ALL DENUDED AREAS.
DEVICES. ANY DEWATERING REQUIRED ON THIS PROJECT WILL BE DONE WITH THE USE OF A SILT BAG.
FOLLOWING CLEARING AND GRUBBING PRIOR TO THE INSTALLATION OF FINAL GRADE EROSION CONTROL
NCG-010000. CROSS PIPES THAT REQUIRE IMPERVIOUS DIKES AND SPECIAL STILLING BASINS WILL BE INSTALLED
OF ANY DITCHES, ALL TEMPORARY MATTING OR RIP RAP MUST BE INSTALLED WITHIN 7 DAYS AS SPECIFIED BY
EROSION CONTROL DEVICES AS THE DRAINAGE NETWORK IS CONSTRUCTED. FOLLOWING THE CONSTRUCTION
PERFORM GRADING OPERATIONS AND INSTALL PROPOSED DRAINAGE NETWORK. INSTALL FINAL GRADING
COMPLETE SITE CLEARING AND GRUBBING FOR ENTIRE PROJECT. MAINTAIN AND ADJUST DEVICES AS NEEDED.
CALL FOR ON-SITE INSPECTION BY ENVIRONMENTAL INSPECTOR TO OBTAIN APPROVAL.
AND MULCH OR A SUITABLE RECP.
THE LIMITS OF DISTURBANCE. ANY DISTURBED SOILS BELOW SILT FENCE SHALL BE IMMEDIATELY STABILIZED WITH SEED
ONLY CLEAR THE AREA NEEDED TO INSTALL EROSION CONTROL DEVICES. PERIMETER MEASURES SHALL BE INSTALLED AT
EROSION CONTROL MEASURES ARE INSTALLED AND IF CLEARING IS REQUIRED TO INSTALL EROSION CONTROL MEASURES,
AND GRUBBING PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. NO CLEARING CAN TAKE PLACE UNTIL
FLAG WORK LIMITS AND INSTALL TEMPORARY SILT FENCE AND OTHER MEASURES AS SHOWN ON THE CLEARING
HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
(PHONE NUMBER [phone]).
THE CONTRACTOR SHALL NOTIFY NCDENR DIVISION OF LAND QUALITY BEFORE BEGINNING ANY WORK ON THIS SITE.
AS SHOWN ON THE PLANS AND WILL ACT AS SEDIMENT STORAGE DEVICES.
A CHECKS WILL BE INSTALLED DURING THE CLEARING AND GRUBBING PHASE IN EXISTING DITCHES
OFFSITE. REFER TO PLAN SHEET EC-3J FOR TIRE WASH DETAIL, MAINTENANCE REQUIREMENTS AND SPECS.
A TIRE WASH STATION IS REQUIRED IN CASES WHERE SEDIMENT HAS THE POTENTIAL TO BE TRACKED
ROLLED EROSION CONTROL PRODUCT FOR BANK STABILIZATION.
BANKS SHALL BE STABILIZED AND RESTORED TO THE CONDITION PRIOR TO BEGINNING CONSTRUCTION. USE A SUITABLE
TIMBER MATTING OR TEMPORARY BRIDGE SHALL BE REMOVED UPON COMPLETION OF THE WORK AND THE STREAM AND
UNTIL PIPE EXTENSION/REPLACEMNT IS INSTALLED.
CONTRACTOR MUST ALSO USE TIMBER MATTING OR TEMPORARY PIPE TO CONVEY EXISTING DRAINAGE
WORK AREA. IF INSTALLED IN THE DRY CONTRACTOR MUST HAVE PUMP AROUND ON SITE IN CASE OF RAIN EVENT.
AROUND AND SILT BAG FOR DEWATERING OR OTHER ACCEPTABLE ALTERNATIVE TO DIRECT RUNOFF THROUGH
CONTRACTOR MUST INSTALL IN DRY. OTHERWISE, CONTRACTOR MUST USE COFFER DAMS WITH PUMP
BRIDGE WILL BE USED FOR ALL TEMPORARY CROSSINGS. FOR AREAS WHERE A CROSS PIPE WILL BE INSTALLED
ALL STREAMS AND WETLANDS WILL BE CROSSED AS NOTED ON PLANS. TIMBER MATTING OR TEMPORARY
17.
16.
15.
14.
MUST BE LOCATED WITHIN THE LIMITS OF DISTURBANCE AS INDICATED ON THE PLANS.
CONCRETE WASHOUT IS SHOWN ON THE PLANS. IF AN ALTERNATE AREA FOR WASHOUT IS USED IT
ANOTHER AREA MUST BE DESIGNATED AS A CONCRETE WASHOUT AREA. RECOMMENDED AREA FOR
CONCRETE TRUCK CLEAN OUT SLURRY GENERATED FOR THIS PROJECT MUST STAY ON THIS PROJECT OR3.
A MINIMUM OF 50' FROM ANY WATERCOURSE OR DRAINAGE STRUCTURES.
ALL MATERIALS WILL BE CONTAINED WITHIN LIMITS OF DISTURBANCE AND WILL BE LOCATED2.
RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR, ANY ADDITIONAL EASEMENTS, AND REGULATORY PERMITS WILL BE THE
CONTROL MEASURES FOR ANY SUCH AREAS. IF ANY ADDITIONAL STAGING AREAS ARE REQUIRED BY THE
THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ADEQUATE EROSION
DISTURBANCE AND A MINIMUM OF 50' FROM ANY STORM DRAIN INLET OR SURFACE WATERS.
ANY STAGING, MATERIAL LAY DOWN, DIRT OR WASTE PILES WILL BE LOCATED WITHIN THE LIMITS OF1.
EC-3
24 HR CONTACT: REUBEN MOORE
[e-mail]
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
1606.01 1606.01
1 1 1 1SPECIAL SEDIMENT CONTROL FENCESPECIAL SEDIMENT CONTROL FENCESEDIMENT CONTROL STONE

SEDIMENT CONTROL STONE
WATER FLOW
STEEL POST - 2 ft DEPTH
2:1
*DIMENSION
VARIABLE RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR2 ft
3 ft
‚ WIRE MESH
1 ft min
‚ WIRE MESH
1 ft min
2 ft
‚ WIRE MESH DD
DDD SPACE POST A MAXIMUM OF 3 FT.
POST 2 FT. DEEP MINIMUM.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
WITH 1/4 INCH MESH OPENINGS.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH

CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
GENERAL NOTES:
FILTER FABRIC
COMPACTED FILL
WIRE
OF 6 LINE WIRES WITH 12" STAY
SPACING.
DIRECTED BY THE ENGINEER.
FILTER FABRIC
8"
4"
WIRE INTO TRENCH
EXTENSION OF FABRIC AND
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)TEMPORARY SILT FENCETEMPORARY SILT FENCE1 1 1 1
SHALL BE 12• GAUGE MIN.
MIDDLE AND VERTICAL WIRES
SHALL BE 10 GAUGE MIN.
TOP AND BOTTOM STRANDRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR1605.01 1605.01
STEEL POST - 2'-0" DEPTH
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
PROVIDE 5'-0" STEEL POST OF THE
SELF-FASTENER ANGLE STEEL TYPE.
WIRE MESH
AA
SECTION A-A
YY
SECTION Y-Y
MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW
2'
2'
2'
6"
1'-6"
‚" WIRE MESH
‚" WIRE MESH
CONTROL STONE
SEDIMENT
WATER
FILTERED
12"
2'
2'
6"
1'-6"
CONTROL STONE
SEDIMENT
WATER
FILTERED
FLOW FLOW
*
MAXIMUM POST SPACING 4 FT.
**
SEE NOTE FOR POST DESCRIPTION
DIMENSION VARIABLE
AVERAGE BOX
DIMENSION VARIABLE
AVERAGE BOX
1632.03 1632.03
1 1 1 1ROCK INLET SEDIMENT TRAP TYPE `C'ROCK INLET SEDIMENT TRAP TYPE `C'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR‚" WIRE MESH
OF 4'.
SPACE POST A MAXIMUM
ANGLE STEEL TYPE.
OF THE SELF-FASTENER
1.5' DEEP MINIMUM, AND
USE 5' STEEL POST, INSTALLED
SEDIMENT CONTROL STONE.
INSTALL WIRE MESH UNDER
DIVERSION POINT.
THE SHOULDER OR ANY
A MINIMUM OF ONE FOOT BELOW
PLACE TOP OF WIRE MESH
1/4 INCH MESH OPENINGS.
MESH HARDWARE CLOTH WITH
USE 24 GAUGE MINIMUM WIRE
FOR SEDIMENT CONTROL STONE.
USE NO. 5 OR NO. 57 STONE
NOTE
FLOW
FLOW
PLAN
SECTION A-A
A
STRUCTURAL STONE
SEDIMENT CONTROL STONE 18" PIPE MAX.
12"
A
ROADWAY SHOULDER
12" MIN12" MIN
DIVERSION POINT
D
D2:12:1MIN.
18"
7'-6" MIN.
MIN.
18"
PIPE
SEDIMENT CONTROL STONE
STRUCTURAL STONE
1635.02 1635.02
1 1 1 1ROCK PIPE INLET SEDIMENT TRAP TYPE `B'ROCK PIPE INLET SEDIMENT TRAP TYPE `B'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FORCONTROLS.
OTHER UP OR DOWNSTREAM
VOLUME MAY BE PROVIDED BY
AREA. SOME OF THE REQUIRED
FEET PER ACRE OF DISTURBED
TRAP VOLUME OF 1800± CUBIC
PROVIDE A TOTAL SEDIMENT
DIVERSION POINT.
BELOW THE SHOULDER OR
A MINIMUM OF ONE FOOT
CONSTRUCT TOP OF BERM
FOR SEDIMENT CONTROL.
USE NO. 5 OR NO. 57 STONE
STRUCTURAL STONE.
CONTROL STON FOR
USE CLASS 'A' EROSION
NOTE:7-067-06EC-3A
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE
A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABALIZE IT AFTER THE CONTRIBUTING
NOTES:
DRAINAGE AREA HAS BEEN PROPERLY STABALIZED.
DRAINAGE AREA HAS BEEN PROPERTLY STABALIZED.
GRADE AND STABALIZE IT AFTER THE CONTRIBUTING
SEDIMENT DEPOSITS AND BRING THE AREA TO
REMOVE ALL FENCING MATERIALS AND UNSTABLE
THE FENCE DURING CLEANOUT.
THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE NEXT RAIN AND TO REDUCE PRESSURE ON
TO PROVIDE ADEQUATE STORAGE VOLUME FOR
REMOVE SEDIMENT DEPOSITS AS NECESSARY
INEFFECTIVE, REPLACE IT PROMPTLY.
COLLAPSE, TEAR, DECOMPOSE, OR BECOME
SHOULD THE FABRIC OF A SEDIMENT FENCE
ANY REQUIRED REPAIRS IMMEDIATELY.
A WEEK AND AFTER EACH RAINFALL. MAKE
INSPECT SEDIMENT FENCES AT LEAST ONCE
MAINTENANCE:
MAINTENANCE:
WEEKLY AND AFTER EACH SIGNIFICANT (0.5"
OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW,
LIMBS, OR OTHER DEBRIS THAT COULD CLOG
INSPECT SEDIMENT TRAPS AT LEAST
THE PIPE WHEN NEEDED.
REMOVE SEDIMENT AND RESTORE THE SEDIMENT
STORAGE AREA TO ITS ORIGINAL DIMENSIONS
WHEN SEDIMENT HAS ACCUMULATED TO 1/2
OF THE DESIGN DEPTH OF THE TRAP.
ANY RIP RAP DISPLACED FROM THE STONE
HORSESHOE MUST BE REPLACED IMMEDIATELY.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (0.5"
OR GREATER) RAINFALL EVENT. CLEAR
THE MESH WIRE OF ANY DEBRIS OR
FLOW FOR SUBSEQUENT RAINS. TAKE
CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
OTHER OBJECTS TO PROVIDE ADEQUATE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
EC-3B

FLOW
A A
*T = 12" MIN., 18" MAX.
H
WIDTH
*T
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
2' MIN
2' MIN
L=3xH
12"
1633.01 1633.01
1 1 1 1TEMPORARY ROCK SILT CHECK TYPE `A'TEMPORARY ROCK SILT CHECK TYPE `A'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR1 1 1 1

SHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FORNOTE: PLACE FILTER FABRIC BENEATH STONE12 FT. PUBLIC ROAD
CLASS "A" STONE
6 IN. MIN. DEPTHGRAVEL DRIVEWAY ENTRANCEGRAVEL DRIVEWAY ENTRANCE BY THE ENGINEER.
4. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
MAINTENANCE.
3. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY
CLEANED UP IMMEDIATELY.
2. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
TRACKING OR DIRECT FLOW OF MUD ONTO OFFSITE PROPERTIES.
1. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
NOTES:100 FT. MINIMUM
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT LEAST
WEEKLY AND AFTER EACH SIGNIFICANT (0.5"
OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW,
LIMBS, OR OTHER DEBRIS THAT COULD CLOG
THE CHANNEL WHEN NEEDED.
REMOVE SEDIMENT ACCUMULATED BEHIND THE
DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL
TO DRAIN THROUGH THE CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO
DAMS AS NEEDED TO MAINTAIN DESIGN
HEIGHT AND CROSS SECTION.
CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
FOR STRUCTURAL STONE.
USE CLASS 'B' EROSION CONTROL STONE
NOTE:
MAINTENANCE:
ADD ADDITIONAL STONE AND "FLUFF" TOP
DRESSING WITH 2" STONE.
SEE N. C. DENR EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
FILTER FABRIC
COMPACTED FILL
WIRE
OF 6 LINE WIRES WITH 12" STAY
SPACING.
DIRECTED BY THE ENGINEER.
FILTER FABRIC
8"
4"
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
1 1 1 1
MIDDLE AND VERTICAL WIRES
SHALL BE 12• GAUGE MIN.
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.STATE OF NORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.SHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR1605.01 1605.01
STEEL POST - 2'-0" DEPTH
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
PROVIDE 5'-0" STEEL POST OF THE
SELF-FASTENER ANGLE STEEL TYPE.
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE
A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABALIZE IT AFTER THE CONTRIBUTINGTEMPORARY SILT FENCE "J-HOOK"TEMPORARY SILT FENCE "J-HOOK"NOTES:
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
1630.06 1630.06
1 1 1 1SPECIAL STILLING BASINSPECIAL STILLING BASINRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR7-067-06Existing Terrain
Special Stilling Basin
Filter Fabric
Stream Bank
8" of Sediment Control Stone
15.0' to 20.0'
Not To Scale
Note: Provide Stabilized Outlet to Streambank
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
ELEVATION VIEW
NATURAL GROUND
NATURAL GROUND
FLOW
1' MIN.
1' MIN.
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
12" MIN.
SILT BASIN
OPTIONAL TYPE "B"4'-6"
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
DITCH CHECK
TEMP. STONE
SLOPE
BACK
SLOPEDITCH
TRAP
SEDIMENT
12"
STRUCTURAL STONE
BASE OF DITCH
CONTROL STONE
12" THICK SEDIMENT
1633.02 1633.02
1 1 1 1TEMPORARY ROCK SILT CHECK TYPE `B'TEMPORARY ROCK SILT CHECK TYPE `B'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FORAS DIRECTED BY THE ENGINEER.
CONTROL. PLACE SEDIMENT CONTROL STONE
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
GRADE LESS THAN 3%.
ONE (1) ACRE DRAINAGE AREA AND A DITCH
CLASS "A" STONE FOR SITES HAVING LESS THAN
THE ENGINEER MAY DIRECT THE OPTION OF
STRUCTURAL STONE.
USE CLASS 'B' EROSION CONTROL STONE FOR
NOTES:7-067-06EC-3C
NOT TO SCALE
SECTION A-A
FLOWCL
A
PLAN VIEW
{
A

STREAM CHANNEL
VAR.
CONSTRUCTION ACCESS ROAD
TEMPORARY BRIDGE STREAM CROSSING
NOTES:
1/4 SUPPORTED SPACING
4' BOLT
3-4' WIDTHS FOR STREAM CROSSING
PROPOSED 12" WOOD BRIDGEMAT WATER DIVERSION
GROUND
EXISTING
EXISING SUBGRADE
1.25" DIA.
BOLTS 1" OR
BRIDGE WITH NO SPACES BETWEEN BOARDS.
2. CONTRACTOR TO CONSTRUCT TEMPORARY
5' LONG
(8 IN. MIN. DEPTH)
CLASS "A" STONE
3-4'
USING 2X10" OR 2X12" BOARDS.
ON BOTH SIDES OF TEMPORARY BRIDGE
1. CONTRACTOR TO INSTALL SIDE BOARDS
CLSTREAM
(BASEFLOW)
MAIN PUMP AS REQUIRED
SEDIMENT PUMP
IMPERVIOUS DIKE
SEE DETAIL
SPECIAL STILLING BASIN
SEE DETAIL
IMPERVIOUS DIKE
CLSTREAM
STREAM BED
TOP OF BANK
2
1
2
1
BASE OF STREAM
TOP OF BANK
2'-0" MIN.
1'-6" MIN.
FLOWFLOW
1'
(#57 STONE)
SEDIMENT CONTROL STONE
FLOW
1' MIN.
STONE(#57 STONE)
SEDIMENT CONTROL
CLASS I
STRUCTURAL STONE,
IMPERVIOUS FABRIC
CROSS SECTION
STONE IMPERVIOUS DIKE
PLAN VIEW
STONE IMPERVIOUS DIKE
PROFILE
STONE IMPERVIOUS DIKE
CLASS I
STRUCTURAL STONE,
3' MIN.
1' MIN
STONE, CLASS 'I'
OUTFALL ONTO STRUCTURE
PUMP-AROUND/PIPE INSTALLATION
PROPOSED 60" RCP
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
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14101

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EC-3D
ISOMETRIC VIEW AMATERIAL
FILL
OF FILL
TOE AGRADE
ROAD
WATTLE
2 FT.
UPSLOPE STAKE
FRONT VIEW
STAKE
2' WOODEN
2"
15"-16"
TOP VIEW
DOWNSLOPE STAKE
TOE OF FILL
18" WATTLE
18" WATTLESEE INSET A
2"-3" TRENCH
INSET A
FILL SLOPE
COIR FIBER WATTLE BARRIER DETAIL
FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25 FT.
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
DO NOT PLACE WATTLES ON TOE OF SLOPE.
EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
WATTLE AND LENGTH OF 10 FT.
USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT)
NOTES:
1'
4 FT.
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
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. KAM P ATORH

FLOW
A A
WIDTH
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
12"
MATTING
EXCELSIOR
MATTING
EXCELSIOR
CLASS B STONE
PAM
INSET A
See Inset A
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
MATTING
EXCELSIOR
CLASS B STONE
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
TO BE APPLIED TO EACH ROCK SILT CHECK.
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
(4 OZ.)
H = 2' MIN
1' MIN
1' MIN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
NOTES:
EC-3E
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

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. KAM P ATORH
EC-3F
MATTING INSTALLATION DETAIL
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
MATTING IN DITCHES

MATTING ON SLOPES
BACKFILL
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
18"
(MIN.)
6" MIN
STAPLES ON
1' CENTERS
IN TRENCH
EXISTING
GROUND
6"
(MIN.)
S L OP E
STAPLES ON
1' CENTERS
IN TRENCH
NOT TO SCALE
A
B
A
B
A
4"
4"
10"
10"
10"
DIAGRAM B
DIAGRAM A
10"
6"
30'
C
4"
4"
30'
C
STAPLE
CHECK
10"
4"
4"
Staple
Check
Staple
Staple Check Pattern
DIAGRAM c 1 1/2'6'
3'
3'
Staple
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

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. KAM P ATORH
EC-3G
SOIL STABILIZATION SUMMARY SHEET
SUBTOTAL
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
SIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
ESTIMATE (SY)STATION
TO
SIDESTATION
FROM
LINE
SHEET NO.
CONST
ESTIMATE (SY)
MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT
rt
rt
-l1-
-l1-
-l1-
-l1-
-l1-
11+25 14+25 1554, 5
16+00 22+00 660
6
7
8
23+37 29+50 465
rt29+50 31+20 105
31+25 33+50 115
43+00 46+50
5, 6
rt
LT7, 8
1590
200
1790
2000
SUBTOTAL
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
50
50
LT
-l1-8 45+50 46+00 LT 50
100
100-l1-8 46+00 47+50 LT 90
460-l1- CUT SLOPE
EXCELSIOR MATTING
SUBTOTAL
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
560
600
460
100
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
EC-3H
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
EC-3I
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
EC-3J
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
235235235235235235
2352352352352352352352352
35
23
5
235
235
240240240240240240240 240240240240
240
240
240240245245245245245
2452
4
5
245
245
250250250250250255255255255255255260260260260260260260265
265265265265270270270270
270275275275275
275275275275
280GREU TL-3ICV
ICV
ICV
TPED
T
EIR
T
T
T
T
EB
FOWP
4TREE
4LI
4LI
4LI
4LI
4LI
4LI
6TREE
4TREE
4TREE
4TREE274274
2
69
RIP
RAP
RIP
RAP
WOODED
AREA
WOODED
AREA
WOOD
ED
AREA SE
G
M
E
N
TE
D B
L
O
C
K W
A
LL
PERGOLA
SUPPORT
COLUMN
(TYP
.)
ASPHALT
PARKING
PARK
STOP
(TYP
.)
LAND
SCAPE
AREA
LOT 213
PIN 0786-12-9457
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009DB 11903, PG 91ASSOCIATION INCUMSTEAD HOMEOWNERSTHE HAMPTONS ATN/F
EXIST ROWPT Sta. 4+46.75
PC Sta. 3+78.33
PC Sta. 6+93.22
4+00
5+00
6+00
7+00
8+00
10+0011+00
-L1-265' RIGHT TURN LANE TAPER-H
SW
-9+0015+00
GREU-TL3TYPE-IIITYPE-IIIGREU TL-315+0011+0012+0013+0014+0016+00-EBCR-.02.02.02.01+40.00.02
C
A
T-1-Y3- PT Sta. 11+65.55
-Y3- PC Sta. 11+17.54
-Y3- PT Sta. 10+94.47
-HSW- PT Sta. 11+94.00
-HSW- POT Sta. 10+00.00
-HSW- PC Sta. 10+14.22
-HSW- PT Sta. 10+21.77
-HSW- PI Sta. 11+27.42
-HSW- PC Sta. 11+61.68
-Y3- POT Sta. 10+00.00
-Y3- PC Sta. 10+39.23
-Y3- PC Sta. 12+70.78
-Y3- PT Sta. 12+82.20
+15
.00
-Y3- POT Sta. 16+02.43
-Y3- PT Sta. 15+71.26
-Y3- PC Sta. 15+48.47
.0
2
1
1'
1
1'
1
2'
12'
8'
8'
10.5'
B
M 20
0
7
PG 148
4
TREE CO
NSERVATIO
N AREA
100' WIDE GREENWA
Y &
ELEV: 234.59'
E: 2082272.420
N: 762725.321FCW FC WCONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
AND PRIMARY STAGING AREA
CONSTRUCTION ENTRANCE
C
B
CONSTRUCTION ACCESS.
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
12' x 8' x 2'
C
B
9' x 5' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
PROJECT STAGING AREA
TO BE LOCATED WITHIN
CONCRETE WASHOUT AREA
LIMITS OF DISTURBANCE
IS SHOWN OUTSIDE OF MARKED
OF DISTURBANCE EVEN IF EASEMENT
ALLOWED OUTSIDE OF MARKED LIMITS
NO LAND DISTURBING ACTIVIITES ARE
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
REMOVEJB w/Slab Lid
15" RCP-III
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 10 SY
EST 3 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
SEE DETAIL 3
EST 165 SY GEOTEXTILE
EST 55 TONS
CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTION
F
ROM -
L1- S
T
A. 15
+32
T
O
S
T
A. 18
+00 RT
F
ROM -
L1- S
T
A. 16
+00
T
O
S
T
A. 22
+00
L
T
F
ROM -
L1- S
T
A. 11
+25
T
O
S
T
A. 14
+25 RT
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
-Y5- SUPERELEVATION INCREMENT SPACING IS 10' UNLESS OTHERWISE NOTED.
-Y3- SUPERELEVATION INCREMENT SPACING IS 10' UNLESS OTHERWISE NOTED.
-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEET 18 FOR PROFILE -L1- STA. 4+12.68 TO 11+50.00
SEE SHEETS 16 & 26 FOR PARKING LOT DESIGN DETAILS
SEE SHEET L1 FOR LANDSCAPE PLANS PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
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. KAM P ATORH
11
230
EC4/CONST4
SEE SHEET 17
MATCHLINE STA 11+50.00 SEE SHEET EC5/CONST5MATCHLINE -L1- -Y3--HSW-
C
F
F
FFF F
F C
C
F F
CC
F
C
F
F
F
F
F FF
FF
F
F
C
C
C
F
F
F
F
C
C
C C
C F
C
C
F F
C
C
CFCF
F
F
F FCCFF
F
F
C FC
12+
00
13+
00
14+00 15+00
16+00
17+00
18+00.02.02.0212'12'
MULCHED AREA FOR SIGN
SHEET S-18)(SEE DETAIL
RAILSWOOD APPROACH
(SEE DETAIL SHEET S-18)
WOOD APPROACH RAILS
(SEE DETAIL SHEET S-18)
RAILS
WOOD APPROACH
BM 2007 PG 1484TREE CONSERVATION AREA100' WIDE GREENWAY &
B
M 2007 P
G 1484
T
REE
C
O
NSE
R
V
ATI
O
N
A
RE
A
75' WI
DE
G
REE
N
WA
Y &ELEV: 237.76'
E: 2082369.914
N: 762693.756
ELEV: 236.42'
E: 2082468.510
N: 762661.142235 235
235235235235235235235235235
235
235
235
235235 235235235235235235
235
2
3
5
235
240240240240240240240245245245245245245250250250250250255255255255255255260260260260265265265265270270270270275275275275280280280285285290F
C
F
C
F
C
F
CF
F
C
F
CC
C
C
F
C
F
C
F
F
F
C
LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
PIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
PIN 0786-22-4319
DB 015298, PG 00731
JENNIFER A. KEUS
MICHAEL A. KEUS &
N/F FCWFCWCONSTRUCTION SHEET 5
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ACCESS.
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
LIMITS OF DISTURBANCE
IS SHOWN OUTSIDE OF MARKED
OF DISTURBANCE EVEN IF EASEMENT
ALLOWED OUTSIDE OF MARKED LIMITS
NO LAND DISTURBING ACTIVIITES ARE
FENCE
TREE PROTECTION
COMBINATION SILT/
FENCE
TREE PROTECTION
COMBINATION SILT/
SEE DETAIL 1
SPECIAL CUT DITCH
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
RIP RAP
CLASS II
SEE DETAIL 13
EST 140 SY GEOTEXTILE
EST 75 TONS
BANK STABILIZATION
RIP RAP
CLASS II
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
5
-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEET 18 FOR PROFILE -L1- STA. 11+50.00 TO 19+00.00
EC5/CONST519
220
230
240SEE SHEET EC6/CONST6MATCHLI
NE
-L1- STA 19+00.00 SEE SHEET EC4/CONST4MATCHLINE -L1- STA 11+50.00
235235235235235235235235235
235
235
235235235 240
240
240240240240240240
240 240240240240240245245245245245
245
250250250
250
2552552
5
5
260265275280W
PIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
20+00
21+00
22+00
2
3
+0
0
24+00
25+00
26+00
.02.01.00.01.02
.02.01.00
.01.02.02 .0212'12'BM 2007 PG 1484
TREE CONSERVATION AREA
75' WIDE GREENWAY &
EC6/CONST6
220
230
240
27
SEE S
HEET E
C5/C
ONST5MAT
C
HLI
NE -L1- ST
A 19+00.00 STA 27+00.00 SEE SHEET EC7/CONST7MATCHLINE -L1-FCW
FCW
CONSTRUCTION SHEET 6
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ACCESS.
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
FENCE
TREE PROTECTION
COMBINATION SILT/
FENCE
TREE PROTECTION
COMBINATION SILT/
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 1
SPECIAL CUT DITCH
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
RIP RAP
CLASS II
-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEET 19 FOR PROFILE -L1- STA. 19+00.00 TO 27+00.00
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORHCFCFF
C
F
F
F
F
C
C
C
C
C
C
F
C
F
F
C CCC
2
8+
0
0
2
9
+
0
0
30+0031+00 32+00.02.0212'12'BM
2
0
0
7 PG
1
4
8
4TREE CONSERVATI
ON AREA7
5' WI
DE GREENWAY &235235235
235
2
3
5
240
240
240240240240
2
4
0
2402402402402402452452452452452452452452452502502502502502
5
0
255255255260260260265265265270275C
C
C
F
C FCFF
C
C
F
F C
C
C
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
CONSTRUCTION SHEET 7
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -FCWFCWCONSTRUCTION ACCESS
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 19 FOR PROFILE -L1- STA. 27+00.00 TO 33+00.00
230
240
EC7/CONST7
220SEE SHEET EC6/CONST6MATCHLINE -L1- STA 27+00.00SEE SHEET EC8/CONST8MATCHLINE -L1- STA 33+00.00
3
4
+0
0 35+0036+0037+003
8
+
0
0
39+00
40+00
45
+
00
41+00
42+00
4
3
+
0
0
44+00
46+0047+0048+0049+00
50+00 51+0052+0053+00 54+00
.
0
2
.01.00.01.02.02.01
.00.01
.02
.02
.02.02
B
M 2007 PG 1484
TREE CONSERVATION AREA
75' WIDE GREEN
WAY &
240
2
4
0
2
40
2402
4
0240240240240
2452452452
4
5
245
245
245250250250
250
2502552
5
5
255 2552
5
5
2
60260
260
2602652
6
5
265
265
265270270270
270
2
7
0
270
275
275275275
275275
280
2802802
8
0
280
280
2
8
0 2852852852852
8
5
285
2
8
5
2
8
5 2902902902902
9
0
290
290
290 295295
295295295295295
295
295
295 300300
300300300300300
3
0
0
3
0
0
300 3053053053053
0
5
305
3
0
5 305 310310310310310
3
1
0
310
3103153153153153153
1
5
315
315
3
15 320320320320
320
3
2
0
320 325325325325
3
2
5 330330330
3
3
0335335
335340340 340345C
C
C
F
C
F
F
C FCFFCCF
F
F CF
F
C
C
C
C
C
C CCCFF CFCFCFCFCCCFFF
F
F
F
C
C
C
C
F
F
F
F
CCC
FCF
F
F
F
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(16.52 ACRES PER RECORDS)
PIN 0786-30-8563
BM 1990, PG 765
DB 14831, PG 744
SOUTHEAST, LLC
HANSON AGGREGATES
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
FCWFCWCONSTRUCTION SHEET 8
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ACCESS.
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
B
19' x 12' x 2'
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
DRAIN
GRADE TO
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
18" HDPE
SEE DETAIL 8
BERM DITCH
EST 399 SY GEOTEXTILE
EST 248 TONS
CLASS II RIP RAP
SEE DETAIL 9
BERM DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
0801
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
RIP RAP
CLASS II
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
( Not to Scale)
BANK STABILIZATION
STA 34+71 -L-
DETAIL 13
GEOTEXTILE
Type of Liner= CLASS II RIPRAP

3.0'min.
2.0'
NWS
STA 34+95 -L-
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEETS 20 AND 21 FOR PROFILE -L1- STA. 33+00.00 TO 55+00.00
EC8/CONST8STA
5
5
+0
0.
0
0 SEE SHEET EC9/CONST9MATCHLINE
-L1-SEE SHEET EC7
STA 33+00.00
MATCHLINE -L1-
60+00
56+00 57+00
58+00
59+00.02.02300305310310310315315315320
320320320320325325325325325330330330330330330335335335335335340340340340340340340345345345345345345345350350350350350350350
350350
355
C
C
C F
C
F
C
F
F
C F
F
F
F F
(16.52 ACRES PER RECORDS)
PIN 0786-30-8563
BM 1990, PG 765
DB 14831, PG 744
SOUTHEAST, LLC
HANSON AGGREGATES
N/F
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
CONSTRUCTION SHEET 9
EROSION CONTROL FOR
CLEARING AND GRUBBING
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
B
12' x 8' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
24" HDPE MUST BE INSTALLED IN THE DRY.
24" HDPE
11 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
0901
EST 210 SY GEOTEXTILE
EST 70 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 22 FOR PROFILE -L1- STA. 55+00.00 TO 60+50.00
EC9/CONST9MATCHLINE -L1- STA 55+00.00 SEE SHEET EC8/CONST8MATCHLINE -L1- STA 60+50.00 SEE SHEET EC10/CONST10
61+00 62+0063+00.02.01.00.01.02.02.01.00.01.02.0212'
12'340345345350350350355355355355355360360360360360365365365F
F
C
C F FC
F
C
CCFF
F
C
C
W
(16.52 ACRES PER RECORDS)
PIN 0786-30-8563
BM 1990, PG 765
DB 14831, PG 744
SOUTHEAST, LLC
HANSON AGGREGATES
N/F
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
CONSTRUCTION SHEET 10
EROSION CONTROL FOR
CLEARING AND GRUBBING
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ENTRANCE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 22 FOR PROFILE -L1- STA. 60+50.00 TO 63+70.29
EC10/CONST10MATCHLINE -L1- STA 60+50.00 SEE SHEET EC9/CONST9
2
2
5
2
2
5
225
225225225225225225225
225225225225225230230230230
2
3
0230230230230230230
230230230230230230235235235235235235235235235235
2352352352352
3
5
2
3
5
240240240240240240240240240240
2402402
4
0
240
240
240245245245245245245245245245 245
245245245245245
245245
245
245
245245250250250250250250250250250250
250
250250
250
2
5
0
2502502552552552552552552552552552552552
5
5
255255
255
255
255
255260
260 2602602602602 6 0
260260260260260260260260260260
2
6
0
260260
260
260
260
2652652652652652652652
6
5
265265
265265
2
6
5
265265265265
2702702702702702702
7
0
270 270
270
270
275275275275275275275275
275275 275
28028028028028
0
280
280
280
280
2852852852852852
8
5
285
290290290290
295295295300BLDGRD
259.5
W/E
W/E
247.3
W/E
(BOOK OF MAPS 1990, PAGE 410)40' SANI
TARY SEW
ER EASEMENT(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F 10+0011+0012
+0
0
13+00
1
4
+
0
0 15+0016+00 17+0018+00
19+0020
+
00
21
+
00
.02.02.01.00
.01.02
.
0
2
.01.00
.01.02.02
.01.00
.01
.02.02H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
CONSTRUCTION SHEET 11
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ENTRANCE
24' x 12' x 2'
SEE SHEET 23 FOR PROFILE -L2- STA. 10+80.60 TO 21+50.00
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
EC11/CONST11MATCHLINE -L2- STA 21+50.00 SEE SHEET EC12/CONST12C
F
FFFFCFF
C
C
CCCCCFF
CC
F
F
2
2
5225225225225225
225
225225225225225225225230230230230230
230
230
230230230230230230230235235235235235235235235 2352
3
5
235235240240240240240240240
240
240240240
240
245245245245245245245
2
45
2452
4
5
24
5
250250250250250250250250 250250250
250255255255255255255255
255
255255
2
5
5
260260260260260260260
260
260
260
265265265265265265
265
2
6
5
270270270270270270
270
2
7
0
275275275275
275280280EC12/CONST12MATCHLINE -L2- STA 21+50.00 SEE SHEET EC11/CONST11MATCHLINE -L2- STA 29+50.00 SEE SHEET EC13/CONST13W
PIN 0786-51-9537
DB 16646, PG 1631
FOUNDATION INC
CITY OF OAKS
N/F(BO
O
K
O
F
M
A
P
S
1990,
PA
G
E
41
0)40'
SA
N
ITA
RY

S
EW
ER

EA
S
EM
EN
T
(15.34 ACRES PER RECORDS)
PIN 0786-62-0033
DB 15551, PG 1993
SOUTHEAST, INC
HANSON AGGREGATES
N/F
CONSTRUCTION SHEET 12
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
FC
W
FC
WSILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
DIVERSION DITCH
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
B
24' x 12' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
36" HDPE MUST BE INSTALLED IN THE DRY.
36" HDPE
EST 25 SY GEOTEXTILE
EST 10 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 1I FOR RIGHT-OF-ENTRY AGREEMENT
SEE SHEET 24 FOR PROFILE -L2- STA. 21+50.00 TO 29+50.00
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
22+00 25+0023+00
24
+00
26+00 28+0029+0027+00.02
.
0
1
.00.01.02.02.02ELEV: 232.76'
E: 2085915.929
N: 761861.471
C
F
C
F
CF
C
F
C
F
C
F
C
CFFCFF
225
225
225
225
225
225
225225
225225225225225225225225225230
230230
230
230
230
230230
230230230230230230230230230230230235235235235235235235235235235235 235
235
235
235 235235
240240240240240240240240
240
240
240
240 240240
245245245245245245245
245
2
4
5
245
245
245
245
250250250250250250
250
250 250 250250250
255255255255255255
255
255
255
260260260260
260
265265265
2 6 5
270
W
(BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENT
(15.34 ACRES PER RECORDS)
PIN 0786-62-0033
DB 15551, PG 1993
SOUTHEAST, INC
HANSON AGGREGATES
N/F
3
0
+0
0
35+00
3
1
+0
0
32+00
33+00
34+00
36+00
37+00.02.02ELEV: 231.05'
E: 2086060.499
N: 761646.008
CONSTRUCTION SHEET 13
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
FCWFCWSILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
W ORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEW ATERING OR OTHER ACCEPTABLE
DAMS W ITH PUMP AROUND AND SILT BAG
OTHERW ISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 24 FOR PROFILE -L2- STA. 29+50.00 TO 37+50.00
EC13/CONST13MATCHLINE -L2- STA 29+50.00 SEE SHEET EC12/CONST12MATCHLINE -L2- STA 37+50.00 SEE SHEET EC14/CONST14CFFC
C
C
F
C
F
F
F
F
C
C
C
F
C
F C
C
F
C
F
F
F
F
F
F C F F
F
225
225
225
2252
2
5
225225
225225225225225
225230230230
230
230
230
2
3
0
230230230
230
2302302
3
0230
230230
230230230230230235235235235
2
3
5235
235
235 235240240240240240
240
240
240
245245
2
4
5
245
245
245
245
250250250250250
250
255
2
5
5
255
260265270LOT 290
PIN 0786-61-6334
BM 1969, PG 68
DB 8482, PG 1296
L. HUNTER TURNAGE
N/F
LOT 289
PIN 1786-61-7266
DB 9367, PG 1331
LORI ANN KING
CHARLES R. KING &
N/F
LOT 288
PIN 1786-61-9227
DB 10019, PG 313
KHALED A. HARFOUSH
N/F
LOT 287
PIN 0786-71-0351
DB 15666, PG 797
ELIZABETH ANN CRAIG
JOSHUA RAY CRAIG &
N/F
(BOOK OF MAPS 1990, PAGE 542)
20' SANITARY SEWER EASEMENT
(BOOK OF MAPS 1990, PAGE 410)
40' SANITARY SEW ER EASEMENT
4
0
+
0
038+0039+0011+00
44+00
-L2-
CRABTREE CREEK C/L.02.
0
2
CRABTREE CREEK C/L12+00
-L2_REV-
-L2-
500 YR BASE FLOOD EL.=252'
100 YR BASE FLOOD EL.=244'
RIM EL.=246.86'
GROUND EL.=232.30'
500 YR BASE FLOOD EL.=252'
100 YR BASE FLOOD EL.=244'
RIM EL.=246.68'
GROUND EL.=231.22'
ELEV: 232.40'
E: 2086715.232
N: 761161.153
ELEV: 230.90'
E: 2086908.717
N: 761151.456
CONSTRUCTION SHEET 14
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SIL
T
F
E
N
C
E
A
P
P
R
O
X. 2'
O
U
T
SI
D
E
O
F
LI
MIT
S
O
F
DIS
T
U
R
B
A
N
C
E -
B
B
12' x 8' x 2'
15' x 9' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
18" HDPE
18" HDPE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORHMATCHLINE -L2- STA 37+50.00 SEE SHEET 13MAT
CHLI
NE -
L
2-
S
T
A
4
5
+
0
0.
0
0
S
E
E
S
HE
E
T
1
5
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEET 25 FOR PROFILE -L2- STA. 37+50.00 TO 45+00.00
EC14/CONST14FFCCFCFFFCC
F
C
C
F
F
F
F
F
F
C
C
C
C
F
C
F
F
F
225225225225225225225225230230230230
2 3 0
230230230230230
2352
3
5 235235235235 2352 3 5235 235240240240240240240 240240
245
245
245245245245245245245
245
250250250250
250250
2502502502552
5
5
255255255255255
255
255255260260260260260
265265265
270270270275280280W
W
W
LOT 286
PIN 0786-71-1358
DB 15033, PG 273
CHARLES S. NICHOLS
JULIA G. HAFER &
N/F
LOT 285
PIN 0786-71-3423
DB 3161, PG 815
JOYE W. VOSHELL
ROBERT W. VOSHELL &
N/F
(BOOK OF MAPS 1990, PAGE 542)20' SANITARY SEWER EASEMENT(BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENT46+0047+00.02
.02
12'
500 YR BASE FLOOD EL.=251'
100 YR BASE FLOOD EL.=246'
RIM EL.=232.32'
GROUND EL.=231.31'
ELEV: 230.98'
E: 2087290.732
N: 761270.901
ELEV: 254.00'
E: 2087193.401
N: 761636.715
CONSTRUCTION SHEET 15
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
FCWSILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -FCWSECONDARY STAGING AREA
CONSTRUCTION ENTRANCE AND CONSTRUCTION ENTRANCE
PROJECT STAGING AREA
TO BE LOCATED WITHIN
CONCRETE WASHOUT AREA
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
-L2- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 25 FOR PROFILE -L2- STA. 45+00.00 TO 46+90.95 AND -PLCON-
EC15/CONST15
MATCHLINE -L2- STA 45+00.00 SEE SHEET EC14/CONST14FFCCFFFFCFCF CFFFF FFF
MATCHL
INE
SEE
TH
IS
SHEET
MATCHL
INE
SEE
TH
IS
SHEET
CONSTRUCTION SHEET 16
EROSION CONTROL FOR
CLEARING AND GRUBBING
EC16/CONST16
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
SHOWN ON SHEET 4
INFORMATION ALSO 235235235235235
235235235235235235
240240240240240240 240240240240
240
240
240240240240240240
240
245245245245245
245245245245245245
245
250250250250250250250250250250
250255255255255255255255
255255
255260260260260260260260260260
260265
265265265265265265
265270270270270270270275275275275275275275275280GREU TL-3ICV
ICV
ICV
TPED
T
EIR
T
T
T
T
EB
FOWP
4TREE
4LI
4LI
4LI
4LI
4LI
4LI
6TREE
4TREE
4TREE
4TREE274274
2
6
9
RIP
RAP
RIP
RAP
WOODED
AREA
WOODED
AREA
WOODED
AREA
S
E
G
M
E
N
T
E
D B
L
O
C
K W
A
L
L
PERGOLA
SUPPORT
COLUMN
(TYP
.)
ASPHALT
PARKING
PARK
STOP
(TYP
.)
LANDSCAPE
AREA
LOT 213
PIN 0786-12-9457
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
EXIST ROW4+00
5+00
6+00
7+00
8+00
10+00-L1-
10+00
-H
SW
-9+0015+00
GREU-TL3TYPE-IIITYPE-IIIGREU TL-315+0011+0012+0013+0014+0016+00-EBCR-.02.02.02.01.02C
A
T-1.0
2 B
M 2007 PG 1484
TREE CONSERVATION AREA
100' WIDE GREEN
WAY &
F
C FF
C
F
F
FFF F
F C
C
F F
CC
F
C
F
F
F
F
F FF
FF
F
F
C
C
C
F
F
F
F
C
C
C C
C F
C
C
F F
C
C
CFCCFF
F
F
C
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
AND PRIMARY STAGING AREA
CONSTRUCTION ENTRANCE
B
12' x 8' x 2'
B
9' x 5' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
PROJECT STAGING AREA
TO BE LOCATED WITHIN
CONCRETE WASHOUT AREA
LIMITS OF DISTURBANCE
IS SHOWN OUTSIDE OF MARKED
OF DISTURBANCE EVEN IF EASEMENT
ALLOWED OUTSIDE OF MARKED LIMITS
NO LAND DISTURBING ACTIVIITES ARE
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
REMOVEJB w/Slab Lid
15" RCP-III
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 10 SY
EST 3 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
SEE DETAIL 3
EST 165 SY GEOTEXTILE
EST 55 TONS
CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTION
EC17/CONST17
CONSTRUCTION SHEET 17
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
235235235 235235235235
235
235 235
235240240240240240
240 240240
240
240
240240245245245245
245245
245
245
245
245
24
5250250250250250
250
250
250
250255255255255255
255255 255255 255
255 255255260260260260
260
260260
260265265265265265
265
2 6 5265270 2
7
0
270270 2702752
7
5
275
275
2
7
5280280
2
8
0
280280
2
8
02852
8
5
285
285
2
9
0
290 295300300
W
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
11+00
11+00
12+00
13+00
14+00
15+00
16+00
10+00
-Y5-TYPE-IIIGREU TL-317+0018+00-EBCR-.02.02.
0
1
.00.01.02.02.01
.00
.01
.0
2
.0
2
.0
1
.0
0
.01.02
.02SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SLOPE STAKE LINE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
ENTRANCE
CONSTRUCTION
DI
15" HDPE
5 SY GEOTEXTILE
1 TON
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
JB w/Slab Lid
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
15" HDPE
AND TIE TO JB
SECTION OF 15" CSP
REPLACE DAMAGED
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
0408
0407
0401
0402
SEE SHEET 4MATCHLINE
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEET 27 FOR -Y5- PROFILE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
F
C CFC
F
C
F
C
F FFCCCCFFFFCC
C
C
F
F
F
FC CCCC
235235235235235235
2352352352352352352352352
35
2
3
5
235
235
240240240240240240240 240240240240
240
240
240240240 240245245245245245
2452452
4
5
245
245
250250250250250255255255255255255260260260260260260260265
265265265265270270270270275275275275
275275275275
280ICV
ICV
ICV
TPED
T
EIR
T
T
T
T
EB
FOWP
4TREE
4LI
4LI
4LI
4LI
4LI
4LI
6TREE
4TREE
4TREE
4TREE274274
2
6
9
RIP
RAP
RIP
RAP
WOODED
AREA
WOODED
AREA
WOODED
AREA SE
G
M
E
N
T
E
D B
L
O
C
K W
A
L
L
PERGOLA
SUPPORT
COLUMN
(TYP
.)
ASPHALT
PARKING
PARK
STOP
(TYP
.)
LANDSCAPE
AREA
LOT 213
PIN 0786-12-9457
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009DB 11903, PG 91ASSOCIATION INCUMSTEAD HOMEOWNERSTHE HAMPTONS ATN/F
EXIST ROWPT Sta. 4+46.75
PC Sta. 3+78.33
PC Sta. 6+93.22
4+00
5+00
6+00
7+00
8+00
10+0011+00
-L1-265' RIGHT TURN LANE TAPER-H
SW
-9+0015+00
GREU-TL3TYPE-IIITYPE-IIIGREU TL-315+0011+0012+0013+0016+00-EBCR-.02.02.02.01+40.00.02
C
A
T-1-Y3- PT Sta. 11+65.55
-Y3- PC Sta. 11+17.54
-Y3- PT Sta. 10+94.47
-HSW- PT Sta. 11+94.00
-HSW- POT Sta. 10+00.00
-HSW- PC Sta. 10+14.22
-HSW- PT Sta. 10+21.77
-HSW- PI Sta. 11+27.42
-HSW- PC Sta. 11+61.68
-Y3- POT Sta. 10+00.00
-Y3- PC Sta. 10+39.23
-Y3- PC Sta. 12+70.78
-Y3- PT Sta. 12+82.20
+15
.00
-Y3- POT Sta. 16+02.43
-Y3- PT Sta. 15+71.26
-Y3- PC Sta. 15+48.47
.0
2
11'
1
1'
1
2'
12'
8'
8'
10.5'
B
M 2007 PG 1484
TREE CONSERVATION AREA
100' WIDE GREEN
WAY &
ELEV: 234.59'
E: 2082272.420
N: 762725.321FCW FC WSILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
AND PRIMARY STAGING AREA
CONSTRUCTION ENTRANCE
C
B
CONSTRUCTION ACCESS.
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
12' x 8' x 2'
C
B
9' x 5' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
PROJECT STAGING AREA
TO BE LOCATED WITHIN
CONCRETE WASHOUT AREA
LIMITS OF DISTURBANCE
IS SHOWN OUTSIDE OF MARKED
OF DISTURBANCE EVEN IF EASEMENT
ALLOWED OUTSIDE OF MARKED LIMITS
NO LAND DISTURBING ACTIVIITES ARE
18" HDPE
0403
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
0404
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
REMOVEJB w/Slab Lid
15" RCP-III
0405
0406
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 10 SY
EST 3 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
SEE DETAIL 3
EST 165 SY GEOTEXTILE
EST 55 TONS
CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTION
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L1- STA. 11+11 TO STA. 11+26 RT
FROM -L1- STA. 05+43 TO STA. 05+52 LT
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
F
ROM -
L1- S
T
A. 15
+32
T
O
S
T
A. 18
+00 RT
F
ROM -
L1- S
T
A. 16
+00
T
O
S
T
A. 22
+00
L
T
F
ROM -
L1- S
T
A. 11+25
T
O
S
T
A. 14
+25 RT
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
-Y5- SUPERELEVATION INCREMENT SPACING IS 10' UNLESS OTHERWISE NOTED.
-Y3- SUPERELEVATION INCREMENT SPACING IS 10' UNLESS OTHERWISE NOTED.
-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEET 18 FOR PROFILE -L1- STA. 4+12.68 TO 11+50.00
SEE SHEETS 16 & 26 FOR PARKING LOT DESIGN DETAILS
SEE SHEET L1 FOR LANDSCAPE PLANS PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
EC18/CONST4SEE SHEET EC19/CONST5MATCHLINE -L1- STA 11+50.00-Y3--HSW-
C
F
F
FFF F
F C
C
F F
CC
F
C
F
F
F
F
F FF
FF
F
F
C
C
C
F
F
F
F
C
C
C C
C F
C
C
F F
C
C
CFCF
F
F
F FCCFF
F
F
C FC
12+
00
13+
00
14+00 15+00
16+00
17+00
18+00.02.02.0212'12'
BM 2007 PG 1484TREE CONSERVATION AREA100' WIDE GREENWAY &
B
M 2007 P
G 1484
T
REE
C
O
NSE
R
V
ATI
O
N
A
RE
A
75' WI
DE
G
REE
N
WA
Y &ELEV: 237.76'
E: 2082369.914
N: 762693.756
ELEV: 236.42'
E: 2082468.510
N: 762661.142235 235
235235235235235235235235235
235
235
235
235235 235235235235235235
235
2
3
5
235
240240240240240240240245245245245245250250250250255255255255260260265270270270275275280285F
C
F
C
F
C
F
CF
F
C
F
CC
C
C
F
C
F
C
F
F
F
C
LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
PIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
PIN 0786-22-4319
DB 015298, PG 00731
JENNIFER A. KEUS
MICHAEL A. KEUS &
N/F FCWFCWSILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ACCESS.
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
LIMITS OF DISTURBANCE
IS SHOWN OUTSIDE OF MARKED
OF DISTURBANCE EVEN IF EASEMENT
ALLOWED OUTSIDE OF MARKED LIMITS
NO LAND DISTURBING ACTIVIITES ARE
FENCE
TREE PROTECTION
COMBINATION SILT/
SEE DETAIL 1
SPECIAL CUT DITCH
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L1- STA. 15+25 TO STA. 15+32 RT
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTION
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 14+46 TO STA. 14+86 RT -L1-
DETAIL 3
Type of Liner= Class B Rip-Rap
d=1 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
Flatter2:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L1- STA. 15+32 TO STA. 18+00 RT
FROM -L1- STA. 16+00 TO STA. 22+00 LT
FROM -L1- STA. 11+25 TO STA. 14+25 RT
DETAIL 1
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
BANK STABILIZATION
STA 14+88 -L-
DETAIL 13
GEOTEXTILE
Type of Liner= CLASS II RIPRAP

3.0'min.
2.0'
NWS
STA 15+23 -L-
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
RIP RAP
CLASS II
SEE DETAIL 13
EST 140 SY GEOTEXTILE
EST 75 TONS
BANK STABILIZATION
RIP RAP
CLASS II
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 18 FOR PROFILE -L1- STA. 11+50.00 TO 19+00.00
EC19/CONST5SEE SHEET EC20/CONST6MATCHLI
NE
-L1- STA 19+00.00 SEE SHEET EC18/CONST4MATCHLINE -L1- STA 11+50.00
20+00
21+00
22+00
2
3
+0
0
24+00
25+00
26+00
.02.01
.00.01
.02
.02.01.00
.01.02.02 .0212'12'BM 2007 PG 1484
TREE CONSERVATION AREA
75' WIDE GREENWAY &235235235235235235235235235
235
235
235235235 240
240
240240240240240240
240 240240240245245245245
245
250250
250
255255
260265275280CFCFF
C
F
F
F
F
C
C
C
C
C
C
F
C
F
F
C CCCW
PIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
FCW
FCW
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ACCESS.
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
FENCE
TREE PROTECTION
COMBINATION SILT/
FENCE
TREE PROTECTION
COMBINATION SILT/
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 1
SPECIAL CUT DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L1- STA. 23+24 TO STA. 23+37 RT
FROM -L1- STA. 23+18 TO STA. 23+32 LT
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.Flatter2:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L1- STA. 23+37 TO STA. 31+20 RT
FROM -L1- STA. 23+32 TO STA. 25+00 LT
FROM -L1- STA. 16+00 TO STA. 22+00 LT
DETAIL 1
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
RIP RAP
CLASS II
( Not to Scale)
BANK STABILIZATION
STA 22+91 -L-
DETAIL 13
GEOTEXTILE
Type of Liner= CLASS II RIPRAP

3.0'min.
2.0'
NWS
STA 23+26 -L-
-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 19 FOR PROFILE -L1- STA. 19+00.00 TO 27+00.00
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
EC20/CONST6STA 27+00.00 SEE SHEET EC21/CONST7MATCHLINE -L1-SEE S
HEE
T E
C19/C
ONST5MAT
C
HLI
NE -L1- ST
A 19
+00.00
2
8+
0
0
2
9
+
0
0
30+0031+00 32+00.02.0212'12'BM
2
0
0
7 PG
1
4
8
4TREE CONSERVATI
ON AREA7
5' WI
DE GREENWAY &235235235
235
2
3
5
240
240240240
2
4
0
2402402402402402452452452452452452452452452502502502502502
5
0
255255255255260260260260260260265265265265265270270275C
C
C
F
C FCFF
C
C
F
F C
C
C
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -FCWFCWCONSTRUCTION ACCESS
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
Flatter2:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L1- STA. 31+25 TO STA. 33+50 LT.
FROM -L1- STA. 23+37 TO STA. 31+20 RT.
DETAIL 1
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L1- STA. 31+16 TO STA. 31+25 RT
FROM -L1- STA. 31+19 TO STA. 31+30 LT
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 19 FOR PROFILE -L1- STA. 27+00.00 TO 33+00.00
230
240
220
EC21/CONST7SEE SHEET EC22/CONST8MATCHLINE -L1- STA 33+00.00SEE SHEET EC20/CONST6MATCHLINE -L1- STA 27+00.00
3
4
+0
0 35+0036+0037+003
8
+
0
0
39+00
40+00
45
+
00
41+00
42+00
4
3
+
0
0
44+00
46+0047+0048+0049+00
50+00 51+0052+0053+00 54+00
B
M 2007 PG 1484
TREE CONSERVATION AREA
75' WIDE GREEN
WAY &
240
2
4
0
2
40
2402
4
0240240240240
2452452452
4
5
245
245
245250250
250
250
2
5
5
255 2552
5
5
2
60260
260
2602652
6
5
265
265270270270
270
2
7
0
270
275
275275275275
275280
2802802802
8
0
280
280 2852852852852852
8
5
285
2
8
5 2902902902902
9
0
290
290
290
2
9
5
295
295295295295
295
295
295 300300
300300300300300
3
0
0
3
0
0
300 3053053053053
0
5
305
3
0
5 305 310310310310
3
1
0
310
3103153153153153
1
5
315
315
3
15320320320
320
3
2
0
320325325325
3
2
5330330
3
3
0335335
335340340 340345C
C
C
F
C
F
F
C FCFFCCF
F
F CF
F
C
C
C
C
C
C CCCFF CFCFCFCFCCCFFF
F
F
F
C
C
C
C
F
F
F
F
CCC
FCF
F
F
F
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(16.52 ACRES PER RECORDS)
PIN 0786-30-8563
BM 1990, PG 765
DB 14831, PG 744
SOUTHEAST, LLC
HANSON AGGREGATES
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
FCWFCWSILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ACCESS.
WETLAND/STREAM CROSSING FOR
BRIDGE TO PROVIDE TEMPORARY
CONTRACTOR REQUIRED TEMPORARY
B
19' x 12' x 2'
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
DRAIN
GRADE TO
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
18" HDPE
SEE DETAIL 8
BERM DITCH
EST 399 SY GEOTEXTILE
EST 248 TONS
CLASS II RIP RAP
SEE DETAIL 9
BERM DITCH
Flatter2:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L1- STA. 31+25 TO STA. 33+50 LT.
DETAIL 1
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL 1
SPECIAL CUT DITCH
0801
b
( Not to Scale)
D 2:1
BERM 'V' DITCH
DETAIL 8
Ground
Natural
RDWY
FROM -L1- STA. 45+50 TO STA. 47+50 LTVAR.
b=0 Ft.
Min. D=1 Ft.VAR.
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
RIP RAP
CLASS II
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
( Not to Scale)
BANK STABILIZATION
STA 34+71 -L-
DETAIL 13
GEOTEXTILE
Type of Liner= CLASS II RIPRAP

3.0'min.
2.0'
NWS
STA 34+95 -L-
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEETS 20 AND 21 FOR PROFILE -L1- STA. 33+00.00 TO 55+00.00
EC22/CONST8STA
5
5
+0
0.
0
0 SEE SHEET EC2
3/CONST9MATCHLINE
-L1-SEE SHEET EC21
STA 33+00.00
MATCHLINE -L1-
60+00
56+00 57+00
58+00
59+00.02.02300305310310310315315315320
320320320320325325325325325330330330330330330335335335335335340340340340340340340345345345345345345350350350350350
350350
355
C
C
C F
C
F
C
F
F
C F
F
F
F F
(16.52 ACRES PER RECORDS)
PIN 0786-30-8563
BM 1990, PG 765
DB 14831, PG 744
SOUTHEAST, LLC
HANSON AGGREGATES
N/F
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
B
12' x 8' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
24" HDPE MUST BE INSTALLED IN THE DRY.
24" HDPE
11 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
0901
EST 210 SY GEOTEXTILE
EST 70 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM -L1- STA. 59+20 TO STA. 60+60 RT.
DETAIL 3
Type of Liner= Class B Rip-Rap
d=1 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEET 22 FOR PROFILE -L1- STA. 55+00.00 TO 60+50.00
EC23/CONST9MATCHLINE -L1- STA 55+00.00 SEE SHEET EC22/CONST8MATCHLINE -L1- STA 60+50.00 SEE SHEET EC24/CONST10
61+00 62+0063+00PRC Sta. 61+67.22
PRC Sta. 63+07.03
POT Sta. 63+76.59
PT Sta. 63+66.65.02.01.00.01.02.02.01.00.01.02.0212'
12'335340345345350350350355355355355355360360360360360365365365F
F
C
C F FC
F
C
CCFF
F
C
C
W
(16.52 ACRES PER RECORDS)
PIN 0786-30-8563
BM 1990, PG 765
DB 14831, PG 744
SOUTHEAST, LLC
HANSON AGGREGATES
N/F
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ENTRANCE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019MATCHLINE -L1- STA 60+50.00 SEE SHEET 9-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 22 FOR PROFILE -L1- STA. 60+50.00 TO 63+70.29
EC24/CONST10
2
2
5
2
2
5
225
225225225225225225225
225225225225225230230230230
2
3
0230230230230230230
230230230230230230235235235235235235235235235235
2
3
5
235
2352352352352
3
5
2
3
5
240240240240240240240240240240 240240
2402402
4
0
240
240
240245245245245245245245245245 245
245245245245245
245245
245
245
245245250250250250250250250250250250
250
250250
250
2
5
0
2502502552552552552552552552552552552552
5
5
255255
255
255
255
255
255260
260 2602602602602 6 0
260260260260260260260260260260
2
6
0
260260
260
260
260
2652652652652652652652
6
5
265265
265265
2
6
5
265265265265
2702702702702702702
7
0
270 270
270
270
275275275275275275275275
275275 275
28028028028028
0
280
280
280
280
2852852852852852
8
5
285
290290290290
295295295300BLDGRD
259.5
W/E
W/E
247.3
240.4
W/E
W/E
240.4
(BOOK OF MAPS 1990, PAGE 410)40' SANI
TARY SEW
ER EASEMENT(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F 10+0011+0012
+0
0
13+00
1
4
+
0
0 15+0016+00 17+0018+00
19+0020
+
00
21
+
00
.02.02.01.00
.01.02
.
0
2
.01.00
.01.02.02
.01.00
.01
.02.02H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
CONSTRUCTION ENTRANCE
24' x 12' x 2'
2GI
SEE DETAIL 7
CONCRETE DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
1102
1103
SEE DETAIL 5
DDE =7 CY
20' @ 1.0%
2' BASE TAIL DITCH
EST 92 SY GEOTEXTILE
EST 32 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 243 SY GEOTEXTILE
EST 85 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 185 SY GEOTEXTILE
EST 65 TONS
CLASS B RIP RAP
SEE DETAIL 10
BERM DITCH
S
EE DET
AIL 11DDE =8
C
Y14' @ 0.71
%4'
B
ASE T
AIL DIT
C
HB
2:12:1D
( Not to Scale)
2' BASE TAIL DITCH
-L2- STA. 18+21 LT.
DETAIL 5
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
FROM STA. 17+15 TO STA. 19+11 RT. -L2-
DETAIL 7
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
D
B
4"
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
VAR.STAKESLOPE5.0'5.0'
D2:1LIMITSCLEARING( Not to Scale)
BERM DITCH
10.0' V.C.
FROM STA. 20+00 TO STA. 21+50 RT. -L2-
6'
DETAIL 10
4'
Max. d=1.5 Ft.
Min. D=1 Ft.
Type of Liner= Class B Rip Rap
d
Geotextile
EC25/CONST11MATCHLINE -L2- STA 21+50.00 SEE SHEET EC26/CONST12( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 11+00 TO STA. 11+75 RT. -L2-
FROM STA. 10+95 TO STA. 12+85 LT. -L2-
DETAIL 3
Type of Liner= Class B Rip-Rap
d=1 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 18+20 TO STA. 18+33 LT -L2-
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
C
F
FFFFCFF
C
C
CCCCCFF
CC
F
F
2
2
5225225225225225
225
225225225225225225225230230230230230
230
230
230230230230230230230235235235235235235235
235
2352
3
5
235235240240240240240
240
240
240240240240
240
245245245245245245
245 2452
45
2452
4
5
24
5
250250250250250250250
250 250250250
250250
255255255255255255
255
255255
2
5
5
260260260260260
260
260
260
265265265
265
2
6
5
270270270270
270
2
7
0
275275275
275280280EC26/CONST12MATCHLINE -L2- STA 21+50.00 SEE SHEET EC25/CONST11MATCHLINE -L2- STA 29+50.00 SEE SHEET EC27/CONST13PIN 0786-51-9537
DB 16646, PG 1631
FOUNDATION INC
CITY OF OAKS
N/F(BO
O
K
O
F
M
A
P
S
1990,
PA
G
E
41
0)40'
SA
N
ITA
RY

S
EW
ER

EA
S
EM
EN
T
(15.34 ACRES PER RECORDS)
PIN 0786-62-0033
DB 15551, PG 1993
SOUTHEAST, INC
HANSON AGGREGATES
N/F
FC
W
FC
WSILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
DIVERSION DITCH
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
B
24' x 12' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
36" HDPE MUST BE INSTALLED IN THE DRY.
36" HDPE
28 SY GEOTEXTILE
11 TONS
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
1201
EST 262 SY GEOTEXTILE
EST 87 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH
EST 25 SY GEOTEXTILE
EST 10 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 43 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH
EST 262 SY GEOTEXTILE
EST 85 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH
EST 185 SY GEOTEXTILE
EST 65 TONS
CLASS B RIP RAP
SEE DETAIL 10
BERM DITCH
SEE DETAIL 11
DDE =8 CY
14' @ 0.71%
4' BASE TAIL DITCH
2:1D Flatter2:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 29+00 TO STA. 31+43 LT -L2-
FROM STA. 26+84 TO STA. 27+25 LT -L2-
FROM STA. 21+50 TO STA. 24+25 RT -L2-
DETAIL 4
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
EST 157 SY GEOTEXTILE
EST 53 TONS
CLASS B RIP RAP
SEE DETAIL 12
BERM DITCH
VAR.STAKESLOPE5.0'5.0'
D2:1LIMITSCLEARING( Not to Scale)
BERM DITCH
10.0' V.C.
FROM STA. 20+00 TO STA. 21+50 RT -L2-
6'
DETAIL 10
4'
Max. d=1.5 Ft.
Min. D=1 Ft.
Type of Liner= Class B Rip Rap
d
Geotextile
VAR.STAKESLOPE5.0'
D2:1LIMITSCLEARING( Not to Scale)
BERM DITCH
FROM STA. 27+50 TO STA. 29+00 LT -L2-
?
DETAIL 12
?
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= Class B Rip Rap
d
Geotextile
RIP RAP
CLASS II
RIP RAP
CLASS II
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 1I FOR RIGHT-OF-ENTRY AGREEMENT
SEE SHEET 24 FOR PROFILE -L2- STA. 21+50.00 TO 29+50.00
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 24+90 TO STA. 25+05 RT -L2-
DETAIL 3
Type of Liner= Class B Rip-Rap
d=1 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 26+78 TO STA. 26+85 LT -L2-
FROM STA. 21+93 TO STA. 22+11 LT -L2-
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
B
2:12:1D
( Not to Scale)
4' BASE TAIL DITCH
STA. 22+00 LT -L2-
DETAIL 11
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
22+00 25+0023+00
24
+00
26+00 28+0029+0027+00.02
.
0
1
.00.01.02.02.0239.02' RT
+59.64
45.08' RT
+26.87 46.04' RT
+60.25
34.91' RT
+35.80
ELEV: 232.76'
E: 2085915.929
N: 761861.471
C
F
C
F
CF
C
F
C
F
C
F
C
CFFCFF
225
225
225
225
225
225
225225
225225225225225225225225225230
230230
230
230
230
230230
230230230230230230230230230230230235235235235235235235235235235235 235
235
235
235 235235
240240240240240240240240
240
240
240
240 240240
245245245245245245245
245
2
4
5
245
245
245
245
250250250250250250
250
250 250 250250250
255255255255255255
2
5
5
255
255
260260260260
260
260
260
265265265
2 6 5
270
W
(BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENT
(15.34 ACRES PER RECORDS)
PIN 0786-62-0033
DB 15551, PG 1993
SOUTHEAST, INC
HANSON AGGREGATES
N/F
3
0
+0
0
35+00
3
1
+0
0
32+00
33+00
34+00
36+00
37+00.02.02ELEV: 231.05'
E: 2086060.499
N: 761646.008 FCWFCWSILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
W ORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEW ATERING OR OTHER ACCEPTABLE
DAMS W ITH PUMP AROUND AND SILT BAG
OTHERW ISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
EST 315 SY GEOTEXTILE
EST 105 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH 2:1D Flatter2:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 29+00 TO STA. 31+43 LT. -L2-
FROM STA. 26+84 TO STA. 27+25 LT. -L2-
FROM STA. 21+50 TO STA. 24+25 RT. -L2-
DETAIL 4
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 24 FOR PROFILE -L2- STA. 29+50.00 TO 37+50.00
EC27/CONST13MATCHLINE -L2- STA 29+50.00 SEE SHEET EC26/CONST12MATCHLINE -L2- STA 37+50.00 SEE SHEET EC28/CONST14CFFC
C
C
F
C
F
F
F
F
C
C
C
F
C
F C
C
F
C
F
F
F
F
F
F C F F
F
225
225
225
2252
2
5
225225
225225225225225
225230230230
230
230
230
2
3
0
230230230
230
2302302
3
0230
230230
230230230230230235235235235
2
3
5235
235
235 235240240240240240
240
240
245245
2
4
5
245
245
245
250250250250250
250
255
2
5
5
255
2602
6
0
265270LOT 290
PIN 0786-61-6334
BM 1969, PG 68
DB 8482, PG 1296
L. HUNTER TURNAGE
N/F
LOT 289
PIN 1786-61-7266
DB 9367, PG 1331
LORI ANN KING
CHARLES R. KING &
N/F
LOT 288
PIN 1786-61-9227
DB 10019, PG 313
KHALED A. HARFOUSH
N/F
LOT 287
PIN 0786-71-0351
DB 15666, PG 797
ELIZABETH ANN CRAIG
JOSHUA RAY CRAIG &
N/F
(BOOK OF MAPS 1990, PAGE 542)
20' SANITARY SEWER EASEMENT
(BOOK OF MAPS 1990, PAGE 410)
40' SANITARY SEW ER EASEMENT
4
0
+
0
038+0039+0011+00
44+00
-L2-
CRABTREE CREEK C/L.02.
0
2
CRABTREE CREEK C/L12+00
-L2_REV-
-L2-
500 YR BASE FLOOD EL.=252'
100 YR BASE FLOOD EL.=244'
RIM EL.=246.86'
GROUND EL.=232.30'
500 YR BASE FLOOD EL.=252'
100 YR BASE FLOOD EL.=244'
RIM EL.=246.68'
GROUND EL.=231.22'
ELEV: 232.40'
E: 2086715.232
N: 761161.153
ELEV: 230.90'
E: 2086908.717
N: 761151.456
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SIL
T
F
E
N
C
E
A
P
P
R
O
X. 2'
O
U
T
SI
D
E
O
F
LI
MIT
S
O
F
DIS
T
U
R
B
A
N
C
E -
B
B
12' x 8' x 2'
15' x 9' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
18" HDPE
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEET 25 FOR PROFILE -L2- STA. 37+50.00 TO 45+00.00
EC28/CONST14MATCHLINE -L2- STA 37+50.00 SEE SHEET EC27/CONST13MAT
CHLI
NE -
L
2-
S
T
A
4
5
+
0
0.
0
0
S
E
E
S
HE
E
T
E
C2
9/CONS
T
1
5
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 42+84 TO STA. 42+97 RT -L2-
FROM STA. 39+11 TO STA. 39+26 RT -L2-
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.FFCCFCFFFCC
F
C
C
F
F
F
F
F
F
C
C
C
C
F
C
F
F
F
225225225225225225225225230230230230
2 3 0
230230230230230
2352
3
5 235235235235 2352 3 5235 235240240240240240240 240240240
245
245
245245245245245245245
245
250250250250
250250
2502502502552
5
5
255255255255255
255
255255260260260260260
260
265265265265
270270270275275280280280285W
W
W
LOT 286
PIN 0786-71-1358
DB 15033, PG 273
CHARLES S. NICHOLS
JULIA G. HAFER &
N/F
LOT 285
PIN 0786-71-3423
DB 3161, PG 815
JOYE W. VOSHELL
ROBERT W. VOSHELL &
N/F
(BOOK OF MAPS 1990, PAGE 542)20' SANITARY SEWER EASEMENT(BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENT46+0047+00.02
.02
12'
500 YR BASE FLOOD EL.=251'
100 YR BASE FLOOD EL.=246'
RIM EL.=232.32'
GROUND EL.=231.31'
ELEV: 230.98'
E: 2087290.732
N: 761270.901
ELEV: 254.00'
E: 2087193.401
N: 761636.715 FCWSILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -FCWSECONDARY STAGING AREA
CONSTRUCTION ENTRANCE AND CONSTRUCTION ENTRANCE
PROJECT STAGING AREA
TO BE LOCATED WITHIN
CONCRETE WASHOUT AREA
RETAIN
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019
15
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
-L2- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SEE SHEET 25 FOR PROFILE -L2- STA. 45+00.00 TO 46+90.95 AND -PLCON-
EC29/CONST15
MATCHLINE -L2- STA 45+00.00 SEE SHEET EC28/CONST14FFCCFFFFCFCF CFFFF FFF
MATCHL
INE
SEE
TH
IS
SHEET
MATCHL
INE
SEE
TH
IS
SHEET
EC30/CONST16
SHOWN ON SHEET 4
INFORMATION ALSO 235235235235235
235235235235235235
240240240240240240 240240240240
240
240
240240240240
245245245245245
245245245
245
250250250250250250250250
250255255255255255255255255
255260260260260260260260260
260260265
265265265265265265
265265265270270270270270270
270275275275275
275275275275
280ICV
ICV
ICV
TPED
T
EIR
T
T
T
T
EB
FOWP
4TREE
4LI
4LI
4LI
4LI
4LI
4LI
6TREE
4TREE
4TREE
4TREE274274
2
6
9
RIP
RAP
RIP
RAP
WOODED
AREA
WOODED
AREA
WOODED
AREA
S
E
G
M
E
N
T
E
D B
L
O
C
K W
A
L
L
PERGOLA
SUPPORT
COLUMN
(TYP
.)
ASPHALT
PARKING
PARK
STOP
(TYP
.)
LANDSCAPE
AREA
W
LOT 213
PIN 0786-12-9457
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
EXIST ROW4+00
5+00
6+00
7+00
8+00
10+00-L1-
10+00
-H
SW
-9+0015+00
GREU-TL3TYPE-IIITYPE-IIIGREU TL-315+0011+0012+0013+0016+00-EBCR-.02.02.02.01.02C
A
T-1.0
2 B
M 2007 PG 1484
TREE CONSERVATION AREA
100' WIDE GREEN
WAY &
F
C FF
C
F
F
FFF F
F C
C
F F
CC
F
C
F
F
F
F
F FF
FF
F
F
C
C
C
F
F
F
F
C
C
C C
C F
C
C
F F
C
C
CFCCFF
F
F
C
POT
S
ta
. 10+00
.00
10+00-EBCR-H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
AND PRIMARY STAGING AREA
CONSTRUCTION ENTRANCE
C
B
12' x 8' x 2'
C
B
9' x 5' x 2'
ON SITE IN CASE OF RAIN EVENT.
CONTRACTOR MUST HAVE PUMP AROUND
WORK AREA. IF INSTALLED IN THE DRY
ALTERNATIVE TO DIRECT RUNOFF THROUGH
FOR DEWATERING OR OTHER ACCEPTABLE
DAMS WITH PUMP AROUND AND SILT BAG
OTHERWISE, CONTRACTOR MUST USE COFFER
18" HDPE MUST BE INSTALLED IN THE DRY.
PROJECT STAGING AREA
TO BE LOCATED WITHIN
CONCRETE WASHOUT AREA
LIMITS OF DISTURBANCE
IS SHOWN OUTSIDE OF MARKED
OF DISTURBANCE EVEN IF EASEMENT
ALLOWED OUTSIDE OF MARKED LIMITS
NO LAND DISTURBING ACTIVIITES ARE
18" HDPE
0403
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
0404
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
REMOVEJB w/Slab Lid
15" RCP-III
0405
0406
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 10 SY
EST 3 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
SEE DETAIL 3
EST 165 SY GEOTEXTILE
EST 55 TONS
CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTION
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L1- STA. 11+11 TO STA. 11+26 RT
FROM -L1- STA. 05+43 TO STA. 05+52 LT
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM -Y3- STA. 10+42 TO STA. 10+75 RT
FROM -Y3- STA. 10+25 TO STA. 11+78 LT
DETAIL 3
Type of Liner= Class B Rip-Rap
d=1 Ft.
GROUND
NATURAL
SLOPE
FILL
GEOTEXTILE
Flatter
2:1 or
( Not to Scale)
SP
E
CI
AL CUT DI
T
CHF
ROM -
L1- S
T
A. 15
+32
T
O
S
T
A. 18
+00 RT
F
ROM -
L1- S
T
A. 16
+00
T
O
S
T
A. 22
+00
L
T
F
ROM -
L1- S
T
A. 11+25
T
O
S
T
A. 14
+25 RTDE
T
AI
L 1
Min. D=1 Ft.GroundNatural
EC31/CONST17
235235 235235235235
235
235 235
235240240240240240
240 240240
240
240
240240245245245245
245245
245
245
245
245250250
250250
250
250
250
250255255255
255255 255255 255
255 255255260260260
260
260260
260
265
265265265
265
2 6 5265270 2
7
0
270270 270
2
7
5
275
275
2
7
5
280
2
8
0
2802802852
8
5
285
285
2
9
0
290 295300300
W
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
11+00
12+00
13+00
14+00
15+00
16+00
10+00
-Y5-TYPE-IIIGREU TL-317+0018+00-EBCR-.02.02.
0
1
.00.01.02.02.01
.00
.01
.0
2
.0
2
.0
1
.0
0
.01.02
.02SILT FENCE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
SLOPE STAKE LINE
APPROX. 2' OUTSIDE OF
LIMITS OF DISTURBANCE -
C
C
ENTRANCE
CONSTRUCTION
8' x 6' x 2'
15' x 9' x 2'DI
15" HDPE
5 SY GEOTEXTILE
1 TON
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
JB w/Slab Lid
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
15" HDPE
AND TIE TO JB
SECTION OF 15" CSP
REPLACE DAMAGED
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -Y5- STA. 12+91 TO STA. 12+99 RT
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
0408
0407
0401
0402
B
2:12:1D
( Not to Scale)
2' BASE TAIL DITCH
-Y5- STA. 11+31 TO STA. 11+50 RT
DETAIL 5
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
SEE SHEET 4MATCHLINE
SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES
SEE SHEET 27 FOR -Y5- PROFILE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101

J
HN M
. KAM P ATORH
F
C CFC
F
C
F
C
F FFCCCCFFFFCC
C
C
F
F
F
FC CCCC