124-09 Oversized Plans 2011

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k'.,.Onstruction Plans for
VICINITY MAP
1"=2000'
Emerald N(I
PHASE 3E TOTAL PROJECT LENGTH: 1,074 LF (0.20 MILES)
PREPARED BY:
ENGINEERS I PLANNERS I SURVEYORS
License No. C-0832
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
INDEX OF SHEETS
OVERALL SITE LAYOUT & GENERAL NOTES
PROPOSED BIKE PATH ALIGNMENT
PLAN & PROFI LE STATION 200 + 21 TO STATION 204 + 00
PROPOSED BIKE PATH ALIGNMENT
PLAN & PROFILE STATION 204+00 TO STATION 210+95.13
BIKE PATH & SITE DETAILS
EROSION CONTROL DETAILS
STORM DRAINAGE DETAILS
CROSS SECTIONS
SHT 1
SHT 2
SHT 3
SHT 4
SHT 5
SHT 6
SHT 7
I OWNER /DEVELOPER I
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:
ATLANTIC OCEAN
TOWN OF EMERALD ISLE
7500 EMERALD DRIVE
EMERALD ISLE, NC 28594
[phone]
ATTN: FRANK RUSH, TOWN MANAGER
1,074 LF (0.20 MILES)
0.8 ACRES
10,500 (0,24 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
I" = 1000'
Drawn By
Date
BDH
12 06/10
Checked By
lob No.
BDH
02090228.0
CarteretEmerald Isle Bike Path
Phase 3E
Lmerai,ci le •'
L PROPOSED
BIKE PATH
ATLANTIC OCEAN
l�I°�iGR!'1L IVV 1 CJ
THIS PROJECT INVOLVES EXTENDING APPROXIMATELY 0.2 MILES OF ASPHALT PAVED BIKE PATH
ALONG THE SOUTHERN SHOULDER OF INC HIGHWAY 58 FROM OCEAN DRIVE TO PARK STREET.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL RELATIVE SECTIONS OF CURRENT TOWN OF EMERALD ISLE
SEDIMENT RUNOFF DURING CONSTRUCTION IS EXPECTED TO BE MINIMAL DUE TO SANDY SOILS
AND NCDOT STANDARD SPECIFICATIONS AND DETAILS IN EFFECT AT TIME OF PLAN APPROVAL. ALL APPLICABLE
AND HIGH INFILTRATION RATES. THIS IS A LINEAR PROJECT WITHIN WHICH THE LIMITS OF
NCDENR-DWQ AND CAMA PERMITS SHALL BE ISSUED PRIOR TO START OF CONSTRUCTION.
CONSTRUCTION WILL BE CONFINED TO A RELATIVELY NARROW CORRIDOR.
2. TOPOGRAPHIC AND DESIGN SURVEY INFORMATION SHOWN HEREON IS BASED UPON SURVEY INFORMATION PROVIDED
SEDIMENT RUNOFF IS TO BE CONTROLLED PRIMARILY BY THE USE OF SILT FENCE AND SILT
BY PRESTIGE LAND SURVEYING, DATED JUNE, 2009. THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND
FENCE OUTLETS AS SHOWN ON THESE PLANS.
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
TOTAL DISTURBED AREA IS APPROXIMATELY 0.8 ACRES, AS COMPUTED BY COORDINATES.
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
RUNOFF FROM THIS SITE IS TRIBUTARY TO ARCHER CREEK, BOGLE SOUND & ATLANTIC OCEAN.
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.
GENERAL NOTES - EROSION CONTROL
3. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH EROSION
FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES AND ANY
AND SEDIMENT CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE LAND QUALITY
DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH
SECTION OF NCDENR.
COMPLYING WITH O.S.H.A. REGULATIONS MUST BE INCLUDED IN THE CONTRACTOR'S BID.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE
SEDIMENTATION AND EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLAN.
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
3. DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH FOLLOWING TIMETABLE:
AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE
* FOR TEMPORARY GROUND COVER - WITHIN 15 WORKING DAYS
UNDER HIS CONTRACT. THE CONTRACTOR' IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE OF
OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER.
THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE
* FOR PERMANENT GROUND COVER - WITHIN 15 WORKING DAYS
FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT.
OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
* FOR EXPOSED SLOPES - WITHIN 21 CALENDAR DAYS.
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
4. SLOPES SHALL BE NO STEEPER THAN 2: 1, PREFERABLY FLATTER, FOR VEGETATIVE COVER.
DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE
MONUMENT.
5. THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL SEDIMENTATION CONTROL DEVICES AND
TAKE ANY PRECAUTIONARY MEASURES TO ENSURE THAT SILT DOES NOT ENTER ANY
S. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF ANY
NATURAL STREAM CHANNEL LOCATED WITHIN THE SITE. DRAINAGE CHANNELS MUST BE
CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH
CLEAN OF SEDIMENT AND STABILIZED BEFORE THE PROJECT IS RELEASED.
CONSTRUCTION.
6. TEMPORARY SILT FENCE MAY BE REQUIRED TO BE INSTALLED IN AREAS WHERE SEDIMENT
7. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND SEWER SERVICE
BASINS HAVE BEEN REMOVED, GRADED, AND SEEDED, THE SILT FENCE SHALL REMAIN IN
TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF
PLACE UNTIL GRASS IS ESTABLISHED.
AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE.
7. THE CONTRACTOR SHALL NOT DISTURB ANY AREA LOCATED WITHIN WETLAND AREA UNLESS
8. EXCESS DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR.
SPECIFICALLY SHOWN ON THE PLAN.
9. ALL NECESSARY RELOCATIONS AND/OR ADJUSTMENTS TO EXISTING SIGNAGE AND MAILBOXES WITHIN THE PROJECT
8. RECEIVING WATERCOURSES: ARCHER CREEK, BOGUS SOUND, ATLANTIC OCEAN,
LIMITS SHALL BE DONE BY THE CONTRACTOR AS A PART OF THIS PROJECT.
9. 100-YEAR FLOOD LIMITS PER FIRM COMMUNITY PANELS 3720539300J, 3720539400J,
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF LANDSCAPING SOD AND/OR
3720630400J & 3720651400J, DATED JULY 16, 2003.
GRASS ON ALL DISTURBED AREAS AND MEETING ALL NPDES FINAL STABILIZATION REQUIREMENTS.
10. THERE ARE NO PROPOSED STOCKPILE OR BORROW AREAS DEFINED FOR THIS PROJECT.
11. BIKE PATH STRIPING AND SIGNAGE SHALL COMPLY WITH NCDOT & MUTCD STANDARDS.
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
12. ALL PROPOSED DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES.
DOES UTILIZE A TEMPORARY STOCKPILE AND/OR BORROW AREA, SILT FENCE SHALL BE INSTALLED
AROUND THE PERMITER AS REQUIRED TO CONTROL SEDIMENT RUNOFF.
13. 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
CONSTRUCTION SEQUENCE
A PROPER TIE-IN.
14. THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL
1. OBTAIN A LAND DISTURBING FROM NCDENR, DIVISION OF LAND QUALITY.
ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT
PRICE FOR THE PARTICULAR ITEMS INVOLVED.
2. FLAG THE CLEARING LIMITS.
15. EXISTING UTILITIES INCLUDING ABOVE GROUND PEDESTALS, POLES, MARKERS, ECT., LOCATED WITHIN THE PROPOSED
3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
LIMITS OF DISTURBANCE SHALL REQUIRE RELOCATION AND/OR GRADE ADJUSTMENTS AS REQUIRED. ALL SUCH
CONSTRUCTION.
ADJUSTMENT AND RELOCATION WORK IS THE RESPONSIBILITY OF THE TOWN OF EMERALD ISLE, EXCEPT FOR
4. INSTALL TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT
PROPOSED RELOCATIONS, ADDITIONS AND OTHER MODIFICATIONS TO STORM DRAINAGE STRUCTURES AND PIPING. ALL
FENCE, ETC, SEED & MULCH AREAS DISTURBED DURING THIS PROCESS.
STORM DRAINAGE RELOCATION AND INSTALLATION SHALL BE DONE BY THE CONTRACTOR.
16. CONTRACTOR SHALL CONFINE ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY, EASEMENTS, OR CONSTRUCTION
5. COMPLETE SITE CLEARING.
LIMITS. WHICHEVER IS GREATER.
6. ROUGH GRADE SITE.
17. TOWN OF EMERALD ISLE SHALL COORDINATE NOTIFICATION OF CONSTRUCTION WITH ADJACENT PROPERTY OWNERS.
7, WALLSTORM DRAINAGE AND INSTALL BLOCK AND GRAVEL INLET PROTECTION AND
18. WHERE PROPOSED BIKE PATH ABUTS EXISTING CONCRETE DRIVES, THE PROPOSED ASPHALT PATH SHALL BE
ENERGY DISSIPATORS.
INSTALLED FLUSH WITH EXISTING CONCRETE GRADES. WHERE PROPOSED PATH ABUTS EXISTING ASPHALT DRIVES
8. FINISH STABILIZATION OF SLOPES AS SOON AS ROUGH GRADING IS COMPLETE.
OR ROADWAYS, SAWCUT EXISTING EDGE OF PAVEMENT AND INSTALL BIKE PATH FLUSH WITH EXISTING GRADES.
LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY,
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
9. COMPLETE THE FINAL GRADING FOR PATHWAY, UTILITIES, ETC.
PUBLIC R/W LINE.
10. INSTALL PERMANENT VEGETATION, LANDSCAPE AND MULCH,
19. 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
11. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
GRADING ACTIVITY OUTSIDE OF THE EXISTING PUBLIC RIGHT-OF-WAY.
VEGETATION ON THE DISTURBED AREAS
20. ALL CONSTRUCTION ACTIVITY AND TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS
AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH NCDOT AND MAINTAINING
MAINTENANCE FLAN
ALL REQUIRED TRAFFIC CONTROL MEASURES.
21. PROPOSED SLOPE -STAKE LINE SHOWN FOR AREAS WITHIN EXISTING RIGHT-OF-WAY ARE BASED ON
1. ALL EROSION AND S- IMENTATION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
CROSS -SECTIONS GENERATED FROM FIELD SURVEY DATA PROVIDED BY PRESTIGE LAND SURVEYING. SLOPE -STAKE
AND OPERATION FC _-OWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS
LINE SHOW FOR AREAS BEYOND THE RIGHT-OF-WAY AND ONTO PRIVATE PROPERTY ARE ESTIMATED, AND ARE
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN
THEREFORE APPROXIMATE IN NATURE.
ALL PRACTICES AS DESIGNED.
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS AND BLOCK AND GRAVEL INLET
PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
PROPERLY,
3. SEDIMENT WILL BEREMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT
6-INCHES DEEP AT' �-E FENCE. THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIE=.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO TFE SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
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GRAPHIC SCALE
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1 inch = 1,000 ft.
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Sheet NoVENELOverall
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Designer
W&R
Scale
1 " = 30'
Drawn By
Date
BDH
12 06 10
Checked By
Job No.
BDH
02090228.00
Emerald Isle Bike Path
Phases 3A & 3 B
Emerald Isle _ Carteret County
Proposed rD-"-ik,-% Path Alignment
Station 2 -0 -0 + 2"M 19 to Station
18" RCP
18"RCP
INV.=4.50
GRAPHIC SCALE
30 0 15 m 60
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
0 E.I.P. EXISTING IRON PIPE
0 E.C.M. EXISTING CONCRETE MONUMENT
O E.I.R. EXISTING IRON REBAR
4 E.P.K.N. EXISTING P.K. NAIL
a E.RR.S. EXISTING RAILROAD SPIKE
d E.A. EXISTING AXLE
0 S.I.P. SET IRON PIPE
E7 S.C.M. SET CONCRETE MONUMENT
G 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. SQUARE FEET
M.B. MAP BOOK
D.B. DEED BOOK
A.E.C. AREA OF ENVIRONMENTAL CONCERN
R.C.P. REINFORCED CONCRETE PIPE
a NAIL SET 1' NORTH OF SOUTH EDGE OF PAVING OF N.C.58
® TELEPHONE PEDESTAL
0 CONCRETE POWER POLE
0 WOOD POWER POLE
13 ELECTRIC BOX (SIZE AS NOTED)
® CABLE TELEVISION PEDESTAL
0 FIBER OPTIC MARKER
o WATER METER
a WATER VALVE
a FIRE HYDRANT
a SIGN
o MAILBOX
R R-SPLIT RAIL FENCE
+19.2 EXIST. SPOT ELEVATION WITH + MARKING HORIZONTAL LOCATION
-- — —9— --1' CONTOUR LINE
- x0--- ----5' CONTOUR LINE
E OVERHEAD ELECTRIC OR OTHER UTILITY
SCALE:
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i" = 3' VERT.
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Sheet No.
2

NEW D.I.#1
RIM= 7.40
INV.=4.80
30 LF-18" RCP
® 1.00%
18"RCP -
INV.=4.50
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Emerald Drive — N. C, 5 8
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TIMBER BULKHEAD 00� R/W
RETAINING WALL 25 LF-18" RCP 1009 R/W 000 ••® 1,00% NEW D.I.#3
NEW D.I.#2 RIM=10.40 17 LF-18" RCP ................
TEMP. INLET
PROTECTION RIM=7.20 INV. =8.10 @ 0.59�......................
.� PROP. 18"X18" MUTCD l
(TYP:} INV.=4,45 �� �, 1Pd PROP. 18"X18" MUTCD �
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SILT FENCE CONCRETE SIGNAGE AS NECESSARY INV.=8.00 I RETAINING WALL (
(TYP.) FOR PROP. BIKE PATH INSTALLATION 0, - 7
GUY WIRE - _ Phase
SILT FENCE Phase 4 Pier Phase 8 n
Phase 6
OUTLET (TYP.) PERMANENT
SLOPE ESMT. POlnte West SILT FENCE � '
SLOPE
P.) SLOPE STAKE OUTLE (TYP,) INSTALL DISSIPATOR
LINE (TYP.) 6'WX4'LX13"D, CLASS I I I Ln
B RIPRAD, d50=6' I ti i I
W/ FABRIC LINER
,-w 4
Pier Point ~-R.eference: Map
► Hook 100, Roge , 652 I
204+00 205+00 206+00 207+00 208+00 209+00 21 U+UU 21 1 +UU
Designer
W&R
Scale
1 °' = 30'
Drawn By
Date
BDH
12 06 10
Checked By
job No.
BDH
02090228.00
Emerald Isle Bike Path
Phases 3E
Emerald Isle Carteret County
GRAPHIC SCALE
30 0 15 30 60
1 inch
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
0 E.I.P. EXISTING IRON PIPE
* E.C.M. EXISTING CONCRETE MONUMENT
0 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
0 S.I.P. SET IRON PIPE
* S.C.M. SET CONCRETE MONUMENT
4 S.P.K.N. SET P.K. NAIL
CENTERI-INE
R/W RIGHT OF WAY
R RADIUS
A ARC
— ——M.B.S.L. MINIMUM BUILDING SETBACK LINE
S.F. SQUARE FEET
M.S. 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
9 TELEPHONE PEDESTAL
® CONCRETE POWER ROLE
0 WOOD POWER POLE
o ELECTRIC BOX (SIZ[ AS NOTED)
® CABLE TELEVISION PEDESTAL
0 FIBER OPTIC MARKER
o WATER METER
4 WATER VALVE
4 FIRE HYDRANT
A SIGN
o MAILBOX
R R-SPLIT RAIL FENCE
+18.2 EXIST. SPOT ELEVATION WITH + MARKING HORIZONTAL LOCATION
— -?— --1' CONTOUR LINE
— -a- - —5' CONTOUR LINE
-E—OVERHEAD ELECTRIC OR OTHER UTILITY
SCALE:
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WITH ER AVEN E
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersraven!
Ucenee No. C-0!
INN 5 2011
Sheet No.
3

4" WHITE CENTERLINE
M
24" WHITE --
CROSSWALK BAR
r— --A
BOLLARD MARKING (SEE BOLLARD
MARKING PLAN THIS SHEET) 3,®Oa,
8" WHITE STOP BAR
EXTEND TO WITHIN 6" 18"X18" MUTCD
OF PAVEMENT EDGE R1 —1 STOP SIGN
6" DIA. SCH, 4-0 PVC WITH —
GLUED CAP & FILLED WITH
NO. 67 STONE (TYP. OF 2)
12" MIN.
18'' MIN. TO 24" MAX:
rim,
24" MIN. TO 30" MA
� � a _ Q rr
w ��D'�D'�� TRANSITION
111—Oar 18"X18" MUTCD
R 1 —1 STOP SIGN
1o'—o" BIKE PATH
--� 24" TYPICAL REMOVABLE BOLLARD — SEE
DETAIL THIS SHEET
FIXED 8" DIA. SCH 40 PVC
STONE FILLED BOLLARD
PLAN VIEW
— REMOVABLE BOLLARD
6" DIA: SCH. 40 PVC WITH
GLUED CAP _
11 r_Oar
"-8" DIA. SCH. 40 PVC SLEEVE
\-8" PVC CAP
SE�'TIQN A --A
BICYCLE PATH AT STREET INTERSECTION DETAIL
NOT TO SCALE
REMOVABLE BOLLARD
4" WIDE WHITE MARKING
BOLLARD MARKING PLAN AT
S_IR„ET, INTERSECTION
NOT TO SCALE
NOTES:
1. BIKE PATH DETAILS FOR PAVEMENT MARKINGS AND INTERSECTION
CROSSINGS SHOWN ARE FROM PREVIOUSLY —APPROVED PLANS FOR
PRIOR PHASES 1 & 2 OF THE EMERALD ISLE BIKE PATH DESIGN
BY MUNICIPAL ENGINEERING SERVICES COMPANY, PA, GARNER, NC.
Revision
...
Designer
Scale
NTS
Drawn By
Date
BDH
12 06 10
Checked By
job No.
BDH
02090228.0
,,—COMPACTED SAND FILL
FINISHED GRADE FILTER FABRIC
�-6" X 6" TREATED WOOD
> s,
POSTS ® 6'-0" O.C, MAX.
2" X 6" TREATED WOOD
.
CONTINUOUS
GALVANIZED 20d NAILS, TYP.
4 REQUIRED @ EACH POST `1'
`-4
`r'
A'
12" ° CONC. ENCASEMENT
DIA. (3000 PSI)
et- I its �cs
Ark \A,I,I Tr rnr.r , IA,r
GUIDE POST —SEE NOTE 1 --\
NOTES:
1. GUIDE POST SHALL BE CONSTRUCTED OF DURABLE
LINEAR LOW DENSITY, CO —EXTRUDED POLYETHYLENE
WITH UV INHIBITORS. DIAMETER OF LOWER HALF OF
POST SHALL BE 24" MIMIMUM. UPPER PORTION OF
POST SHALL BE FITTED WITH A 3" X 9" REFLECTIVE
STRIP. GUIDE POST SHALL BE ANCHORED TO A
SURFACE MOUNTED PIN LOCK BASE. BASE SHALL
BE ADHESIVELY ATTACHED TO THE PAVEMENT BY
EPDXY ACCORDING TO THE GUIDE POST
MANUFACTURER'S INSTRUCTIONS. GUIDE POSTS
SHALL BE YELLOW,
NOT i SCALE
GENERAL
1. ALL SAFETY REGULATIONS ARE TO BE FOLLOWED STRICTLY. METHODS OF CONSTRUCTION AND
ERECTION OF THE STRUCTURAL MATERIAL IS CONTRACTOR'S RESPONSIBILITY,
2, DESIGN LOAD :
A. DEAD LOAD : ACTUAL WEIGHT OF MATERIAL.
13. LATERAL EARTH LOAD : 40 PSF - EQUIVALENT LIQUID PRESSURE
WOOD CONSTRUCTION
1. ALL TIMBER MEMBERS INCLUDING 2x6 PLANKS AND 64 POSTS ARE TO BE SOUTHERN
YELLOW PINE #2, PRESERVATI`ELY TREATED PER *AMERICAN WOOD PRESERVERS' ASSOCIATION'
(AWPA) STANDARDS,
2. ALL META CONNECTIONS INCLUDING NAILS SHALL BE HOT -DIPPED GALVANIZED.
CONCRETE AND WALL CONS'11!UC110N
1. CONCRETE SHALL HAVE UNIT WEIGHT OF 145 PCF, F'C - 3000 PSI COMPRESSIVE STRENGTH AT
26 DAYS AND SLUMP OF 4' MAX„ USE 5% AIR ENTRAINING ADMIXTURE IN ALL CONCRETE,
2. IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT RE PERMITTED CLOSER THAN 4'-0'
FROM RETAINING WALLS DURING CONSTRUCTION,
TYPICAL BULKHEAD RETAINING WALL DETAIL
NTS
Emerald Isle Bike Path
Phase 3 E
Emerald Isle Carteret County North Carolina
0, _ 09A
5'
HWY 58/ EMERALD DR.
EXISTING PAVEMENT
Bike Path & Site Details
TH
ti in
GUIDE POST
4" WIDE WHITE MARKIN'
GUIDE POST MARKING PLAN AT
PAVED DRIVEWAY
r
H
LA
X
w
VARIFC
VIM
3:1 SLOPE TO
EXISTING
GROUND
o..p R" STABILIZED
AGGREGATE BASE
COMPACTED SUBGRADE
TYPICAL SECTION
EMERALD ISLE BIKE PATH
NTS
°°o,0\ pCARo°°
0
°° O O OOOOOOpO Z � OOOp
Q�oFES S /009��y
°
SEAL
0 23484 0
° �. o
`,�°°ONGINE_ ° °�
°0�q °°°000*0* P ' "I
E Y 0 • �;p°°
/ 0 0000 ppOpO
JAN 5 2011
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
„o nse No. C—OA37
Sheet No.
4

CONCRETE BLOCK
DEWATERING
O OOODCOO
s ®
i .• ..
-
a
S
Q--
AW
Orb°°• 0 AW
O
— CY
- _ t600-00 000
7000JOoow-b
2:1 SLOPE, GRAVEL FILTER
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL
WIRE SCREEN
TEMPORARY SEDIMENT
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
THE STORM
AT LEAST 2 INCH BELOW THE CREST THE
THE ROW OF THE BLOCK AGAINST
POOL
DEWATERING
DRAIN. PLACE BOTTOM
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
1
16
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
1 MIN.
BLOCK OPENINGS. 2 M
i i�l I I=III=
2.CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE _ 1I_111_1�1�IIE�1�II
WIRE MESH WITH 1/2-INCH OPENING OVER ALL 'Al- ' M=ICI= �I-III=I11-III-III •.
BLOCK OPENING TO HOLD GRAVEL IN PLACE. I I I I
IN
—I
4 T 1/2-INCH I
RAV L 3 0
CLEAN G E 3. USE CL /
l
DIAMETER, PLACED 2 INCHES BELOW THE TOP SEDIMENTOF THE A I —III-
AND
SMOOTH BT OTO ANON
EVEN iGRADE E DOT #57SLOPORTTER WASHED �
STONE IS RECOMMENDED.
BLOCK AND GRAVEL DROP INLET PROTECTION
MINIMUM 10 GAUGE
LINE WIRES (-HOG
MARE")
IN CHANNELS. ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
J
VG W
fNCH
12-INCH
OVERLAP
JOIN STRIPS BY ANCHORING
AND OVERLAPPING
Installation of netting and matting
8'-0" MAXIMUM ­11
r
IMUM 12-1/2 GAUGE
RMEDIATE WIRES
GRADE
i I II
FRONT VIEW
� L_T_
STEEL POST
WOVEN WARE FABRIC ("HOG WIRE")
's
--SILT FENCE FABRIC
31, FILL SLOPE
26 a • FOR REPAIR OF SILT FENCE FAILURES,
"Cr N 57 WASHED STONE FOR ANCHOR
o.
r"�.'`` WHEN SILT FENCE IS PROTECTING
I;M . ;r GRAQE CATCH BASIN,
6" MINIMUM COVER
OVER SKIRT •
ANCHOR SKIRT AS DIRECTED
BY ENGINEER •
20-00 SIDE VIEW
STANDARD TEMPORARY SILT FENCE
F)esigner
Scale
NTS
Drawn By
Date
BDH
12 O6 10
Checked By
Job No.
BDH
02090228.0
PLAN
La
NOTES:
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La is the length of the riprop apron.
2. d = 1.5 times the maximum stone diameter but
not less than 6"
3. In welt -defined extend the opron up the
channel banks to on elevation of 6" above the
maximum toilwater depth or to the top of the
bank which ever is less.
4. A filter blanket or filter fabric should be
installed between the riprop and soil foundation.
PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
TYPIG
FLARE
SECTION
A
o /
do = PIPE DIA
Lo = APRON LENGTH
W = APRON WIDTH
3 X PIPE 0 MIN
d = APRON DEPTH
PIPF nIA_
ISOMETRIC VIEW
PLAN
Lo
SLOPE 0 7 I I FLOW
RIPRAP
NOTESd-J SECTION A -A .�
: \
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS Filter blanket
1. Lo is the length of the riprop apron.
2. d = 1.5 times the maximum stone diameter but
not less than 6"
3. A filter blanket or filter fabric should be
installed between the riprop and soil foundation,
PIPE OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL
SILT r_,__
AT Li -:-
THE T6 :F
--- .SHED S'?E
Emerald Isle
STEEL FENCE
WIRE FE
HARDWARE CLO
FILTER OF I' DIANETCR,"�
WASHED STOW
3' FILTER FABRIC
ON GROUND
VEGETATIVE PLAN
Seedbed Preparation (SP)
SP-1 Fill slopes 3:1 or steeper to be seeded with a hydraulic seeder (permaR nt
seedings)
1) Leave the last 4-6 'Inches of fill loose and uncompacted, allowing =9'kks,
roots, large clods and otherdebr.is to retrain on the slope.
2) Roughen slope £aces by making grooves 2-3 inches deep, perpendicular to
the slope.
3) Spread lime evenly over slopes at rates recommended by soil tests.
,_-2 kill slopes 3:1 or steeper (temporary seedings)
1) Leave a loose, uncompacted surface. Remove large clods, rocks, and debris
whi;:h might. hold netting above the surface.
2) Spread .litre and Eertilizer 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 inrerfere with tillage and the
production of a uniform seedbed.
21 Apply lime and fertilizer at rates recomcrended by soil. tescs; spread
evenly and incorporate to a depth of 2-4" with a farm disk or chis@l plow.
Loosen the subgrade immediately prior to spreading topsoil by disk.ing or
scarifying to a depth of at least 2 inches.
41 Spread topsoil to e depth of 2-4 inches and cultipack.
well -pulverized
5) DisY.or harrow and rake to produce a uniform and well- p surface.
Natural round ri r t applying seed.
6 6 Loosen surface just o 0
1 ] p
Riprap Headwall, Frain
height from road shout\der SP-4 Ge..tle or fiat slopes where topsoil is not used.
/Of.� •:� M�}, x ;) Remove .rock, and debris.
2)Apply lime and fertilizer at rates reconuaendcd by soil tests; spread
f Pi e'Tnverfi
c 6"with h a disk chisel low, of rater
1• _ _.....,_..„r // k i evenly and rn..orporate rota he top t p Y
tiller.
n 3) Break up large clods and rake into a Loose, uniform seedbed.
Figure 6.55a Rock pipe inIct protectlo 7 Plan v e'.+.' and cross-sec?ion view 4) Rake to loosen surface just prior to applying seed.
RIPRAP PROTECTION FOR PIPE INLET seodrr Methods (SM)
SM-1 ci'_1 slopes steeper than 3:1 (permanent seedings)
BURY WIRE FENCE AND HARDWARE CLOTH r 'BURY 6. OF LIPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
4' MIN. SILT FENCE
777
FRONT VIEW
BURr WIRE FENCE.
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH I
STEEL FENCE PDS I
SET MAX 2' APAR
MIN I8- INTO SDL D
GROUND DRAWING NOT TO SCALE
a
S/L T FENCE OUTLET
Emerald Isle Bike Path
Phase 3E
Carteret County _ North Carolina
Use hydraulic seeding equipment. to apply seed and fertilizer, a wood fiber
mulch at 45 lb/1,000ft', and mulch tacki.fer.
Gent -le to flat slopes or temporary seedings
1) Broadcast seed at the recommended rate with a cyclone seeder, .drop
spreader, or cultipacker seeder'.
21. Rake seed into the soil and lightly pack to establish good contitt.
Mulch (MU)
MU-1 Steep slopes (3:1 or greater_)
In rid -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 48 lb/1,000
Ft' wood fiber in a hydroseeder slurry.
1AU-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 flow, and secure according to manufacturer's
specifications.
ori channel shoulders, apply 103 ib/1,000 ft' gral.n straw and anchor With 0.1
gal/yd' (11 gal/1,000 ft') asphalt.
Maintenance (MA)
MA-1 Re Lertili.ze in ?ate winter or early spring the following year. Now as
desired.
HA-2 Keep mowed to a height of 2-4 inches. Fertilize with 40 lb/acre il. 1b/1,000
ft') nitrugen in winter and again the following fall
MA-3 Inspect and repair mulch and lining. Rafe rtilize in late winter of the
following year with 150 lb/acre 10-10-10 (3.5 lb/1,00Df:'). 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.
Erosion Control Details
J
U4
to
TABLE 1: VEGETATIVE PLAN'
Seeding Mixture-�Saedbed
Seeding Mainte-
Area Permanent Temporary Prepara- Method Mach trance Notes
No.' Description Season' 1b/ac lb/ac tion
-
--T-- ---- -- - -- --- ---------------- ------ - - -- - - ----------------
1 Steep cl -i,ig Tall fas ue 100 Fcrsanent. mixture also
Slopes Cy Kobe lespedeza -0 used for la:,-Tr.airit;.
11(3:1); low fall Lahiagrass- 25 S?-1 S -1 NA-1areas (4). Overseed
Jtnaintenance Rye grain 40 _ +•inter plantings
ss h`-J-1
Surrnter German -millet 40 i _rye with tcbc
_ 1 ;:inter Rve grain '_20 e .-5 Sp-^ S -2 lespedeza in March
1 NiF
I i_ grading is not
} zom�lete. _
2 H_ah- ---- --ing --------------Toy,-crazr, -0 ------- ----I ---_ ----- Tall f--- can---_
be
,maintenance Kche -especieza5o ' MA-9 ecded in spring -
turf increase rate to 250
Surenrer Cerr:an millet 90 sp_3 S_11-2 MU-2
fall ^aLL f s ce blend2001 MA-2 ib/ac. Temp. seeding
lar fall is the same
Winter Rye :Train _2,-,
- ----- ---------------
3 massed Fa 1. L- all fes .e 200 -
chanr.els Sprint Rye grain 40 - SP-4 SM-2 IrU-3 1•11-3
w tt:. side c,irrrrer -a�'_ f _ 200
s_op-5 1 German millet ill_ _ _
9 Loot------ String i fescue ---10-
- -------- ------ ---- ---- ----- ---temporary sec-dir_g-
r i.r+tenance lobe lespedezn 10 in spring or fa -I see
areas FaII Bah_agrass 25 MA-1
5 below.
.Rye grain 40
Sommer 7a7_ fesc.ie 100 PP-- 59-2 N.U-2
:cbe lesaedeza 13 Use these specs for
2errnudag=ass 15 P9A_5 t.ernporary diversions.
Gerr.(aa millet 1D
Winter Rye grain 120
5 n.cas ---- S:rr.nr: ^_^ Rye grain ------ ----- - _ Treat temporary.
re ui ing ;Kobe lesped-r 30 HA-4 dicer icr as ow -
cover or s'ununer ~--- — German mille' - _l-i S;M-2 HV rra ntonance, pe-manent
le
ss ss than '^ a (area 4)
R' g rain 125 Fa
ar `14- 5
" l4Jln_cr Kobe lesp,.deza50 I Include topsoil
Coltziln entr e far seedbed preparation, seeding method, mulch, and mHinter rce refer2:efer to Attachment 1.
Ai y nurnters ate designated cn map.
Spring (Feb. 1 - Apr. 15„ Sasser. (Apr. 1_ - Aug. 20), Fall (Aug. 20 - Oct. 25), Winter (Oct. 2., - Jan.).
p00400000000000
00
00
°G°°c�CA/°° Z / 00
Q SEAL
® o °
0 23484 00
°a
°°n1"IC EY ID
V j vV NV
�- f%6�®' RF. IVE
.JAN 5 2011
Sheet No.
5

'HEET 1 OF 3
838.01
0
®m
H �
H� Z
ao�®®
r®-n�cn
Hz = � ->
=®zDm
_cnoo
-a r-- -n
c� 0 DD
z
■
i
L DOWEL
OPTIONAL CONSTRUCTION JOINT
PLACE _GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
(IF CONST. JOINT IS USED)
_�1 SLOPE AS INDICATED ON PLANS
9 �- �=
\N
#4-BARS —\ \ \
12n j
CONC.
PIyPE
B �
Q
1 1`
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE SINGLE PIPE DOUBLE PIPE
I
LOC.�
DIA.
15"
18"
24"[30"136"1
42"
48" 115"118"
24"
30" 36`1
42"
1 48"
BARS
rrX,r
nX"
,rX„
„Xr,xrr
13
X,r
Y�,X
r Y �,—X,��r—X«
Xr,
Xrr err,
Xrr
Y*�rX„TI
Y*
G
QTY .�3
4
4
2
5 ! 2
2
1
2
3
-2-
3
3 1 4
2 2
1 3 1 4
2
4
2
2
M
GG
QTY.
QTY
2
-
2
-
3
3
L-
4
4
2 1
��
5 2
5
TOTAL
LBS .
L_ 9
9
14
14
19
55
65 12
1 1 12
19
19 23
77
92
DIMENSIONS AND CONCRETE QUANTITIES 1
USING CONCRETE PIPE i 1
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE 7
D
15"
H�
3` 3"
B
it 8rr
' G
2r_9"
� T �-
21/4rr
S
91/12"
L �
5r 6rrj 0.7
M
2`-2";
1 L
7'-8"
YD�
1.0
18"
3' 7"
1'-10"
3'-2„
j 21,-2"
110"
-YD3
6'-4" 1.0
2t-7"
8' 11"
1.3
24
4` 2"
2' 1 "
4`-0"
3" -I
10"
8 0" - 1 .5
3'-5"
11'-5"
2.0
3`�5'-0"
2'-6"
4'I 7"
j 41/"
j 111/2
9' 2" - 2-3
4^3"
13 5"
3.1 j
36"
42r'
48"
5'-8"
6' 2"
6'-9"
2'-8"
3'-1"
3 5"�
5' 6'r6
6'-4",
7'_2"
43/ rr
51/4"
531 "
111/2n
1 111/2"
11k"
2
i 1 r-Orr. 3.4
12' 8 4.5
14' 4"� 6.0
5'-0"
5'-10"118-6"
j 6'-8"
i6'-D°!
21 -0"
4.5
6.0 j
8.0�
*SEE SHEET 3
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
Designer
Scale
NTS
Drawn By
Date
BDH
12 06/10
Checked By
Job No.
BDH
02090228.0
SHEET 1 OF 3
838■01
z
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SHEET 3 OF 3
838.01
Emerald Isle Bike Path
Phase 3E
Emerald Isle Carteret Countv
•
•
?" WE HOLES
X
Y--
PLAN
WITH GRATE & FRAME REMOVED
(C) SEE NOT -
SHEET 1 OF 1
840.14
"North Carolina
�OPING(INCIDENTAL)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR 44 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING..
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE,
7P ELEVATION ------- - ----- ,\
840.16 FRAME
I
RATE
u.,..C�(SEE NOTE)
SECTION X-X
FRAME TOP VIEW
37"
36"
41 1 /2"
FRAME SECTION
- ---- ? - #4 BAR
I ,
6" B 6" _
-L a
(I 1-�,
DOWEL
MAX. PIPE THIS SIDE - 18"
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET (RASI ON MTN_ HFT(;HT N1`
DIMENSIONS
OF BOX PIPE
CUBIC YARDS
dEDUCTIONS FOR
1 PIPE-F-SPAN
_&
7 WIDTH IMIN. HEIGHT,
CONC. IN BOX
ONE PIPE
D
A
B
I BOTTOM
I WALL PER
TOT
CONCRETE
�—
H
SLAB
FT. HT.
FHEICHrIuUM
C M .
R.C.
— -
—t -,
12"
—-
3 -0'
----
2'-0" 1 2'-0"
0.222
( 0.222
0.592
1 0.015
0.026
15"
1
! L- 2'-3"
/
1 0.648
0.023
0.036
------,�
18
------------�---
r rr
2 6
/
/
, 0.703
0.033
-
0.049
24 '
f
/ 3'-0"
i
0.814
1 0.059
0.085
30"
_
3`-0" -2 -0" 3'-6"
_I
0.222
0.222
0.925
092
0.127
25" 24"
22"
24" 29 1 /2"
_ -per
-a
FRAME SECTION
GRATE TOP VIEW
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SHEET 1 OF 1
840.14
23 �/4"LIM
1 1 /4"J 3 1 /2"
6 3/8"
--I 1 1 /2"
35 3/4"-- GRATE SECTION
1 1 /8" 3 /2r,
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GRATE SECTION
DETAIL OF DROP INLET FRAME & GRATE. STD. V-5660-80
NOT TO SCALE
Storm Drainage Details
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JAN 5 201
WITHERS RAV E N E L Sheet No.
ENGINEERS I PLANNERS I SURVEYORS 6
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com

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