124-09 Oversized Plans 2012

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Construction Plans for
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Emerald Isle, NC
08/16/12
P H ASE 3
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PREPARED BY:
WITHERS � RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
License No. C-0832
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
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OVERALL SITE LAYOUT & GENERAL NOTES
PROPOSED MULTI -USE PATH ALIGNMENT
PLAN & PROFILE STATION 000+00 TO STATION 000+00
PROPOSED MULTI -USE PATH ALIGNMENT
PLAN & PROFILE STATION 000+00 TO STATION 000+00
PROPOSED MULTI -USE PATH ALIGNMENT
PLAN & PROFILE STATION 000+00 TO STATION 000+00
DRIVEWAY WEDGING DETAILS
MULTI -USE PATH & SITE DETAILS
EROSION CONTROL DETAILS
CROSS SECTIONS
STATION 000 + 00 TO STATION 000 + 00
CROSS SECTIONS
STATION 000 + 00 TO STATION 000 + 00
OWNER /DEVELOPER
Town of Emerald Isle
7500 Emerald Drive
Emerald Isle, NC 28594
Attn: Frank Rush, Town Manager
[phone]
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PROJECT DATA SUMMARY
OWNER/DEVELOPER:
PROJECT LENGTH:
TOTAL DISTURBED AREA:
PROPOSED IMPERVIOUS SURFACE:
RECEIVING WATERCOURSES:
No. Revision
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ATLANTIC OCEAN
TOWN OF EMERALD ISLE
7500 EMERALD DRIVE
EMERALD ISLE, NC 28594
[phone]
ATTN: FRANK RUSH, TOWN MANAGER
2,182 LF (0.41 MILES)
0.96 ACRES
18,300 (0.42 AC.)
ARCHER'S CREEK (CLASS SA & ORW, INDEX 20-36-8.5)
BOGUE SOUND (CLASS SA & ORW, INDEX 20-36-5)
ATLANTIC OCEAN
Designer
Scale
1" = 1000'
Drawn By
Date
BDH
08 16 12
Checked By
Job No.
BDH
02090228.20
Emerald Isle Multi -Use Path
Phase 3C1
Emerald Isle Carteret County
ATLANTIC OCEAN
OYM
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL RELATIVE SECTIONS OF CURRENT TOWN OF EMERALD ISLE
AND NCDOT STANDARD SPECIFICATIONS AND DETAILS IN EFFECT AT TIME OF PLAN APPROVAL. ALL APPLICABLE
NCDENII AND CAMA PERMITS SHALL BE ISSUED PRIOR TO START OF CONSTRUCTION.
2. TOPOGRAPHIC AND DESIGN SURVEY INFORMATION SHOWN HEREON IS BASED UPON SURVEY INFORMATION PROVIDED
BY PRESTIGE LAND SURVEYING, DATED JUNE, 2009. THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND
IMPROVEMENTS SHOWN ON THE DRAWINGS MAY NOT HAVE BEEN FIELD VERIFIED AND IN SOME CASES, THE
LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY
LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE
LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE TOWN OF
EMERALD ISLE AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO
COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR
EXISTING UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR, AND SHALL REPAIR OR PAY FOR, ALL
DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION,
THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE
SHALL CONNECT.
3. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE
FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES AND ANY
DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH
COMPLYING WITH O.S.H.A. REGULATIONS MUST BE INCLUDED IN THE CONTRACTOR'S BID.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE
PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS,
EITHER SURFACE OR SUBSURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR
AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE
UNDER HIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE OF
THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE
FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT.
5. ADJACENT PROPERTY OWNERS INFORMATION BASED UPON INFORMATION PROVIDED BY PRESTIGE LAND SURVEYING.
CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS
DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE
MONUMENT.
6. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF ANY
CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
7. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND SEWER SERVICE
TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF
AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE.
8. EXCESS DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR.
9. ALL NECESSARY RELOCATIONS AND/OR ADJUSTMENTS TO EXISTING SIGNAGE AND MAILBOXES WITHIN THE PROJECT
LIMITS SHALL BE DONE BY THE CONTRACTOR AS A PART OF THIS PROJECT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF LANDSCAPING SOD AND/OR
GRASS ON ALL DISTURBED AREAS AND MEETING ALL NPDES FINAL STABILIZATION REQUIREMENTS.
11. BIKE PATH STRIPING AND SIGNAGE SHALL COMPLY WITH NCDOT & MUTCD STANDARDS.
12. THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS
SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT
EXISTING DRIVEWAYS, ROAD CONNECTIONS OR STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE
A PROFER TIE-IN.
13. THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL
ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT
PRICE FOR THE PARTICULAR ITEMS INVOLVED.
14. EXISTING UTILITIES INCLUDING ABOVE GROUND PEDESTALS, POLES, MARKERS, ECT., LOCATED WITHIN THE PROPOSED
LIMITS OF DISTURBANCE SHALL REQUIRE RELOCATION AND/OR GRADE ADJUSTMENTS AS REQUIRED. ALL SUCH
ADJUSTMENT AND RELOCATION WORK IS THE RESPONSIBILITY OF THE TOWN OF EMERALD ISLE.
15. CONTRACTOR SHALL CONFINE ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY, EASEMENTS, OR CONSTRUCTION
LIMITS, WHICHEVER IS GREATER.
16. TOWN OF EMERALD ISLE SHALL COORDINATE NOTIFICATION OF CONSTRUCTION WITH ADJACENT PROPERTY OWNERS.
17. WHERE PROPOSED BIKE PATH ABUTS EXISTING CONCRETE DRIVES, THE PROPOSED ASPHALT PATH SHALL BE
INSTALLED FLUSH WITH EXISTING CONCRETE GRADES. WHERE PROPOSED PATH ABUTS EXISTING ASPHALT DRIVES
OR ROADWAYS, SAWCUT EXISTING EDGE OF PAVEMENT AND INSTALL BIKE PATH FLUSH WITH EXISTING GRADES.
WHERE PROPOSED ASPHALT PATH CROSSES GRAVEL DRIVEWAYS, THE EXISTING DRIVEWAY SHALL BE IMPROVED TO
8" ABC SUBGRADE AND 1.5" SF9.5A ASPHALT FROM THE EDGE OF PAVEMENT OF HWY. 58 TO THE EXISTING
PUBLIC R/W LINE.
18. THE TOWN OF EMERALD ISLE SHALL BE RESPONSIBLE FOR ACQUIRING ANY REQUIRED OFF -SITE CONSTRUCTION
EASEMENTS AND/OR PERMISSION FROM ADJACENT PROPERTY OWNERS FOR ANY PROPOSED CONSTRUCTION OR
GRADING ACTIVITY OUTSIDE OF THE EXISTING PUBLIC RIGHT-OF-WAY.
19. ALL C INSTRUCTION ACTIVITY AND TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS
AND `•PECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH NCDOT AND MAINTAINING
ALL Ft_QUIRED TRAFFIC CONTROL MEASURES.
20. PROP()SED SLOPE -STAKE LINE SHOWN FOR AREAS WITHIN EXISTING RIGHT-OF-WAY ARE BASED ON
CROS'�-SECTIONS GENERATED FROM FIELD SURVEY DATA PROVIDED BY PRESTIGE LAND SURVEYING. SLOPE -STAKE
LINE '.HOW FOR AREAS BEYOND THE RIGHT-OF-WAY AND ONTO PRIVATE PROPERTY ARE ESTIMATED, AND ARE
THERL FORE APPROXIMATE IN NATURE.
North Carolina
Overall Site Layout &
General Notes
GRAPHIC SCALE
1,000 0 500 1,000 2,000
1 inch = 1,000 ft.
EROSION CONTROL & GRADING NOTES:
EROSION CONTROL NARRATIVE
THIS PROJECT INVOLVES EXTENDING APPROXIMATELY 0.41 MILES OF ASPHALT PAVED
MULTI -USE PATH ALONG THE SOUTHERN SHOULDER OF NC HIGHWAY 58 FROM HURST ROAD TO
FAIRFAX ROAD. SEDIMENT RUNOFF DURING CONSTRUCTION IS EXPECTED TO BE MINIMAL DUE
TO SANDY SOILS AND HIGH INFILTRATION RATES. THIS IS A LINEAR PROJECT WITHIN WHICH TH
11
LIMITS OF CONSTRUCTION WILL BE CONFINED TO A RELATIVELY NARROW CORRIDOR.
SEDIMENT RUNOFF IS TO BE CONTROLLED PRIMARILY BY THE USE OF SILT FENCE AND SILT
FENCE OUTLETS AS SHOWN ON THESE PLANS.
TAL
ED AREA
RES, AS COMPUTED BY CORDINATES.
ROUNOFFIF OMBTHIS SITE ISAPPROXIMATELY
TRIBUTARYTOTO ARCHER CCREEK BOGUS SOUND & ATTLANTIC OCEAN. I
GENERAL NOTES - EROSION CONTROL
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH EROSION
AND SEDIMENT CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE LAND QUALITY
SECTION OF NCDENR.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY
SEDIMENTATION AND EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLAN.
3. DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH FOLLOWING TIMETABLE:
. FOR TEMPORARY GROUND COVER - WITHIN 15 WORKING DAYS
OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER.
• FOR PERMANENT GROUND COVER - WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
• FOR EXPOSED SLOPES - WITHIN 21 CALENDAR DAYS.
4. SLOPES SHALL BE NO STEEPER THAN 2:1, PREFERABLY FLATTER, FOR VEGETATIVE COVER.
5. THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL SEDIMENTATION CONTROL DEVICES AND
TAKE ANY PRECAUTIONARY MEASURES TO ENSURE THAT SILT DOES NOT ENTER ANY
NATURAL STREAM CHANNEL LOCATED WITHIN THE SITE. DRAINAGE CHANNELS MUST BE
CLEAN OF SEDIMENT AND STABILIZED BEFORE THE PROJECT IS RELEASED.
6. TEMPORARY SILT FENCE MAY BE REQUIRED TO BE INSTALLED IN AREAS WHERE SEDIMENT
BASINS HAVE BEEN REMOVED, GRADED, AND SEEDED. THE SILT FENCE SHALL REMAIN IN
PLACE UNTIL GRASS IS ESTABLISHED.
7. THE CONTRACTOR SHALL NOT DISTURB ANY AREA LOCATED WITHIN WETLAND AREA UNLESS
SPECIFICALLY SHOWN ON THE PLAN.
8. RECEIVING WATERCOURSES: ARCHER CREEK, BOGUE SOUND, ATLANTIC OCEAN.
9. 100-YEAR FLOOD LIMITS PER FIRM COMMUNITY PANELS 3720539300J, 3720539400J,
3720630400J & 3720631400J, DATED JULY 16, 2003.
10. THERE ARE NO PROPOSED STOCKPILE OR BORROW AREAS DEFINED FOR THIS PROJECT.
CUT -TO -FILL GRADING OPERATIONS ARE ANTICIPATED TO BE DONE ON A SECTION-BY-sECTION
BASIS WITHIN THE LINEAR LIMITS OF THIS PROJECT. IN THE EVENT THAT THE CONTRACTOR
DOES UTILIZE A TEMPORARY STOCKPILE AND/OR BORROW AREA, SILT FENCE SHALL BE INSTALLED
AROUND THE PERMITER AS REQUIRED TO CONTROL SEDIMENT RUNOFF.
CONSTRUCTION SEQUENCE
1. OBTAIN A LAND DISTURBING FROM NCDENR, DIVISION OF LAND QUALITY.
2. FLAG THE CLEARING LIMITS.
3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
CONSTRUCTION.
4. INSTALL TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT
FENCE, ETC. SEED & MULCH AREAS DISTURBED DURING THIS PROCESS.
5. COMPLETE SITE CLEARING.
6. ROUGH GRADE SITE.
7. INSTALL STORM DRAINAGE AND INSTALL BLOCK AND GRAVEL INLET PROTECTION AND
ENERGY DISSIPATORS.
8. FINISH STABILIZATION OF SLOPES AS SOON AS ROUGH GRADING IS COMPLETE.
LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
9. COMPLETE THE FINAL GRADING FOR PATHWAY, UTILITIES, ETC.
10. INSTALL PERMANENT VEGETATION, LANDSCAPE AND MULCH.
11. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION ON THE DISTURBED AREAS.
MAINTENANCE PLAN
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1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY o°°�°�N CAR0400Doo
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS o°° Q ,°°° �jG°oo
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN o �o°�FF.SS�O+ °09 'o
ALL PRACTICES AS DESIGNED. a gQ� 9 , 0
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2. SEDIMENT Un LL BE REMOVED FROM SEDIMENT TRAPS AND BLOCK AND GRAVEL INLET o Z34H4 o
PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. o
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
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3. SEDIMENT WI LL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT O O 00,0 D °
6-INCHES DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO co 000°
MAINTAIN A BARRIER.
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4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING -70 THE SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www Withersraven(
Sheet No.
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INSTALL "HORSESHOE"
N.1;.525
METERS TO BE TO BE RELOCATED 1 D TO BE RELOCATED.
RELOCATED n
39 38 37 3 COD 35 34 33 3 31
40
SILT FENCE N
SLOPE STAKE
IV iA LINE (TYP•) SEE DETAIL ON SHEET 5 FOR
(TYP,) 1 00 STA. 119+6 DRIVEWAY CROSSING
1 -U GRADE ADJ STMENT.
(D (THIS DETAI REQUIRED IN ORDER
TO MAINTAI 2% MAX. CROSS -SLOPE)
Property Of J.Q. SEE DE AIL ON SHE T 5 FOR
Property of J,A.
Singleton, Jr. Being a STA. 1 +50 DRIVE AY CROSSING
Portion of Block 22 GRADE ADJUSTMENT Singleton, Jr. Being a
(THIS gETAIL REQUIRED IN ORDER Portion Of Block 22
Emerald Isle M.B.5, TO MAINTAIN 2% MAC(. CROSS -SLOPE) Emerald Isle M.B.5,
Pg.28
Pg.28
EXIST, VALVE BOX
TO BE ADJUSTED.
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GRAPHIC SCALE
30 0 15 30 60
mmmomi
1 inch = 30 ft.
PROPOSED FEATURES LEGEND
—SF—SF—SILT FENCE
SLOPE STAKING LINE
PROPOSED TIMBER
BULKHEAD
PROPOSED ASPHALT
BIKE PATH
PROPOSED STORM
DRAINAGE PIPE
PROPOSED GRATED
DRAINAGE INLET
EXISTING FEATURES LEGEND
O E.I.P. EXISTING IRON PIPE
* E.C.M. EXISTING CONCRETE MONUMENT
O E.I.R. EXISTING IRON REBAR
4 E.P,K.N. EXISTING P,K� NAIL
4 E.RR.S. EXISTING RAILROAD SPIKE
4 E.A. EXISTING AXLE
O S.I.P. SET IRON PIPE
O S.C.M. SET CONCRETE MONUMENT
4 S.P.K.N. SET P.K. NAIL
CL CENTERLINE
R/W RIGHT OF WAY
R RADIUS
A ARC
— — M.B.S.L. MINIMUM BUILDING SETBACK LINE
S.F. SOUARE FEET
M.B. MAP BOOK
D.B. DEED BOOK
A,E.C. AREA OF ENVIRONMENTAL CONCERN
R.C.P. REINFORCED CONCRETE PIPE
4 NAIL SET 1' NORTH OF SOUTH EDGE OF PAVING OF N.C.58
® TELEPHONE PEDESTAL
® CONCRETE POWER POLE
® WOOD POWER POLE
o ELECTRIC BOX (SIZE AS NOTED)
® CABLE TELEVISION PEDESTAL
A FIBER OPTIC MARKER
17 WATER METER
4 WATER VALVE
a FIRE HYDRANT
d SIGN
a MAILBOX
R R-SPLIT RAIL FENCE
+18.2 EXIST, SPOT ELEVATION WITH + MARKING HORIZONTAL LOCATION
- - - 9 — —1' CONTOUR LINE
- — -20— —5' CONTOUR LINE
E OVERHEAD ELECTRIC OR OTHER UTILITY
SCALE:
1 " = 3' VERT.
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Designer
W&R
Scale
1 " = 30'
Drawn By
Date
BDH
08 16 12
Checked By
Job No.
BDH
02090228.20
Emerald Isle Multi -Use Path
Phase 3C1
Emerald Isle Carteret County
North Carolina
Proposed Multi -Use Path Alignment
Station 113 + 50 to Station 120 + 50
WITHERS & RAVENEL Sheet No.
ENGINEERS 1 PLANNERS I SURVEYORS 3
1 1 1 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.with({srav_eiLe!.com

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19.2 a 19.3
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. DRIVEWAY o
e a ,19.7 j- EXIST. DRIVEWAY PIPE
19.46 e° TIE TO EXIST.- ° 19.83
GRANYP) o /-BEISMODT. IFIED EGRADE O (T DE (TYP)
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1.9.84 19:9
° PROPOSED. 10'. ASPHALT . PATH.
20A4 20:13
R/W LINE
`-f24 SY REMOVAL OF EXIST. CONC.
DRIVEWAY. REPLACE W/6" THICK
CONCRETE DRIVEWAY @ REVISED
FINISHED GRADES AS SHOWN.
FIELD -VERIFY MAXIMUM 2% CROSS -SLOPE
STATION 116+50 ALONG PATH CROSSING PRIOR TO PAVING.
DRIVEWAY CROSSING GRADE ADJUSTMENT DETAIL
22.64
22,44
2:35
EXIST. EOP HWY. 58
PROP. E.O.P. FOR 8' DRIVE
EXIST. DRIVEWAY PIPE
,--,TIE TO EXIST. GRADE
22.55
-PROPOSED -'W. -ASPHALT PATH
!2.35 .
+0..19'i
22.20 21.96
R/W INE TI EXI T.
21.8 t 13 SY OF RE -GRADING EXIST. GRAVEL
DRIVEWAY BED TO MATCH REVISED
22.0 FINISHED GRADES AS SHOWN. CONSTRUCT
8' WIDE ASPHALT DRIVEWAY FROM
HWY 58 TO R/R LINE, WITH 8" ABC &
1.5" S9.5A. FIELD -VERIFY MAXIMUM
2% CROSS -SLOPE ALONG PATH CROSSING
STATION 124+47 PRIOR TO PAVING.
DRIVEWAY CROSSING GRADE ADJUSTMENT DETAIL
Designer
W&R
Scale
1, = 10'
Drawn By
Date
BDH
08 16 12
Checked By
Job No.
BDH
02090228.20
EXIST. EOP HWY. 58
d ° °' o
�EXISTiNG-CONC`Rb
DRIVEWAY•1.
e Qo
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TIC .T0 E 20.6
20.4 ,- EXIST. DRIVEWAY PIPE
`-±27 SY REMOVAL OF EXIST. CONC.
DRIVEWAY. REPLACE W/6" THICK
CONCRETE DRIVEWAY Q REVISED
FINISHED GRADES AS SHOWN.
STATION 119+65
DRIVEWAY CROSSING GRADE ADJUSTMENT DETAIL
24.1 24 �C EXIST. EOP HWY. 58
24.5
.71
'.
►,
24.41
E 0.♦
26.1 26.07
R/W LINE ±35 SY OF RE -GRADING EXIST. GRAVEL
DRIVEWAY BED TO MATCH REVISED
V26.4 FINISHED GRADES AS SHOWN. CONSTRUCT
15' WIDE ASPHALT DRIVEWAY FROM
HWY 58 TO R/R LINE, WITH 8" ABC &
1.5" S9.5A. FIELD -VERIFY MAXIMUM
2% CROSS -SLOPE ALONG PATH CROSSING
STATION 1 `'3+90 PRIOR TO PAVING.
DRIVEWAY CROSSING GRADE ADJUSTMENT DETAIL
Emerald Isle Multi -Use Path
Phase 3C1
Emerald Isle Carteret County North Carolina j
22.9
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EXISTNG°o ONC
.eRTE'
DRIVEWAY°
22 as°.
23.022.8 22.9
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22.50
+.0.07",
22.3
R/W LINE
23.1 EXIST. EOP HWY. 58
EXIST. DRIVEWAY PIPE
PROPOSED 10 ASPHALT. -PATH -
22..60
(+0.07') .
MMW
�•
\-- f 18 SY REMOVAL OF EXIST. CONC.
DRIVEWAY. REPLACE W/6" THICK
CONCRETE DRIVEWAY @ REVISED
FINISHED GRADES AS SHOWN.
STATION 123+68
DRIVEWAY CROSSING GRADE ADJUSTMENT DETAIL
25.33
(+0.33
PROPOSED '.1.0' -ASPHALT- PATH
R/V
Driveway Wedging Plan Details
25.54
25.55�' - - - -
25.7
26.1
25.34 . .
(t0.16') . .
PROPOSED. 1:0'. -ASPHALT'. PATH.
STATION 128+17
FAIRFAX ROAD WEDGING DETAIL
58
f6 TONS ASPHALT WEDGING W/S9.5B AS REQUIRED
IN ORDER TO MATCH FINISHED GRADES AS SHOWN.
FIELD -VERIFY MAXIMUM 2% CROSS -SLOPE ALONG
PATH CROSSING PRIOR TO PAVING.
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GRAPHIC SCALE
10 0 5 10 20
1 inch = loft.
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersraven(
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TOP AND BOTTOM STRAND -
SHALL BE 10 GAUGE MIN.
WIRE
NOTES
8' MAX. WITH WIRE-7
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 12112 GAUGE MIN.
FILTRATION GEOTEXTILE
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
USE FILTRATION GEOTEXTILE
A MINIMUM OF 36" IN WIDTH AND
FASTEN ADEQUATELY TO THE WIRE
AS DIRECTED.
PROVIDE 5'-0" STEEL POST OF
THE SELF -FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
SEDIMENT CONTROL STONE
NOTES
STRUCTURAL ST(
FILTRATION GEOTEXTILE
COMPACTED FILL
FI nW
24" MAX.
(1B" MIN.)
t 11
18 ; I I I-1 I I�A 11-1
�STEEL POST - 2'-0"
i
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
NOTE
USE CLASS B EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL.
2/3 CHANNEL ��' 1' MIN
WIDTH -t---i
17 1MIN 20o H = 2' MIN p o p� o p� o
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SECTION B-B
EXCAVATE TEMPORARY DIVERSION WITH NON -VERTICAL SIDE SLOPES AND NOT
GREATER THAN 1.5:1 SLOPE.
SEED BERM CREATED BY COMPACTED SOIL AS DIRECTED.
COMPACTED SOIL
—� 2' MINIMUM ��--
Designer
Scale
NTS
Drawn By
Date
BDH
08 16 12
Checked By
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BDH
02090228.20
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FA
NOTES
USE CLASS B EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR
SEDIMENT CONTROL STONE.
CONSTRUCT TOP OF BERM A MINIMUM OF
ONE FOOT BELOW THE SHOULDER OR A
DIVERSION POINT.
PROVIDE A TOTAL SEDIMENT TRAP
VOLUME OF 3600± CUBIC FEET PER ACRE
OF DISTURBED AREA. SOME OF THE
REQUIRED VOLUME MAY BE PROVIDED
BY UP OR DOWNSTREAM CONTROLS.
DO NOT INSTALL WHEN DEVICE WILL
BE WITHIN 30 FEET OF VEHICULAR
TRAVEL LANE.
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PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
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PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
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4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
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BE DETERMINED BY THE ENGINEER.
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7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVEDCr
BY THE ENGINEER.
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8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
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FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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STRUCTURAL STONE
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EARTH BERM
STRUCTURAL STONE
12" MIN
2' MIN. ROADWAY SHOULDER
12" MIN.
/ }- - - -
DIVERSION POINT ti� ° j MIN D* FLOW
--------4------
�® MIN.
SEDIMENT CONTROL STONE PIPE D*-36" PIPE MAX.
SECTION A -A
Emerald Isle Multi -Use Path
Phase 3C1
Emerald Isle Carteret County
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North Carolina'
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Erosion Control Details
N
mnnr.4 � . S1L•!'_L•mamr�sv yr TwTl
Area
No.'
--
Description
--------
Season'
-----
Seeding Mixture
Permanent
lb/ac
--------------
Temporary
porary
lb/ac
Seedbed
Prepara-�
tion
Seeding
Mulches
----
Mainte-
Notes
1
Steep
slopes
(3:1); low
maintenance
Spring
or
fall
Tall fescue 100
Kobe lespedeza 10
Bahiagrass 25
Rye grain 40
-----------
------
SP-1
-----
SM-1_1
MU-1
-----
---------------
Permanent mixture also
used for low-maint.
areas (9). Overseed
winter plantings
of rye with Kobe
Summer
German millet 40
SP-2
SM-2
MA-5
lespedeza in March
if grading is not
not
Winter
Rye rain 120
Y 9
---
--------
--- --
- -------------
-- --
-- -- ---
-_-_
complete.
2
---
High-
Ma
turf
--------
Spring
Rye grain 120
Kobe lespedeza50
--
SP-3
-----
SM-2
----
MU-2
-----
MA-4
-- ----is
--
Tall fescue can be
seeded in spring -
increase rate to 250
lb/ac. Temp. seeding
for fall is the same
Summer
German millet 40
Fall
Tall fescue blend200
-2
Winter
-----
---- ----------
Rye grain 120
MA-5
3
Grassed
Fall-
Tall fescue 200
-----------
------
-----
----
- -
---------------
channels
Spring
Rye grain 40
with side
SP-4
SM-2
MU-3
MA-3
summer
Tall fescue 200
---
slopes 3:1
--------
German millet 10
9
Low-
maintenance
areas
-----
Spring
or
Fall
--------------
Tall fescue 100
Kobe lespedeza 10
Bahiagrass 25
-----------
------
-----
-----
MA-1
---------------
For temporary seeding
in spring or fall see
5 below.
Rye grain 40
SP-4
SM-2
MU-2
Summer
Tall fescue 100
Kobe lespedeza 10
Use these specs for
Bermudagrass 15
MA-5
temporary diversions.
German millet 10
---
- - -
Winter
-----
--------------
Rye grain 120
5
A-----
reas
Spring
-----------
Rye grain 120
------
-----
----
-----
-------------
Treat temporary
requiring
cover for
less than 1
ear
Kobe lespedeza50
SP-4
SM-2
MU-2
MA-4
diversions as low -
maintenance, permanent
(area 4)
Include topsoil
Summer
German millet 40
Fall 6
Winter
Rye grain 120
Kobe lespedeza50-5
i.ui w,u, au �Lres Luz seeuoeu preparation, seeaing metnoa, muicn, ana maintenance refer to Attachment 1.
' Area numbers are designated on map.
' Spring (Feb. 1 - Apr. 15), Summer (Apr. 15 - Aug. 20), Fall (Aug. 20 - Oct. 25), winter (Oct. 25 - Jan.).
VEGETATIVE PLAN
Seedbed Preparation (SP)
SP-1 Fill slopes 3:1 or steeper to be seeded with a hydraulic seeder (permanent
seedings)
L) Leave the last 4-6 inches of fill loose and uncompacted, allowing rocks,
roots, large clods and other debris to remain on the slope.
2) Roughen slope faces by making grooves 2-3 inches deep, perpendicular to
the slope. .
3) Spread lime evenly over slopes at rates recommended by soil tests.
SP-2 Fill slopes 3:1 or steeper (temporary seedings)
1) Leave a loose, uncompacted surface= Remove large clods, rocks, and debris
which might hold netting above the surface.
2) Spread lime and fertilizer evenly at rates recommended by soil tests.
3) Incorporate amendments by roughening or grooving soil surface on the
contour.
SP-3 High -maintenance turf
1) Remove rocks and debris that could interfere with tillage and the
production of a uniform seedbed.
2) Apply lime and fertilizer at rates recommended by soil tests; spread
evenly and incorporate to a depth of 2-4" with a farm disk or chisel plow.
3) Loosen the subgrade immediately prior to spreading topsoil by disking or
scarifying to a depth of at least 2 inches.
4) Spread topsoil to a depth of 2-4 inches and cultipack.
5) Disk or harrow and rake to produce a uniform and well -pulverized surface.
6) Loosen surface just prior to applying seed.
SP-4 Gentle or flat slopes where topsoil is not used.
1) Remove rocks and debris.
2) Apply lime and fertilizer at rates recommended by soil tests; spread
evenly and incorporate into the top 6" with a disk, chisel plow, or rotary
tiller.
3) Break up large clods and rake into a loose, uniform seedbed.
4) Rake to loosen surface just prior to applying seed.
Seeding Methods (SM)
SM-1 Fill slopes steeper than 3:1 (permanent seedings)
Use hydraulic seeding equipment to apply seed and fertilizer, a wood fiber
mulch at 45 lb/1,000 ft', and mulch tackifer.
SM-2 Gentle to flat slopes or temporary seedings
1) Broadcast seed at the recommended rate with a cyclone seeder, drop
spreader, or cultipacker seeder,
2) Rake seed into the soil and lightly pack to establish good contact.
Mulch (MU)
MU-1 Steep slopes (3:1 or greater)
In mid -summer, late fall or winter, apply 100 lb/1,000 ft' grain straw, cover
with netting and staple to the slope. In spring or early fall use 45 1b/1,000
ft' wood fiber in a hydroseeder slurry.
MU-2 High -maintenance vegetation and temporary seedings
Apply 90 lb/1,000 ft' (4,000 lb/acre) grain straw and tack with 0.1 gal/yd'
asphalt (11 gal/1,000 ft').
MU-3 Grass -lined channels
Install excelsior mat in the channel, extend up the channel banks to the
highest calculated depth of now, and secure according to manufacturer's
specifications.
On channel shoulders, apply 100 lb/1,000 ftz grain straw and anchor with 0.1
gal/yd'.(11 gal/1,000 ft') asphalt.
Maintenance (MA)
MA-1 Refertilize in late winter or early spring the following year. Mow as
desired.
MA-2 Keep mowed to a height of 2-4 inches. Fertilize with 40 lb/acre (I lb/1,000
ft') nitrogen in winter and again the following fall.
MA-3 Inspect and repair mulch and lining. Refertilize in late winter of the
following year with 150 lb/acre 10-10-10 (3.5 lb/1,000ft'). Mow regularly to
a height of 3-4 inches.
MA-4 Topdress with 10-10-10 fertilizer if growth is not fully adequate.
MA-5 Topdress with 50 lb/acre (1 lb/1,000 ft') nitrogen in March. If cover is
needed through the following summer, overseed with 50 lb/acre Kobe lespedeza.
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ENGINEERS I PLANNERS I SURVEYORS
1 1 1 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: 919A67-6008 wwW;withersravena
Sheet No.
7

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