20120202 Ver 1_Primilary Plans_20120525

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1
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BEGIN PROJECT
NEW BERN AVENUE/ US 64 BUSINESS
CRABTREE
(/S 61
ANDERSON
POINT
END PROJECT PARK
POOLE ROAD
VICINITY MAP
EQUATION:
- Y2REV3- POT Sta 56 +31.53 BK =
-Y2- POT Sta 56 +20.00 AH =
CITY OF RALEIGH
NORTH CAROLINA
CRABTREE CREEK
GREENWAY TRAIL
LOCATION:
FROM END OF EXISTING GREENWAY ON MILBURNIE ROAD
TO ANDERSON POINT PARK
TYPE OF WORK:
GRADING, PAVING, STRUCTURE, DRAINAGE,
EROSION CONTROL, LANDSCAPING
EQUATION:
-Y2- PC Sta 96 +24.81 BK =
-Y2- PC Sta 96 +25.62 AH
INDEX OF SHEETS
1
1A
1B THRU 1C
2 TH RU 2D
3
4 TH RU 19
X -1 TH RU X -72
-Y2- POT Sta.130 +20.00 BK =
- Y2REV1- POT Sta.130 +20.71 AH
TITLE
SYMBOLOGY SHEET
NOTES
TYPICAL SECTIONS & DETAILS
DRAINAGE SCHEDULE, SIGN SCHEDULE
PLAN & PROFILE SHEETS
CROSS SECTIONS
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EQUATION:
-Y2- PC Sta 42 +26.95 BK =
- Y2REV3- PC Sta 42 +26.95 AH =
BEGIN PROJECT
BEGIN CONSTRUCTION
-Y2- STA. 10 +60.00
END PROJECT
� 1$
- Y2REV1- POT Sta.198 +78.20 BK =
- Y2REV2- POT Sta.198 +78.20 AH
END CONSTRUCTION
- Y2REV2- STA. 209 +66.28
19
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NO. DATE
IPROJECT NO.:
H9001.00
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NO. DATE
IPROJECT NO.:
H9001.00
1

BOUNDARIES AND PROPERTY
State Line - - - --
County Line --
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel /Sequence Number
Existing Fence Line
O
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123
CONVENTIONAL
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -WLB- - - -
Proposed Wetland Boundary WLB
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
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DRAWN BY: MET
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Sign
NO.
W
Well
Small Mine
T T T T
Foundation
0
Area Outline
Telephone Booth
Cemetery
fi
Building
❑D
W
School
U)
Church
U/G Telephone Cable Hand Hole
"H
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Dam
T
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
100 Year Flood Plain
500 Year Flood Plain
Floodway
Flow Arrow
Disappearing Stream
Crrirn
vrw....7a
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
PLAN
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker 0
Existing Right of Way Line
Proposed Right of Way Line n
Proposed Right of Way Line with R
Iron Pin and Cap Marker
Proposed Right of Way Line with R
Concrete or Granite Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line E
Existing Greenway Easement Line -- -- --
Proposed Temporary Construction Easement -
Proposed Permanent Greenway Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage /Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Limits of Disturbance -
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Temporary Silt Fence
Temporary Tree Protection Fence
F__ Temporary Combination Tree -x
Protectiorv'Silt Fence
-E-
PGE
PDE
DUE
PUE
TUE
O
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BZ 1
BZ 2
100 -
500
FW -
< -- - --
<- FLGW
Proposed Wheel Chair Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
Culvert Inlet Protection
Silt Fence Outlet
-X -X-
SHEET SYMBOLS
PEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded UVG Power Line
Designated U/G Power Line (S.U.E. *)
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Vineyard
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CONC HW
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- - - -P- - - -
WATER:
Water Manhole
Water Meter CD
Water Valve
Water Hydrant
Recorded UAG Water Line W
Designated U/G Water Line (S.U.E.* ) - - - -W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C
TV Pedestal ILI
TV Tower
U/G TV Cable Hand Hole Iq
Recorded LPG TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - -TV- - - -
Recorded LPG Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *)-- - - - -TV FO- - -
GAS:
Gas Valve
Gas Meter
Recorded LPG Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank Water, Gas, Oil
AEG Tank Water, Gas, Oil
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
0
-G-
- -G- - - -
A/G Gas
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SS-
A/G Sanitary Sewer
FSS
- - - -FSS- - - -
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TELEPHONE:
DRAWN BY: MET
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Existing Telephone Pole
NO.
T T T
Proposed Telephone Pole
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T T T T
Telephone Manhole
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n n n
Telephone Booth
0
n n n n
Telephone Pedestal
❑D
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Telephone Cell Tower
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U/G Telephone Cable Hand Hole
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Recorded U/G Telephone Cable
T
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Designated LYG Telephone Cable (S.U.E. *) -
- - -T- - - -
Recorded U/G Telephone Conduit
TG
Designated LYG Telephone Conduit (S.U.E. *)- -
- - -TC- - - -
Recorded U/G Fiber Optics Cable
T FO
Designated LYG Fiber Optics Cable (S.U.E.*)- -
- - -T FO- - - -
WATER:
Water Manhole
Water Meter CD
Water Valve
Water Hydrant
Recorded UAG Water Line W
Designated U/G Water Line (S.U.E.* ) - - - -W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C
TV Pedestal ILI
TV Tower
U/G TV Cable Hand Hole Iq
Recorded LPG TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - -TV- - - -
Recorded LPG Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *)-- - - - -TV FO- - -
GAS:
Gas Valve
Gas Meter
Recorded LPG Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank Water, Gas, Oil
AEG Tank Water, Gas, Oil
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
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DATE: FEBRUARY 22, 2012
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
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E.0.1.
DATE: FEBRUARY 22, 2012
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
NO.
DATE
PROJECT NO.:
H9001.00
SCALE: NTS

GENERAL NOTES
THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE
APPLICABLE REQUIREMENTS OF THE JULY 2006 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
ALL DEMOLITION SHALL BE APPROVED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT.
ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
INSPECTIONS, CERTIFICATIONS, PERMITS, EQUIPMENT, ETC. THAT MAY BE REQUIRED.
WHERE ASPHALT SECTION IS REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF
DEMOLITION TO OBTAIN A CLEAN EDGE.
ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS
INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES
TO BE REMOVED FROM REMAINING VEGETATION.
CONTACT CITY OF RALEIGH PARKS AND RECREATION DEPARTMENT TO SET UP A PRE - CONSTRUCTION
MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED
PRIOR TO PRE - CONSTRUCTION.
NOTES
THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE
SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER IN WRITING FOR REVIEW. NO
DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
THE OWNER.
TO PREVENT THE INTRODUCTION OF INVASIVE SPECIES, CONTRACTOR SHALL WASH ALL CONSTRUCTION
EQUIPMENT PRIOR TO ACCESSING PARCEL 42. EQUIPMENT MAY BE WASHED OFF SITE, BUT ALL DEBRIS
AND VEGETATION MUST BE REMOVED. SEE SPECIFICATION 01535 FOR MORE INFORMATION.
SEQUENCE OF CONSTRUCTION ACTIVITIES
1. A PRECONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE START OF ANY CONSTRUCTION
ACTIVITIES. A MANDATORY PRE - CONSTRUCTION MEETING WILL ALSO BE REQUIRED WITH THE LAND
QUALITY SECTION OF NCDENR BEFORE LAND DISTURBING ACTIVITIES BEGIN. CALL 919 - 791 -4200 TO
SCHEDULE A MEETING.
2. INSTALL CONSTRUCTION ENTRANCES AS NEEDED AT LOCATIONS SHOWN ON SHEET 1 D. OTHER STAGING
AREAS WILL NEED TO BE DISCUSSED WITH CITY OF RALEIGH PRIOR TO THE START OF CONSTRUCTION.
CONTACT THE CITY OF RALEIGH AT (919)516 -2837.
3. DETERMINE AND MARK LIMITS OF DISTURBANCE.
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CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL
UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.
CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO
THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND
EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA.
CONSTRUCTION /SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR
CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN
TRAFFIC AWAY FROM HAZARDOUS AREAS.
DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED
IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND
PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE
DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE
MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION.
CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM
OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR
TO CONSTRUCTION.
STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO
EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR
OTHER OBSTACLES ETC SHALL BE APPROVED BY CITY OF RALEIGH.
CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS
AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE. ANY DISTURBANCE OF THE
PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO
CONDITION PRIOR TO DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND
ACCORDING TO DETAIL.
CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S
REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL
PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3' BEYOND ASPHALT EDGE
OF TRAIL OR WITH IN REQUIRED DRAINAGE DITCHES. TRIM UP BRANCHES OF TREES TO PROVIDE 8'
VERTICAL CLEARANCE.
ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED
OR DIRECTED BY THE EROSION CONTROL INSPECTOR. IF ADDITIONAL MEASURES ARE REQUIRED IN
ADDITION TO THE PLANS, COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS.
ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER SHALL BE SEEDED BY CONTRACTOR.
VEGETATION ON BANKS AND WETLANDS SHOLD BE HAND CUT WITH ROOT MATS UNDISTURBED.
9. THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED IS LIMITED TO 2,000 LF OF
TRAIL OR 14 DAYS, WHICHEVER IS SHORTER. THE CONTRACTOR CANNOT EXCEED 2,000 LF OF
DISTURBED AREA WITHOUT TEMPORARY SEEDING. THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING
ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER.
10. INSTALL STORM SEWER SYSTEMS AND CULVERTS AND PROTECT INLETS WITH INLET PROTECTION.
INSTALL CULVERTS IN JURISDICTIONAL AREAS ACCORDING TO NCDOT BEST MANAGEMENT PRACTICES FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. CULVERT INSTALLATIONS IN STREAMS WILL
REQUIRE DEWATERING BY USE OF COFFER DAMS /IMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER
QUALITY STANDARDS, PER DETAIL ON SHEET 2C. CONTRACTOR TO COORDINATE WITH EROSION CONTROL
INSPECTOR. ANY TEMPORARY COFFER DAM SHALL BE CONSTRUCTED OF MATERIALS SUCH AS SHEET
PILING, SANDBAGS OR CLEAN CLASS 1 RIP RAP OR LARGER STONE THAT WILL NOT CONTRIBUTE TO
TURBIDITY OR SILTATION OF THE WATER BODY. A TEMPORARY SEDIMENTATION BAG SHALL BE USED PER
NCDOT STANDARD DRAWING NUMBER 1630.06. SANDBAGS SHALL BE OF THE FILTER FABRIC TYPE,
DOUBLE BAGGED AND INDIVIDUALLY TIED TO PREVENT SAND LEAKAGE. THEY SHALL BE PLACED AND
REMOVED MANUALLY TO PREVENT SPILLAGE. ONLY CLEAN SAND, FREE OF DEBRIS, SILT, FINE
PARTICLES OR OTHER FOREIGN SUBSTANCES, SHALL BE USED TO FILL THE BAGS. THE COFFERDAM
SHALL BE ENTIRELY REMOVED IMMEDIATELY UPON COMPLETION OF WORK. DURING PERIODS OF WORK
ACTIVITY, FLOW IMMEDIATELY DOWNSTREAM OF THE WORKSITE SHALL EQUAL FLOW IMMEDIATELY
UPSTREAM OF THE WORKSITE. ALL OTHER OPTIONS WILL NEED PRIOR APPROVAL. SEE SHEET 2D FOR
DETAIL. NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION, MAINTENANCE, AND
REMOVAL OF IMPERVIOUS DIKE(S) AS DESCRIBED IN THIS PROVISION. PAYMENT FOR SUCH WORK
SHALL BE DISTRIBUTED AMONG THE VARIOUS PAY ITEMS.
12. AS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR
LANDSCAPING. SEED ALL AREAS WITHIN 14 DAYS OF COMPLETING ACTIVITY. PERMANENT GRASS SHALL
BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
13. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED
SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. THEN REMOVE
TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS.
WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY ENVIRONMENTAL
OFFICER. OBTAIN CERTIFICATE OF COMPLIANCE.
14. CONTRACTOR IS REQUIRED TO MAINTAIN A WEEKLY WRITTEN REPORT OF SEDIMENT AND EROSION
CONTROL DEVICES.
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CHECKED BY: BRC
REVISIONS:
NO. DATE
IPROJECT NO.:
H9001.00
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4.
INSTALL TREE PROTECTION FENCING, SILT FENCE, COMBINATION FENCE AND, SILT FENCE OUTLETS.
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NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES.
SILT FENCE OUTLETS SHALL BE INSTALLED PER FIELD LOCATED LOW POINTS AND AS SHOWN ON
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APPROVED PLANS.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
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ETC. THAT MAY BE REQUIRED.
5.
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. CALL FOR ON SITE INSPECTION BY
ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE. CALL FOR TREE PROTECTION
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THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
FENCE INSPECTION BY CHRIS CRUM OF THE CITY OF RALEIGH. 919 - 516 -2561
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE
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REMOVED FROM THE SITE ON A DAILY BASIS.
6.
TOPSOIL AND STONE BASE REMOVAL AND /OR STORAGE AREAS SHALL BE CONTAINED WITHIN THE
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PROPOSED LIMITS OF DISTURBANCE.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S).
7.
BEGIN GRADING & CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
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EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST
INSURE THAT SEDIMENT LADEN WATER IS DIRECTED TO SEDIMENT CONTROL DEVICES.
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AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
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BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
8.
INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT
REPRESENTATIVE IMMEDIATELY.
RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS.
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CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL
UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.
CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO
THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND
EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA.
CONSTRUCTION /SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR
CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN
TRAFFIC AWAY FROM HAZARDOUS AREAS.
DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED
IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND
PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE
DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE
MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION.
CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM
OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR
TO CONSTRUCTION.
STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO
EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR
OTHER OBSTACLES ETC SHALL BE APPROVED BY CITY OF RALEIGH.
CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS
AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE. ANY DISTURBANCE OF THE
PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO
CONDITION PRIOR TO DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND
ACCORDING TO DETAIL.
CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S
REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL
PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3' BEYOND ASPHALT EDGE
OF TRAIL OR WITH IN REQUIRED DRAINAGE DITCHES. TRIM UP BRANCHES OF TREES TO PROVIDE 8'
VERTICAL CLEARANCE.
ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED
OR DIRECTED BY THE EROSION CONTROL INSPECTOR. IF ADDITIONAL MEASURES ARE REQUIRED IN
ADDITION TO THE PLANS, COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS.
ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER SHALL BE SEEDED BY CONTRACTOR.
VEGETATION ON BANKS AND WETLANDS SHOLD BE HAND CUT WITH ROOT MATS UNDISTURBED.
9. THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED IS LIMITED TO 2,000 LF OF
TRAIL OR 14 DAYS, WHICHEVER IS SHORTER. THE CONTRACTOR CANNOT EXCEED 2,000 LF OF
DISTURBED AREA WITHOUT TEMPORARY SEEDING. THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING
ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER.
10. INSTALL STORM SEWER SYSTEMS AND CULVERTS AND PROTECT INLETS WITH INLET PROTECTION.
INSTALL CULVERTS IN JURISDICTIONAL AREAS ACCORDING TO NCDOT BEST MANAGEMENT PRACTICES FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. CULVERT INSTALLATIONS IN STREAMS WILL
REQUIRE DEWATERING BY USE OF COFFER DAMS /IMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER
QUALITY STANDARDS, PER DETAIL ON SHEET 2C. CONTRACTOR TO COORDINATE WITH EROSION CONTROL
INSPECTOR. ANY TEMPORARY COFFER DAM SHALL BE CONSTRUCTED OF MATERIALS SUCH AS SHEET
PILING, SANDBAGS OR CLEAN CLASS 1 RIP RAP OR LARGER STONE THAT WILL NOT CONTRIBUTE TO
TURBIDITY OR SILTATION OF THE WATER BODY. A TEMPORARY SEDIMENTATION BAG SHALL BE USED PER
NCDOT STANDARD DRAWING NUMBER 1630.06. SANDBAGS SHALL BE OF THE FILTER FABRIC TYPE,
DOUBLE BAGGED AND INDIVIDUALLY TIED TO PREVENT SAND LEAKAGE. THEY SHALL BE PLACED AND
REMOVED MANUALLY TO PREVENT SPILLAGE. ONLY CLEAN SAND, FREE OF DEBRIS, SILT, FINE
PARTICLES OR OTHER FOREIGN SUBSTANCES, SHALL BE USED TO FILL THE BAGS. THE COFFERDAM
SHALL BE ENTIRELY REMOVED IMMEDIATELY UPON COMPLETION OF WORK. DURING PERIODS OF WORK
ACTIVITY, FLOW IMMEDIATELY DOWNSTREAM OF THE WORKSITE SHALL EQUAL FLOW IMMEDIATELY
UPSTREAM OF THE WORKSITE. ALL OTHER OPTIONS WILL NEED PRIOR APPROVAL. SEE SHEET 2D FOR
DETAIL. NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION, MAINTENANCE, AND
REMOVAL OF IMPERVIOUS DIKE(S) AS DESCRIBED IN THIS PROVISION. PAYMENT FOR SUCH WORK
SHALL BE DISTRIBUTED AMONG THE VARIOUS PAY ITEMS.
12. AS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR
LANDSCAPING. SEED ALL AREAS WITHIN 14 DAYS OF COMPLETING ACTIVITY. PERMANENT GRASS SHALL
BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
13. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED
SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. THEN REMOVE
TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS.
WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY ENVIRONMENTAL
OFFICER. OBTAIN CERTIFICATE OF COMPLIANCE.
14. CONTRACTOR IS REQUIRED TO MAINTAIN A WEEKLY WRITTEN REPORT OF SEDIMENT AND EROSION
CONTROL DEVICES.
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®® NOT USE FOR CONSTRUCTION
UKAWN BY: Mtl
CHECKED BY: BRC
REVISIONS:
NO. DATE
IPROJECT NO.:
H9001.00
t

EROSION CONTROL NOTES
TOTAL ACREAGE OF DISTURBED AREA IS 22.81 ACRES, TOTAL PROJECT AREA IS 582.75 ACRES.
ACREAGE OF PERMANENT AND TEMPORARY SEEDING IS 10 ACRES.
SEE CONTRACT DOCUMENTS AND SHEET 2P FOR SEEDING SPECIFICATIONS.
ON -SITE BURIAL PITS ARE NOT ACCEPTABLE.
ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE /COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY
TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS OF COMPLETION OF
GRADING.
DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES
THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED.
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL
REPRESENTATIVE OF THE STATE /COUNTY STORM WATER MANAGEMENT SECTION AND THE LOCAL
INSPECTIONS DEPARTMENT.
CONSTRUCTION, MAINTENANCE, REMOVAL OF ALL EROSION CONTROL DEVICES, ALL FINES, LEGAL
FEES AND RESTORATION COSTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE
NOTED.
A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE.
CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT AND FOLLOW THE
RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPLETION AND PAVEMENT DESIGN, ETC.
THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED IS LIMITED TO 2,000 LF OF
TRAIL OR 14 DAYS, WHICHEVER IS SHORTER. THE CONTRACTOR CANNOT EXCEED 2,000 LF OF
DISTURBED AREA WITHOUT TEMPORARY SEEDING. THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING
ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER.
EROSION PROVISION
THE CONTRACTOR SHALL BE REQUIRED TO TAKE EVERY REASONABLE PRECAUTION THROUGHOUT THE
CONTRACT TO PREVENT THE EROSION OF SOIL AND THE SEDIMENTATION OF STREAMS, LAKES,
RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES, OR OTHER PROPERTY AS REQUIRED BY
THE SEDIMENT POLLUTION CONTROL ACT OF 1973 AND THE 1974 AMENDMENTS TO THE ACT.
FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION CONTROL
PLAN OR TO PERFORM EROSION CONTROL WORK AS DIRECTED WILL RESULT IN THE ENGINEER, INSPECTOR
OR NCDENR NOTIFYING THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS. IN THE EVENT THAT THE
CONTRACTOR FAILS TO BEGIN SUCH REMEDIAL ACTION OR FAILS TO BEGIN EROSION CONTROL WORK
WITHIN 24 HOURS AFTER RECEIPT OF SUCH NOTICE WITH ADEQUATE FORCES AND EQUIPMENT, THE
ENGINEER MAY PROCEED TO HAVE THE WORK PERFORMED WITH OTHER FORCES. NO PAYMENT WILL BE
MADE TO THE CONTRACTOR FOR WORK PERFORMED BY OTHERS. ANY COSTS INCURRED BY THE CITY DUE
TO THE FAILURE OF THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS WILL BE BORNE BY THE
CONTRACTOR. SUCH COSTS WILL INCLUDE CIVIL PENALTIES ASSESSED FOR SOIL EROSION AND
SEDIMENTATION CONTROL VIOLATIONS.
ANY COSTS INCURRED BY THE CITY FOR WORK PERFORMED BY OTHERS AS PROVIDED ABOVE IN THE
EXCESS OF THE COSTS THAT WOULD HAVE BEEN INCURRED HAD THE WORK BEEN PERFORMED BY THE
CONTRACTOR WILL BE DEDUCTED FROM RETAINAGE OR OTHER MONIES DUE THE CONTRACTOR OR HIS
CONTRACT.
MISC - WETLANDS. TREES. STORM PIPING
CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING /STOPPING LOCATION.
NO EQUIPMENT IS ALLOWED IN THE WETLANDS. EQUIPMENT MUST BE ON TIMBER MATS. TIMBER MATS
SHALL BE CAROLINA MAT INCORPORATED BRIDGE /TIMBER MAT (6" MIN. THICKNESS) OR APPROVED
ALTERNATE. TEMPORARY WETLAND CROSSING SHALL REQUIRE TIMBER MATS.
ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. CONTRACTOR SHALL MAINTAIN A
WETLAND SEEDING MIX ON SITE TO BE APPLIED TO TEMPORARILY DISTURBED WETLAND AREAS AS
DIRECTED BY ENGINEER IN THE FIELD. WETLAND SEED MIX IS PROVIDED IN THE SPECIFICATIONS IN
SECTION 02910.
WETLAND LOCATION /DELINEATION BY ESI DATED 12/2009
LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION
AND MATCH PIPING TO DITCH CENTERLINE.
SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. IF EGREGIOUS VIOLATIONS OCCUR AS
DETERMINED BY THE OWNER, REPLANTING MAY BE ORDERED AT A COMPENSATORY RATE AT THE
CONTRACTORS EXPENSE.
NOTES
COMPACTION NOTES
STRUCTURAL FILL BENEATH THE PAVED AREAS SHOULD BE PLACED IN UNIFORM LIFTS OF 8 INCHES OR
LESS (LOOSE MEASURE), AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AND
WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE AS DEFINED BY THE STANDARD PROCTOR COMPACTION
TEST. HOWEVER, THE UPPER 12 INCHES OF THE FILL PLACED SHOULD BE COMPACTED TO 98 PERCENT
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. TO CONFIRM THAT THE SPECIFIED DEGREE OF
COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED IN EACH LIFT BY A SOILS
TECHNICIAN.
2006 NCDOT ROADWAY ENGLISH STD. DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN
BRANCH - N.C. DEPARTMENT OR TRANSPORTATION - RALEIGH, N.C., DATED JULY 187 2006 ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD.NO.
DIVISION 2 - EARTHWORK
200.02
DIVISION 3 - PIPE CULVERTS
300D.01
DIVISION 8 - INCIDENTALS
838.01
838.80
846.01
876.01
876.02
876.04
TITLE
Method of Clearing - Method II
Method of Pipe Installation - Method 'A'
Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90° Skew
Precast Concrete Endwall - For Single 12" thru 72" Pipe 90° Skew
Concrete Curb, Gutter, and Curb & Gutter
Rip Rap in Channels
Guide for Rip Rap at Pipe Outlets
Drainage Ditches with Class 'B' Rip Rap
ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND
SPECIFICATIONS.
SEEDING
A. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED
ROLLER - SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO
PROVIDE EVEN DISTRIBUTION OF SEED.
B. DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA
WITH A ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS
PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.
C. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF
THAT WHICH CAN BE MULCHED ON SAME DAY.
D. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO
4 INCHES OF SOIL DEPTH.
E. THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED IS LIMITED TO 2,000 LF OF
TRAIL OR 14 DAYS, WHICHEVER IS SHORTER. THE CONTRACTOR CANNOT EXCEED 2,000 LF OF
DISTURBED AREA WITHOUT TEMPORARY SEEDING. THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING
ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER.
MULCHING AND MATTING
A. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS
THEN THE FOLLOWING:
1. SLOPES FROM 5:1 OR FLATTER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE
RATE OF NOT LESS THAN 92 LBS. PER 1000 SQ.FT.
2. SLOPES GREATER THAN 5:1 MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE STAPLES
AT 5 FOOT INTERVALS, IMMEDIATELY AFTER SEEDING.
3. USE TACK TO PREVENT DISRUPTION OF MULCH.
B. FOR TACK USE AN ASPHALT TIE -DOWN OF EMULSIFIED ASPHALT GRADE AE -E OR CUT -BACK ASPHALT
GRADE RC -2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF
TACKING STRAW MULCH.
C. OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER.
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®® NOT USE FOR CONSTRUCTION
UAIt: Ftt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
NO. DATE
ALL STORM PIPING SHALL BE HDPE DBL WALL- SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED. SEE D. EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER PROJECT NO.:
DRAINAGE SUMMARY SHEET. APPROVED PLANS.
H9001.00
ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED. PROTECTION SCALE: NTS
CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS). A. PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER
ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER- DAMAGE. 1 C
GRADES UNLESS OTHER WISE NOTED ON THE PROFILE.
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®® NOT USE FOR CONSTRUCTION
UAIt: Ftt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
NO. DATE
ALL STORM PIPING SHALL BE HDPE DBL WALL- SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED. SEE D. EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER PROJECT NO.:
DRAINAGE SUMMARY SHEET. APPROVED PLANS.
H9001.00
ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED. PROTECTION SCALE: NTS
CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS). A. PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER
ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER- DAMAGE. 1 C
GRADES UNLESS OTHER WISE NOTED ON THE PROFILE.

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ORIGINAL GROUND 2.
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INSET 1
PAVEMENT SCHEDULE
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PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE
COURSE, TYPE S9.513, AT AN AVERAGE RATE OF 224 LBS.
PER SQ. YD.
J1
PROPOSED 6" AGGREGATE BASE COURSE.
T
EARTH MATERIAL.
V1
GEOTEXTILE SEPERATOR FABRIC
BOARDWALK PLATFORM
BOARDWALK NO.
1
2
4
5
6
7
8
9
10
BOARDWALK TYPICAL SECTION
CHAIN
Y2
Y2
Y2
Y2
Y2
Y2REV1
Y2REV1
Y2REV1
Y2REV1
1 Y2REV1
2 Y2REV1
BEGIN STATION
17 +00.00
32 +80.50
100 +35.00
113 +04.83
114 +24.83
152 +05.00
182 +80.00
191+31.47
196 +86.59
193 +11.47
196 +69.18
CHAIN
5'
0.02
�) V1
I _ 5'
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GRADE
POINT CCl
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6' SHLD.
4'W/ SAFETY RAIL
3'
=MAX.
GRADE TO THIS LINE ( T
ASPHALT TRAIL TYPICAL SECTION
BEGIN STATION
END STATION
SAFETY RAIL*
SEE SHEET 2B
-Y2-
(BEGIN CONSTRUCTION)
10 +60.00
17 +00.00
(BEGIN BOARDWALK 1)
-Y2-
(END BOARDWALK 1)
20 +60.00
32 +80.50
(BEGIN BOARDWALK 2)
-Y2-
(END BOARDWALK 2)
33 +20.50
42 +26.95
(STATION EQUATION BK)
- Y2REV3-
(STATION EQUATION AH)
42 +26.95
56 +31.53
(STATION EQUATION BK)
-Y2-
(STATION EQUATION AH)
56 +20.00
57 +41.46
(BEGIN BRIDGE S1)
-Y2-
(END BRIDGE S1)
58 +81.46
96 +24.81
(STATION EQUATION BK)
-Y2-
(STATION EQUATION AH)
96 +25.62
100 +35.00
(BEGIN BOARDWALK 3)
-Y2-
(END BOARDWALK 3)
101 +45.00
113 +04.83
(BEGIN BOARDWALK 4)
-Y2-
(END BRIDGE S2)
117 +62.30
130 +20.00
(STATION EQUATION)
- Y2REV1-
(STATION EQUATION)
130 +20.71
152 +05.00
(BEGIN BOARDWALK 7)
- Y2REV1-
(END BOARDWALK 7)
153 +55.00
182 +80.00
(BEGIN BOARDWALK 8)
- Y2REV1-
(END BOARDWALK 8)
185 +80.00
191 +31.47
(BEGIN BOARDWALK 9)
- Y2REV1-
(END BOARDWALK 10)
198 +66.59
198 +78.20
(STATION EQUATION BK)
- Y2REV2-
(STATION EQUATION AH)
198 +78.20
209 +46.15
(END CONSTRUCTION)
END STATION
20 +60.00
33 +20.50
101+45.00
113 +84.83
116 +22.30
153 +55.00
185 +80.00
193 +11.47
198 +66.59
193 +29.18
196 +86.59
VARIES
10' -0" TO 12' -0" CLEAR
NOTES:
-USE 6' SHOULDER IN FILL SECTIONS
AND 3' SHOULDER IN CUT SECTIONS.
- TRANSITION SUPERELEVATION AS SHOWN
ON PLANS. TRANSITION DISTANCE SHALL BE 10.
- FOR -DR1 -, DEPTH OF ABC TO BE 8"
ORIGINAL GROUND
PROVIDE A SAFETY RAIL FOR THE
FOLLOWING CIRCUMSTANCES:
SLOPE >_ 3:1 AND DROP OF 6'
SLOPE >_ 2:1 AND DROP OF 4'
SLOPE >_ 1:1 AND DROP OF 1'
D D D D D D D D D D D
------------------------------------------------------
STRUCTURAL STEEL
TRUSS, NP
BRIDGE TYPICAL SECTION
BRIDGE NO. (CLEAR WIDTH) CHAIN BEGIN STATION
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END STATION
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REVISIONS:
NO. DATE
S 1
S2
S3
S4
Y2
Y2
Y2
Y2REV1
57 +41.46
113 +84.83
116 +22.30
193 +29.18
58 +81.46
114 +24.83
117 +62.30
196 +69.18
(=
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H9001.00
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DAI t: rtt3KUAKY ZZ, ZU1Z
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REVISIONS:
NO. DATE
S 1
S2
S3
S4
Y2
Y2
Y2
Y2REV1
57 +41.46
113 +84.83
116 +22.30
193 +29.18
58 +81.46
114 +24.83
117 +62.30
196 +69.18
PROJECT NO.:
H9001.00
SCALE: NTS
z

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
MIN. 12 -1/2 GA. NCDOT SEDIMENT CONTROL STONE
MIN. 10 GA. SILT FENCE FABRIC INTERMEDIATE
LINE WIRES INSTALLED TO SECOND WIRES
WIRE FROM TOP
GRADE
FRONT VIEW
NOTES:
- END OF SILT FENCE SHOULD BE TURNED UPHILL STEEL POST TOP OF SILT FENCE
- SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS WOVEN WIRE FABRIC MUST BEAT LEAST 1'
IS ALWAYS REQUIRED ABOVE THE TOP OF
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES THE WASHED STONE
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW _ SILT FENCE GEOTEXTILE FABRIC
SHALL NOT RUN PARALLEL WITH THE TOE OF THE FENCE). -c�,'� _ z= FILL SLOPE
N 0 `"
* FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE GRADE
FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. IN
EACH CASE THE SILT FENCE IS TO BE PROPERLY ENTRENCHED & THE o 6" MIN. COVER
STONE SHALL BE AT A MINIMUM OF 16" ABOVE GRADE AT THE N OVER SKIRT
DIRECTION OF FLOW & BETWEEN 60 - 45 DEGREES. ANCOR SKIRT AS DIRECTED
BY ENGINEER.
SIDE VIEW
,� STANDARD TEMPORARY SILT FENCE
C.O.R. STD # 40.01
TYPE A TYPE B
PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PIPE OUTLET TO WELL- DEFINED CHANNEL
x p CHANNEL BOTTOM
ch .
PLAN VIEW
4 x DIAMETER
FILTER FABRIC
SEE PLANS FOR QUANTITIES
SECTION A -A
40"
4 x DIAMETER
FILTER FABRIC J
SEE PLANS FOR QUANTITIES
SECTION B -B
PIPE OUTLET PROTECTION
NCDOT STD. 876.02
c� TREE PROTECTION AREA
18"
c� DO NOT ENTER
WARNING SIGN DETAIL
NOTES:
3' FILTER FABRIC ON GROUND
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
Al RAIA1
nn r'KICE
STEEL FENCE POST SET MAX 2' APART - I�-
MIN. 18" INTO SOLID GROUND
FRONT VIEW
SILT FENCE OUTLET
L l
NOTES: FOOTING SIZE
PIPE SIZE
WIDTH
DEPTH
15"-24"
8"
12"
>24" - 36"
w
24"
>3611- 54"
18"
36"
DOUBLE
-Y2-
114 +00
ll�_
w
- Y2Rev1-
152 +80
48"
TRIPLE
w
w
A
o
B
B
x p CHANNEL BOTTOM
ch .
PLAN VIEW
4 x DIAMETER
FILTER FABRIC
SEE PLANS FOR QUANTITIES
SECTION A -A
40"
4 x DIAMETER
FILTER FABRIC J
SEE PLANS FOR QUANTITIES
SECTION B -B
PIPE OUTLET PROTECTION
NCDOT STD. 876.02
c� TREE PROTECTION AREA
18"
c� DO NOT ENTER
WARNING SIGN DETAIL
NOTES:
3' FILTER FABRIC ON GROUND
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
Al RAIA1
nn r'KICE
STEEL FENCE POST SET MAX 2' APART - I�-
MIN. 18" INTO SOLID GROUND
FRONT VIEW
SILT FENCE OUTLET
L l
NOTES: FOOTING SIZE
PIPE SIZE
WIDTH
DEPTH
15"-24"
8"
12"
>24" - 36"
12"
24"
>3611- 54"
18"
36"
till
T
FILTER FABRIC
H = RIP RAP TO TOP OF PIPE (MAX. H = D +T)
T = 15" CLASS 'I' RIPRAP
T = 12" CLASS 'B' RIP RAP
1/2 DIAMETER OF PIPE OR 12"
WHICHEVER IS GREATER
FILTER FABRIC
CAPACITY OF PIPE CULVERTS -
TOGETHER = BANK FULL FLOW
TEMPORARY STREAM CROSSING SUMMARY
CHAIN
STATION
DIAMETER
NOTES
-Y2-
33 +00
48"
SINGLE
-Y2-
100 +80
48"
DOUBLE
-Y2-
114 +00
48"
DOUBLE
- Y2Rev1-
152 +80
48"
TRIPLE
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL
WITH THE FENCE) AND DESIGN CRITERIA.
11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION.
FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS.
13. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION.
(HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE)
STEEL POST
-WOVEN WIRE FABRIC
— WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC MIN. 10 GA.
LINE WIRES
o CID FILL SLOPE
co
z
M GRADE -VIII
6" MIN. COVER
o 1111111 lily l� I
OVER SKIRT
N IIII�I
EXTEND WIRE 6" MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER
SIDE VIEW
* FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
8' MAX.
VARIARI F AR nIRFCTFn RY THE FNrINFFR
TM
WARNING SIGN
TM
TREE PROTECTION AREA
DO NOT ENTER
TREE PROTECTION AREA
DO NOT ENTER
SILT FENCE FABRIC
INSTALLED TO SECOND
LEW�IREFRTMO
III
III
it
IIIIIIIIII
IIII
VIII
VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII
FRONT VIEW
VIII VIII VIII VIII VIII VIII
III
VIII
III
III
III
MIN. 12 -1/2 GA.
INTERMEDIATE
WIRES
GRADE
I 1
6 COMBINATION SILT/ TREE PROTECTION FENCE
C.O.R. STD # 40.03
MIN. 10 GA.
LINE WIRES
DESIGN CRITERIA NOTES
THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN CD w w
KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF ON A FILTER FABRIC FOUNDATION. III � Z
THE DAM. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW W ZO U z
KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL J w o 0-
LOWER THAN THE OUTER EDGES AT NATURAL GROUND BANKS. w J N a
ELEVATION. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO >
KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK w w U 00
ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS DAM. LL O z Ln w
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION O o-6 L>u c°� o Lu
ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE Y w w ao
STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO ELEVATION OF THE UPPER DAM. w o�
RESIST EROSION. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM a M � m
USE NCDOT CLASS B RIP RAP AND LINE THE UPSTREAM HEAVY FLOW THAT COULD CAUSE EROSION. H w
SIDE OF THE DAM WITH NCDOT SEDIMENT CONTROL STONE. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST U U)
KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT UPSTREAM IS STABLE. Y
BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT U
AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO ® ®�� d�o� v O
DAMAGE OR BLOCKAGE FROM DISPLACED STONES. I °� w
99 9 12" OF NCDOT SEDIMENT ® II O U
9 MIN. 1.5' MIN CONTROL STONE 1.5 `�'� U >
CLASS B RIP -RAP 2' MAX AT
CENTER
FILTER CLOTH
FILTER CLOTH
4' TO 6'
PLAN VIEW -
CROSS - SECTION VIEW
PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE
FENCE, VELOCITY OF FLOW. L = THE DISTANCE SUCH THAT POINTS
3RIC, A AND B ARE OF EQUAL ELEVATION
.WARE DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.
CLOTH IN TRENCH A g
SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA & L -
MAINTENANCE
CHECK DAM SIDE VIEW
6" DEEP COARSE AGGREGATE
ELEVATION
v FOR USE IN PROPOSED DITCHES
EARTH FILL COVERED BY
LARGE ANGULAR ROCK FLOW
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
COARSE AGGREGATE
TOP OF BANK -I I I f` TOP OF BANK
PLAN
STANDARD TEMPORARY STREAM CROSSING
5
40"
M TREE PROTECTION AREA
18"
ih DO NOT ENTER
WARNING SIGN DETAIL
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
NOTES:
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER
PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL
FIELD CONDITIONS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
TM
WARNING SIGN
TM
TREE PROTECTION AREA
DO NOT ENTER
lxx
III
III
lil
IIIIIIIIII
VIII
VIII
(IIII (IIII VIII VIII VIII (IIII —VIII VIII — (IIII —VIII (IIII — (IIII
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
— (IIII — (IIII —VIII VIII
VIII
IIII
FRONT VIEW
7
MIN. 12 -1/2 GA.
INTERMEDIATE
WIRES
GRADE
VIII III -
c
N
TREE PROTECTION FENCE
C.O.R. STD # 40.04
°T�EL POST
1VEN WIRE FABRIC
ARNING SIGN
)RANGE, UV RESISTANT
iIGH - TENSILE STRENGTH
3OLY BARRICADE FABRIC (TYPICAL)
SIDE VIEW
NOTE: FOR TREE PROTECTION ONLY
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DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
SCALE: NTS
2A

EXISTING
ROADWAY
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OR ENTRANCE,
WHICHEVER IS
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Mnl 11 nCO /T /n x
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
°- IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
i STONE, THEN THE TIRES OF THE VEHICLE MUST BE
7
WASHED BEFORE ENTERING THE PUBLIC ROAD.
CD
n
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON
i z TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL
CLEAN THE AREA AND INVOICE THE FINANCIALLY
n
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
n RESPONSIBILITY FORM.
NEW CONSTRUCTION
EXISTING ROADWAY
75' MIN. 25' MIN.
o
2" MIN.
6" MIN. o00 00
1
FABRIC UNDER STONE
CONSTRUCTION ENTRANCE
STOP SIGN GREENWAY TRAIL HINGED BOLLARD
BOULDER (TYP. SEE DETAIL
BOULDERS TO ICE SUPPLIED
BY CITY OF RALEIGH
TRANSPORT AND PLACEMENT
BY CONTRACTOR C)
2" YELLOW PAVEMENT
MARKING
1/2" EXPANSION JOINT (SEE DETAIL 3, THIS SHEET)
WHEN TIEING TO TIE TO EXISTING
CONCRETE SURFACE N CONCRETE /ASHPALT
5FT RADIUS UNLESS
OTHERWISE NOTED
---- - - - - --
r------- - - - - -- ----------------------------------------------------------1---------
PLAN VIEW
2' -6"
SQUARE FOOTING
HINGED BOLLARD & BOULDERS
NOTE: BOULDERS PROVIDED BY THE CITY OF RALEIGH
A r B
6' -6" C
GENERALNOTES
1. ALL CONCRETE TO BE 3600 PSI COMPRESSIVE STRENGTH
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE
3. ALL JOINTS TO HAVE Al2" FILLET WELD.
4. ALL METAL SHALL BE GALVANIZED PER SPECIFICATIONS.
42" OR 48" SAFETY RAI L
5
'X' DIMENSION
42" SAFTEY RAIL: X = 1' -2"
48" SAFETY RAIL: X = 1' -4"
2
GREENWAY ENTRANCE
6 "x 6" POST,
S.Y.P. PRESSURE
TREATED FOR
GROUND CONTACT
(SEE SPECS)
TOP OF
CONCRETE
FOOTING TO
DRAIN AWAY
FROM BOLLARD
L "'
CONCRETE
FOOTING
1" BEVEL @ 45° (TYP)
STEEL PLATE
HOLE FOR
LOCK 1/2 " DIA.
4" GRAVEL BASE
COMPACTED
SUBGRADE
PERMANENT BARRIER WOOD BOLLARD
BOLLARDS
mmin.
4 11
PROPOSED SAFETY RAIL
6" LG. PVC SLEEVES TYP.
(4) #4 RE -BAR CONT.
(2) #4 RE -BAR @ 1' -6" CTS.
0 611
I — 18" MINIMUM
O_ 3" CLR. TYP.
-I
M/ l 1 A 1-f m/ P
UCTION
10 FT.
- SOLID YELLOW LINE 2"
TRAIL OBSTRUCTION WITHIN PAVEMENT MARKING
3 NOTE: SEE 2009 MUTCD
HOLE FOR
LOCK 1/2 " DIA.
FINISH GRADE
611 311
1/4" 6 11X3" X %"
STEEL BOLLARD
00
3 "X13 "XY2'
7Y4" STEELPLAI
TACK WELD
TYP.
/g'
1 "X10 "Sl
LOCK P
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BOLLARD
B
STEEL PLATE <<
HINGE PIN
N A CONCRETE
FOOTI
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< I. �.
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PLAN
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HINGED BOLLLARD
POST(
5" SQ PO:
POST CAP OPTIONS
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T -7" FACE TO FACE
,AP 211
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NOTES:
1. FENCE TO BE MASTER HALCO THREE -RAIL RANCH STYLE
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FENCE WITH NOMINAL 8' SECTION LENGTH
FOOTING WIDTH TO BE (2X) POST WIDTH. MINIMUM
DEPTH 30 ".
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DAI t: Ftt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
SCALE: NTS
n) SAFETY RAIL EMBEDDED IN CONCRETE TRAIL ��� DETAIL FOR WHITE VINYL FENCE I 2B
V � /

I
I
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I
I/
PERVIOUS DIKE -
EXISTING TERRAIN
a
TEMPORARY SEDIMENTATION BAG
15 X 10 TEMPORARY
SEDIMENTATION BAG `.
L PUMP TO SEDIMENTATION BAG
SLOPE DRAIN INLET
G-1­171177A \A InAAII/
[0!•W,t ]Ml MAN 191 ­1\0 mMlwj w 0 m&xw. 011►11wwj w 1�`Wl M`. im .l
NOTE: PROVIDE STABILIZED OUTLET TO STREAMBANK
J/'11 � v urw.A
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DRAW
DETAIL FOR CULVERT CONSTRUCTION AT WET STREAMS AND DITCHES
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TEMPORARY SEDIMENTATION BAG(S): W
THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING PLACING AND 0
REMOVING A TEMPORARY SEDIMENTATION BAG(S) AS DIRECTED BY THE ENGINEER. U
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE USED TO FILTER PUMPED WATER W
DURING THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR CULVERT OR W Q
PIPE CONSTRUCTION.
THE FILTER FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 1056 FOR TYPE 2 � Z
FABRIC. m W
SEDIMENT CONTROL STONE SHALL MEET THE REQUIREMENTS OF SECTION 1005 AND Q W
SHALL BE CLEAN OF DIRT AND DEBRIS. INSTALL STONE ACCORDING TO THE DETAIL
SHOWN ON THE PLANS. u
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A WATER PERMEABLE FABRIC BAG
THAT TRAPS SAND, SILT, AND FINES AS SEDIMENT LADEN WATER IS PUMPED INTO
IT. THIS DEVICE SHALL BE CONSTRUCTED SUCH THAT IT IS PORTABLE AND CAN BE
USED ADJACENT TO THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR
CULVERT OR PIPE CONSTRUCTION.
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A BAG CONSTRUCTED TO A MINIMUM
SIZE OF 10'X 15' MADE FROM A NONWOVEN FABRIC. IT SHALL HAVE A SEWN -IN 8 �
IN. (MAXIMUM) SPOUT FOR RECEIVING PUMP DISCHARGE. THE BAG SEAMS SHALL BE
o
SEWN WITH A DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH THREAD. THE SEAMS A a
w yozoo 3
SHALL HAVE A MINIMUM WIDE WIDTH STRENGTH AS FOLLOWS: a LLa a���
-� Ww ,...29P 0.
TEST METHOD MINIMUM SPECIFICATIONS ay�LL 3 �
ASTM D -4884 60 LB/IN g
a (**U)
THE FABRIC USED TO CONSTRUCT THE BAG SHALL BE STABILIZED TO PROVIDE
RESISTANCE TO ULTRA- VIOLET DEGRADATION AND MEET THE FOLLOWING
SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY:
PROPERTY TEST METHOD UNITS MIN. SPECIFICATIONS
SPECIFICATIONS
WEIGHT ASTM D -3776 OZ/YD 8.0
GRAB TENSILE ASTM D -4632 LB 200.0
IMPERVIOUS DIKE:
FLOW RATE ASTM D -4491 GAL /MIN /SF 80.0
w
PERMITTIVITY ASTM D -4991 1 /SEC 1.2
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THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING, INSTALLING,
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MAINTAINING, AND REMOVING AN IMPERVIOUS DIKE FOR THE PURPOSE OF DIVERTING
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NORMAL STREAM FLOW AROUND THE CONSTRUCTION SITE. THE CONTRACTOR SHALL
DATE: FEBRUARY 22, 2012
v
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CHECKED BY: BRC
REVISIONS'
CONSTRUCT AN IMPERVIOUS DIKE IN SUCH A MANNER APPROVED BY THE ENGINEER.
IL
ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REPLACEMENT.
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THE IMPERVIOUS DIKE SHALL NOT PERMIT SEEPAGE OF WATER INTO THE CONSTRUCTION
O
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SITE OR CONTRIBUTE TO SILTATION OF THE STREAM. THE IMPERVIOUS DIKE SHALL
PROJECT NO.:
Y
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BE CONSTRUCTED OF AN ACCEPTABLE MATERIAL IN THE LOCATIONS NOTED ON THE
THIS PAYMENT WILL BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS
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PLANS OR AS DIRECTED BY THE ENGINEER.
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ACCEPTABLE MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO SHEET PILES,
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SANDBAGS, AND /OR THE PLACEMENT OF AN ACCEPTABLE SIZE STONE LINED WITH
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SAND SAGS / ; \` \ m
POLYPROPYLENE OR OTHER IMPERVIOUS FABRIC.
0
EARTH MATERIAL SHALL NOT BE USED TO CONSTRUCT AN IMPERVIOUS DIKE WHEN IT IS
STREAM
IN DIRECT CONTA CT WITH THE STREAM.
THE
1
NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION MAINTENANCE
AND REMOVAL OF IMPERVIOUS DIKE(S) AND RELATED WORK AS DESCRIBED IN THIS
PROVISION. PAYMENT FOR SUCH WORK SHALL BEDISTRIBUTED AMONG THE VARIOUS PAY
ITEMS.
15 X 10 TEMPORARY
SEDIMENTATION BAG `.
L PUMP TO SEDIMENTATION BAG
SLOPE DRAIN INLET
G-1­171177A \A InAAII/
[0!•W,t ]Ml MAN 191 ­1\0 mMlwj w 0 m&xw. 011►11wwj w 1�`Wl M`. im .l
NOTE: PROVIDE STABILIZED OUTLET TO STREAMBANK
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DRAW
DETAIL FOR CULVERT CONSTRUCTION AT WET STREAMS AND DITCHES
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TEMPORARY SEDIMENTATION BAG(S): W
THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING PLACING AND 0
REMOVING A TEMPORARY SEDIMENTATION BAG(S) AS DIRECTED BY THE ENGINEER. U
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE USED TO FILTER PUMPED WATER W
DURING THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR CULVERT OR W Q
PIPE CONSTRUCTION.
THE FILTER FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 1056 FOR TYPE 2 � Z
FABRIC. m W
SEDIMENT CONTROL STONE SHALL MEET THE REQUIREMENTS OF SECTION 1005 AND Q W
SHALL BE CLEAN OF DIRT AND DEBRIS. INSTALL STONE ACCORDING TO THE DETAIL
SHOWN ON THE PLANS. u
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A WATER PERMEABLE FABRIC BAG
THAT TRAPS SAND, SILT, AND FINES AS SEDIMENT LADEN WATER IS PUMPED INTO
IT. THIS DEVICE SHALL BE CONSTRUCTED SUCH THAT IT IS PORTABLE AND CAN BE
USED ADJACENT TO THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR
CULVERT OR PIPE CONSTRUCTION.
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A BAG CONSTRUCTED TO A MINIMUM
SIZE OF 10'X 15' MADE FROM A NONWOVEN FABRIC. IT SHALL HAVE A SEWN -IN 8 �
IN. (MAXIMUM) SPOUT FOR RECEIVING PUMP DISCHARGE. THE BAG SEAMS SHALL BE
o
SEWN WITH A DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH THREAD. THE SEAMS A a
w yozoo 3
SHALL HAVE A MINIMUM WIDE WIDTH STRENGTH AS FOLLOWS: a LLa a���
-� Ww ,...29P 0.
TEST METHOD MINIMUM SPECIFICATIONS ay�LL 3 �
ASTM D -4884 60 LB/IN g
a (**U)
THE FABRIC USED TO CONSTRUCT THE BAG SHALL BE STABILIZED TO PROVIDE
RESISTANCE TO ULTRA- VIOLET DEGRADATION AND MEET THE FOLLOWING
SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY:
PROPERTY TEST METHOD UNITS MIN. SPECIFICATIONS
SPECIFICATIONS
WEIGHT ASTM D -3776 OZ/YD 8.0
GRAB TENSILE ASTM D -4632 LB 200.0
PUNCTURE ASTM D -4833 LB 130.0
FLOW RATE ASTM D -4491 GAL /MIN /SF 80.0
PERMITTIVITY ASTM D -4991 1 /SEC 1.2
UV RESISTANCE ASTM D -4355 % 70.0
THE CONTRACTOR SHALL INSTALL THE TEMPORARY SEDIMENTATION BAG IN ACCORDANCE
PRELIMINARY STRUCTI
WITH THE DETAILS IN THE PLANS AND AT LOCATIONS AS DIRECTED BY THE ENGINEER.
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE PLACED SO THE INCOMING WATER
FLOWS INTO AND THROUGH THE BAG WITHOUT CAUSING EROSION. THE NECK OR SPOUT
OF THE BAG SHALL BE TIED OFF TIGHTLY TO STOP THE WATER FROM FLOWING OUT OF
THE BAG WITHOUT GOING THROUGH THE WALLS.
DATE: FEBRUARY 22, 2012
THE TEMPORARY SEDIMENTATION BAGS SHALL BE REPLACED AND DISPOSED OF WHEN
BAG(S)
IT IS 3/4 FULL OF SEDIMENT OR WHEN IT IS IMPRACTICAL FOR THE BAG TO FILTER
THE SEDIMENT OUT AT A REASONABLE FLOW RATE. PRIOR APPROVAL FROM THE
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS'
NO.
DATE
ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REPLACEMENT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFICIENT
QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING
THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR CULVERT OR PIPE
PROJECT NO.:
CONSTRUCTION.
H9001.00
TEMPORARY SEDIMENTATION BAG (S) WILL BE MEASURED AND PAID FOR PER EACH.
SCALE: NTS
THIS PAYMENT WILL BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS
PROVISION, INCLUDING BUT NOT LIMITED TO, FURNISHING ALL MATERIALS, PLACING
AND MAINTAINING THE TEMPORARY SEDIMENTATION BAG(S), AND REMOVAL AND
DISPOSAL OF SILT ACCUMULATIONS AND BAG.

OEM,
Seeding mixture
Species Rate (Iblacre)
Rye (grain)
120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains—Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont—Jan. 1 - May 1
Coastal Plain—Dec. I -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Seeding mixture
Species' Rate (Iblacre)
Tall fescue 80
Sericea lespedeza 20
Kobelespedeza 10
Seeding notes
1. After Aug. 15, use unscarified sericea seed.
2. Where periodic mowing is planned or a neat appearance is desired,
omit sericea and increase Kobe lespedeza to 40 lb/acre.
3. To extend spring seeding dates into June, add 15 lb/acre hulled
Bermudagrass. However, after mid-Apr. it is preferable to seed
temporary cover.
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/
acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 Iblacre rye
(grain).
Best Possible
Fall:
Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Late Winter: Feb. 15 - Mar. 21 Feb. 1 -Apr. 15
Fall is best for tall fescue and late winter for lespedezas. Overseeding
of Kobe lespedeza over fall-seeded tall fescue is very effective.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, netting, or roving or by
crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
Practice Standards and SpeCifiMdOnN
Seeding mixture
Species Rate (Iblacre)
German millet 40
In the Piedmont and Mountains, a small-stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains—May 15 -Aug. 15
Piedmont —May's -Aug. 15
Coastal Plain—Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw bytacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
F M11
Practice Standards and SpecificationN
Seeding mixture
Species, Rate (lb/acre)
Blend of two turf-type tall
fescues (90%) and two or
more improved Kentucky
bluegrass varieties (10%) 200-250
Best Possible
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Winter: — Feb. I - Mar. 31
For quality turf, avoid spring seeding. Where grading is completed
during late winter or spring, an alternative is to seed 30 lb/acre Kobe
lespedeza, keep mowed, prepare seedbed, and seed a permanent
mixture in early fall.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre small grain straw or equivalent cover of another
suitable mulch. Anchor straw by tacking with asphalt, netting, roving, or
by crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or
Feb., 40 lb in Sept., and 40 lb in Nov., from a 12-4-8, 16-4-8, or similar
turf fertilizer. Avoid fertilizer applications during warm weather, as this
increases stand losses to disease. Mow to a height of 2.5-3.5 inches
as needed. Reseed, fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
151st
0
6.11.22
Seedin g mixture
Species Rate (lb/acre)
Rye (grain) 120
Seeding dates
Mountains—Aug. 15 - Dec. 15
Coastal Plain and Piedmont—Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1,000 Ib/acr8 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchorstraw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
I
Best Possible
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Winter: — Feb. I - Mar. 31
For quality turf, avoid spring seeding. Where grading is completed
during late winter or spring, an alternative is to seed 30 lb/acre Kobe
lespedeza, keep mowed, prepare seedbed, and seed permanent
mixture between Aug. 25 and Sept. 15.
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, roving, netting, or by
crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or
Feb., 40 lb in Sept., and 40 lb in Nov., from a 12-4-8, 16-4-8, or similar
turf fertilizer. Avoid fertilizer applications during warm weather, as
this increases stand losses to disease. Reseed, fertilize, and mulch
damaged areas immediately. Mow to a height of 2.5-3.5 inches as
needed.
'Refer to Appendix 8.02 for botanical names.
.
im, I Q
117M'1114
it
TEMPORARY AND PERMANENT SEEDING CHARTS
CHARTS FROM NCDENR PRACTICE STANDARDS AND SPECIFICATIONS (REV 6/06)
Seeding mixture
Species'
Rate (lb/acre)
Tall fescue 100
Sericea lespedeza 30
Kobelespedeza 10
Seeding notes
1. In Eastern Piedmont, add 25 lb/acre Pensacola Bahiagrass or 10 lb/
acre common Bermudagrass. Use common Bermudagrass only where
it is unlikely to become a pest.
2. After Aug. 15, use unscarified sericea seed.
3. Where a neat appearance is desired, omit sericea and substitute 40
lb/acre Bahiagrass or 15 lb/acre Bermudagrass.
4. To extend spring seeding dates into June, add 15 lb/acre hulled
Bermudagrass. However, it is preferable to seed temporary cover and
seed fescue in Sept.
Nurse plants
Between May I and Aug. 15, add 10 lb/acre German millet or 15 lb/
acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye
(grain).
Best Possible
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Late Winter: Feb. 15 - Mar. 21 Feb. 1 -Apr. 15
Fall is best for tall fescue, and lespedezas in late winter. Overseeding
of Kobe lespedeza over fall-seeded tall fescue is very effective. Use
unhulled Bermudagrass seed in fall.
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000-5,000 Iblacre grain straw or equivalent cover of another
suitable mulching material. Anchor mulch by tacking with asphalt,
roving, or netting. Netting is the preferred anchoring method on steep
slopes.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
Seeding mixture
Species' Rate (Iblacre)
Tall fescue 200 (4-5 lb/1,000 ft2)
Nurse plants
Between May 1 and Aug. 15, add 15 lb/acre Sudangrass or 15 lb/acre
German millet. Prior to May 1 or after Aug. 15, add 40 lb/acre rye
(grain).
Seeding dates
Best: Aug. 25 - Oct.
Possible: Feb. -Apr. 15
Avoid seeding from Nov. to Jan. If seeding must be done at this time,
add 40 lb/acre rye grain and use a channel lining that offers maximum
protection.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 Iblacre 10-10-10 fertilizer.
Operate tillage equipment across the waterway.
Mulch
Use a rolled erosion control product to cover the bottom of channels
and ditches, and staple securely. The lining should extend above the
highest calculated depth of flow. On channel side slopes above this
height, and in drainages not requiring temporary linings, apply 4,000
lb/acre grain straw, and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down
slopes where they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter of the
following year; use soil tests or apply 150 Iblacre 10-10-10. Mow
regularly to a height of 2-4 inches.
'Refer to Appendix 8.02 for botanical names.
_r
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DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
NO. DATE
(PROJECT NO.:
H9001.00
2D

LIST OF
PIPES ENDWALLS ETC. (FOR PIPES
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STD. 838.11
w Q O Q
F- Z D w z X
C.B.
CATCH BASIN
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w o =^ w
STATION
w
CLASS III R.C. PIPE
BITUMINOUS COATED C.S. PIPE TYPE B
DOUBLE WALL
OR
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U ii
FRAME, GRATES
0 0 } M
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U
(UNLESS NOTED OTHERWISE)
(UNLESS
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SMOOTH INTERIOR
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N.D.I.
NARROW DROP INLET
cn w �, o (�
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SIZE
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15"
18"
24"
30"
36"
42"
48"
12"
15"
18"
24"
30"
36"
42"
48"
12"
15"
18"
24"
30"
36"
42"
48"
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TRAFFIC BEARING DROP INLET
®
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THICKNESS
OR GAUGE
J
a
w
b
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REMARKS
a-
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-Y2- 30 +00
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1
176.20
176.00
32
-Y2- 35 +80
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2
178.20
178.00
48
-Y2- 67 +35
CL
3
174.90
174.70
64
3.8
DUAL 36"
HDPE W/ UPSTREAM ENDWALL
-Y2- 79 +20
CL
4
177.20
177.00
88
DUAL 24"
HDPE
J
-Y2- 89 +30
CL
5
172.80
171.80
44
3.8
DOWNSTREAM
ENDWALL
w ~�
ui
-Y2- 96 +90
CL
6
180.70
178.00
40
0
-Y2- 102 +90
CL
7
173.00
172.50
44
-Y2- 125 +00
CL
8
175.50
172.90
36
- Y2REV1- 136 +50
CL
9
170.00
167.90
28
5.6
UPSTREAM & DOWNSTREAM ENDWALL
u
ui
- Y2REV1- 137 +65
CL
10
172.00
170.00
36
- Y2REV1- 147 +40
CL
11
170.80
169.50
36
0
- Y2REV1- 157 +75
CL
16
176.34
172.56
48
co ui
- Y2REV1- 162 +65
CL
12
172.30
171.90
44
< w
- Y2REV1- 169 +95
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13
172.50
172.00
44
0
- Y2REV1- 181 +15
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14
168.80
166.70
56
U v
- Y2REV1- 202 +20
CL
15
166.50
166.40
60
3.2
TRIPLE 18" HDPE W/ ENDWALLS SEE SP DETAIL
Y2REV2- 203+58.74
RT
17
170.17
167.67
167.40
24
1
1
TOTALS
216
248
116
148
44
16.4
1
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PRELIMINARY PLANS
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DATE: FEBRUARY 22, 2012
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
NO.
DATE
PROJECT NO.:
H9001.00
SCALE: NTS
3

BEGIN PROJECT
BEGIN CONSTRUCTION
-Y2- STA 10+60.00
N
N
co
-Y2-
P/ STA. 14 +44.1 /
P/ STA. 17 +60.87
PI STA. 21+23.09
0 =
8° 14' 37.9" (RT)
0 =
33° 09' 07.1" (LT)
0
= l8.50' 45.4" (LT)
D =
5° 43' 46.5"
D =
8° 40' 52.2"
D
= 7° 09' 43.1"
L =
143.88'
L =
381.88'
L
= 263.14'
T =
72.07'
T =
196.45'
T
= 132.77'
R =
19000.00'
R =
660.00'
R
= 800.00'
N
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NATION FENCE (TYP)
BUFFER IMPACT B2
SEE PCN APP.
-Y2 - PT StaJ9 +46.30 \
-Y2 -17 + 00.00 -Y2 - PC Sto.19 +90.32
END 10' APP SLAB
BEGIN BOARDWALK 1 -Y2- 20 +60.00
END BOARDWALK 1
BEGIN 10' APP SLAB
w�
BEGIN BOARDWALK 1 END
'l
14+50.00 -Y2 -17 + 00.00 -i
EL = 192.10
_ '
.L 191.63 CC INT MH (MH 25A) -Y2- STA. 17 +73.94 CC INT MH (MH 25) CC INT MH (MH 24) 84.07 'C = /00' OFFSET 31181 +RT OFFSET P OX.2RIMO ELT191.91 OFFSET 44.09 RT4 -Y2- TA 10+56.57
-)4.0(
RIM EL. 192.11 APPROX INVERT EL. 170.6 RIM EL. 192.11 OFFSET 40.38 RT (- )3.000%
INVERT IN EL. 163.46 INVERT IN EL. 163.43 RIM EL. 189.48
INVERT OUT EL. 163.46 INVERT OUT .1 3.43 INVERT IN EL. 163.02 (- )2,000%
INVERT OUT EL. 163.02 (- )1.a0a�
(+)0.4350;1. (- )0.8000%
- - - - - - - - -}. (- )0.8000%
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OFFSET 76.4 LT - - -- LOCATION
APPROX. RIM EL. 188.73 III II -Y2- STA. 19 +51.84 II
APPROX INVERT EL. 170.53 II II I� OFFSET P
APPROX. 68 ELT 189.98 II P1 = 20 +00.(
189.70'
)l/ = 16 +50.00 �III1 II III APPROX INVERT EL. 170.54 II � EL =
Pl - - 2- 0 +-10- .0
1
EL 192.50' i t II EL 189.60'
VC 60' I I Iy
EXSTING 42" PVC SEWER
- III EXISTING 42" PVC
f - - -� - - - -- - ------- y-- - - - -�- III - - - --
I I III III PROPOSED 72 PVC SEWER III PROPOSED 72 PV(
72" PROPOSED SEWER Pl = 20 +30.G
CROSSES UNDER GREENWAY -Y2- 17 +54.85 EL 189.10'
AT THIS LOCATION EXISTING 42" SS
-Y2- 16 +66.11 APPROX EL. 170.64
INVERT EL = 163.47
15 +00 16 +00 17 +00 18 +00 19 +00 20 +00
1
21+00
2
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-Y2 - PC Sta.13 +72.04
13 +00
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14 +00
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82 2
NATION FENCE (TYP)
BUFFER IMPACT B2
SEE PCN APP.
-Y2 - PT StaJ9 +46.30 \
-Y2 -17 + 00.00 -Y2 - PC Sto.19 +90.32
END 10' APP SLAB
BEGIN BOARDWALK 1 -Y2- 20 +60.00
END BOARDWALK 1
BEGIN 10' APP SLAB
w�
BEGIN BOARDWALK 1 END
'l
14+50.00 -Y2 -17 + 00.00 -i
EL = 192.10
_ '
.L 191.63 CC INT MH (MH 25A) -Y2- STA. 17 +73.94 CC INT MH (MH 25) CC INT MH (MH 24) 84.07 'C = /00' OFFSET 31181 +RT OFFSET P OX.2RIMO ELT191.91 OFFSET 44.09 RT4 -Y2- TA 10+56.57
-)4.0(
RIM EL. 192.11 APPROX INVERT EL. 170.6 RIM EL. 192.11 OFFSET 40.38 RT (- )3.000%
INVERT IN EL. 163.46 INVERT IN EL. 163.43 RIM EL. 189.48
INVERT OUT EL. 163.46 INVERT OUT .1 3.43 INVERT IN EL. 163.02 (- )2,000%
INVERT OUT EL. 163.02 (- )1.a0a�
(+)0.4350;1. (- )0.8000%
- - - - - - - - -}. (- )0.8000%
Y2- STA. 16 +86.58 APPROX ROCK I
OFFSET 76.4 LT - - -- LOCATION
APPROX. RIM EL. 188.73 III II -Y2- STA. 19 +51.84 II
APPROX INVERT EL. 170.53 II II I� OFFSET P
APPROX. 68 ELT 189.98 II P1 = 20 +00.(
189.70'
)l/ = 16 +50.00 �III1 II III APPROX INVERT EL. 170.54 II � EL =
Pl - - 2- 0 +-10- .0
1
EL 192.50' i t II EL 189.60'
VC 60' I I Iy
EXSTING 42" PVC SEWER
- III EXISTING 42" PVC
f - - -� - - - -- - ------- y-- - - - -�- III - - - --
I I III III PROPOSED 72 PVC SEWER III PROPOSED 72 PV(
72" PROPOSED SEWER Pl = 20 +30.G
CROSSES UNDER GREENWAY -Y2- 17 +54.85 EL 189.10'
AT THIS LOCATION EXISTING 42" SS
-Y2- 16 +66.11 APPROX EL. 170.64
INVERT EL = 163.47
15 +00 16 +00 17 +00 18 +00 19 +00 20 +00
1
21+00
2
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CHECKED BY: BRC
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
SCALE: 1 " =50'
C!

BY 1761
PIN 1724 9340
Up
10' PROPOSED
ASPHALT TRAIL
4V
a
PUF F. 3nj I e
3na
<
00,
200 CC INT MH (MH 23) VC = 60'
-Y2- STA. 22 +49.03
OFFSET 39.87 RT
RIM EL. 180.62
INVERT IN EL. 162.96
INVERT OUT EL. 162.96
190 P1 21 *85.00
EL 181.45'
VC /00.,
O
o (+)0
J000x
180 II
I II
170 EXISTING 42" PVC SEWER
III
PROPOSED 72 PVC SEWERIII PROPOSED 72"
160 - - - - - -
0
150
21+00 22+00 23+00
,.23+1
9.89 R
RIW­El
INVERT
Ll S 20.50
E D' BOA ALK 2
BE lo'\APP SLA
-Y2 FR StG.33 +71.98
BZ 2
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CC INT MH (MH 22)
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OFFSET 49.00 RT -Y2- STA. 29+40.51 P1 30+45.00 35+53.46
RIM EL. 178.94 OFFSET 55.17 RT P1 32 +00.00 OFFSET 62.90 RT
INVERT IN EL. 162.93 P1 26 *60.00 RIM EL. 181.77 RIM EL. 182.29
INVERT OUT EL. 162.93 P1 28 +00.00 INVERT IN EL. 162.84 EL 181.06" -Y2- STA. 30 + 78.49 EL 181.69' INVERT IN EL.162.75
OFFSET 12.63 LT INVERT OUT EL.162.75 FP-RELIMINARY PLANS I
EL 178.07" EL /8/./5' INVERT OUT TEL 162.84 P1 29+85.00 VC 40' RIM EL. 189.19 190 DO NOT USE FOR CONSTRUCTION
P1 24+20.00 P1 25 +00.00 vc 69 x INVERT IN EL.169.59 VC /00" -NIZ I I
VC 70' EL 178.75" INVERT OUT EL. 169.44 Q)
EL 178.00*'
Q)
EL 179.04" VC 80" Q)
VC /00" -------- co
VC 60" C3
-)/.j000;/ (+).9.4092.- S;j�z(- 11
__7:::� 107-N - � III A 'i 1�41.;_69097.
(+)2.1!974;1. Q +)3.85 180
FEBRUARY 22, 2012
BEGIN BOARDWALK 2
(+)1.2938;1.
ov IV DATE: F
(-)I.JO007 -Y2- 32 + 80.50 DRAWN BY: MET
(-)0.6000;l. 32LF-18" HDPE EL 180.33 CHECKED BY: BRC
0 REVISIONS:
EXISTING 42" PVC SEWER
EXISTING 42" PVC SEWER 17 NO. DATE
PROPOSED 72" PVC SEWER 111 PROPOSED 72" PVC SEWER
III
160
END BOARDWALK 2 iol 33 +50.00 PROJECT NO.:
-Y2- 33+20.50
EL = 179.65 EL 179.15' H9001.00
VC 50'
150 SCALE: 1"=50'
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 5
i

E N SEMEG
MR�G' pG L
/a
,c
200
� � 1
180 (+)0.80007.
170
1
b'L X 3'W
- 1811 HDPE
md
EXISTING WATERSHE
-EASEMENT-
(Hm 1,971, PG 453
E
1M;-
t,.
L
-Y2 - PC Sto.38 +51.17
1
3N7 20l}7 88 ",BSI'
BUFF IMPACT B7
L 79 j; S PCN APPrr'
-Y2REV 3 - PRC Sta.44 +50.03
BUFFER IMPACT B6
SEE PCN APP.
ST AT ION EQUALIT Y
P . + 6.95 -8K _
PC Sta.42 +26.9 Al -F
-Y2REV 3 - PRC Sta.42 +96.02 \
CC INT MH (MH 17)
-Y2- STA. 43 + 71.21
OFFSET 47.92 RT
K _ RIM EL. 189.40
INVERT IN EL. 162.55 200
.95 AH P1 = 42 +45.00 INVERT OUT EL. 162.55 P1 = 44 +60.00
EL = 182.06' EL = 180.69'
1//'% _ zn• 1 it - Qnl EX MH
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,_
a (all �LL 3
U* V1
' Pl = 43 +35.00 EX MH OFFSET 7.24 LT
-Y2- STA. 43 + 84.94 RIM EL. 186.48 19 0 PRELIMINARY PLANS
EL_ OFFSET 6.11 LT INVERT IN EL. .
/8/025 RI EL 1 7.75 2 ®® NOT USE FOR CONSTRUCTION
0 INVERT OUT EL.2
C) VC 30' I INVERT OUT EL. 168.60 ASSUMMED)
(+)2.2 0-3 °° 1 ( +)1.3298%
( +)1.4000 °° 4 - +) .4�
180
_ III Pl = 45 +90.00 GI
- P1 = 43 +90.00 DATE. FEBRUARY 22, 2012
' Pl = 42 +90.00 III III _ � III
EL = 183.08' III III EL = 182.60' EL - 183.55 DRAWN BY: MET
_ VC - 50" III CHECKED BY: BRC
---- - - - - --
- - - - VC = 60' - III III VC _ 60' III I REVISIONS:
- �---------------------- - - - -�I 170
XISTING 42" PVC SEWER III EXISTING 42" PVC SEWER I NO. DATE
PROPOSED 72 PVC S EWER
PROPOSED 7 2 P V C SEWER ... PROPOSED 72 P V C SEWER
160 -------- - - - - -- 160
PROJECT NO..
H9001.00
150
34 +00 35 +00 36 +00 37 +00 38 +00 39 +00 40 +00 41 +00 42 +00
150 SCALE: 1 " =50'
43 +00 44 +00 45 +00 46 +00 47 +00 1 6

�X''
t
uj
W W
W
I" -
- Y2REV 3 - POT StG.56 +3/.53 BK - ,
•1' 04
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w; w SEF P j AP s
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O SPECIAL CUT DITCH Pl STA. 59 +5/.62
(Not to Scale) P/ STA. 50+52.07 P/ STA. 52+34.99 P/ STA. 54+96.13 z
Front p = 20° 23' 38.9" (LT) A = 560 21' 21.9" (RT) A = 400 0/' 10.7" (RT) A = 71* 40' 16.0" (RT)
Ditch g
Natural NA\ e < Slope
D = 140 l9' 26.2" D = 270 /7' 0/.3" D -
- 280 38' 52.4" D = 1140,35129.6"
Ground
d ° L = 142.38' L = 206.56' L = 139.69' L = 62.54' m
Min. D =1 Ft.
T = 71,95' T = 112.50' T = 72.83' T = 36.11 '
Type of Liner= PSPM Max d =1 Ft. R = 400.00' R = 210.00' R = 200.00' R = 50.00'
FROM STA. 54 +J5 -Y2 REV3-
TO STA. 56 +J5 -Y2-
� s �
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a
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LL "aa; W
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PRELIMINARY PLANS
I8 I8
II
®® NOT USE FOR CONSTRUCTION
Alt: rtt3KUAKY 11, 1U11
RAWN BY: MET
NECKED BY: BRC
EVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
SCALE: 1"=50'
7
LJ
-o
C
m
EQUATION:
,
END......... 10 APP SLAB
T H H 1
CC N M M 3
{ )
-Y2- STA. 5 + 21.......32
9
XM
E H
_ _
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OFFSET
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9 7
6.58 LT
T H 1
CC N M MH 6
{
_ - -
+ Y2REV 3
Pl 54 65.00
STA 56
+ 3/.53 BK
BEGIN BRIDGE
OFFSET 166..1 LT
.
Y2 TA 4 + 2
-Y2- 0. 5
1 RT
OFFSET 9 85
-
- / 4
EL 86.0 - -
_ Y T A
- , 2 S
�-
P/ /
53 6.00
56 20.00.. AH
-
Pl 7 4/ 4
5 . 6
RIM EL. 184.33
INVERT I EL 155.84
Nv N ..55.8
INVERT I
INVERT
Nv
EL.1 7.45
b
OUT EL. 16 .25
7
200
RI EL. 18 .15
M 9
Pl -
48 40.00
_
-
VC 100 =
El .........184.37
EL 184.9/ ,
INVERT OUT EL. 155.84
200
INVERT IN EL 162.4$
EL - l8 /.l5
INVERT TEL 162.48
NV OUT
EL
_ 18.3.35' ........................
CC I T H H 15
N M M
{ �
CC I T H H 14
N M M
{
- -Y2- STA. 54 + 2.14
- f
vc 00 47.57 IT
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M
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Y2 STA. 5b + 5 4
99
R/
END BRIDGE
r
BEGIN to APP SLAB........
VC
_ ,
_ 50
-Y2- STA. 52 +.........12.54
OFFSET 1 RT
7 05
.OFFSET
EX H RIM EL. 185. 1
M
INVERT......... IN El.. 155.8
-
Pl -
f
55 80.00
OFFSET 1 1 RT
O S 5. 3
RIM EL. 1 4.
8 80
o
e
P/ / 4
58 8. 6
RI EL. 1 4.2
M 8 9
(.......NVERT IN EL. 162.38
_ _ 9
Y2 STA. 52 +47.28
T EL. 1
OFFSET......... 15.2 LT INVERT OUT 155.89
9
_
EL _
,
/ 4 /4
8.
INVERT I L 1 2 12 F
NV R N E. 7 .92 M
INVERT IN EL. 172.05 6")
_
EL 184.........91
190
RT T E . 1
INVERT OUT L 62 38
RI EL. 18 .32
-
VC -
,
80
INVERT I EL. 16 .80 42 ,,
NV N 7
19 0
INYERT 1N ELlbg.30
INVERT OUT EL. 168.07
INVERT T EL. 1
NV OUT b7 65
O
-
2. 9 8 9 O
o
) I. 4 5 1 /
e
JO 87.
7 2/
0 (-)1.64757.
7 3
7 _
e
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a
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a
-
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0 0
Pl 47..40.00 ................
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36
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o _
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....18.0
I EL 185.55
Pl 49 25.00
I
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-
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EL ...�
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III
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III.......
....17.0
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III
II� ,, - - - -I- - --
EXISTING 42 ....PVC SEWER III
- -- -
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- W
+
Pl 59 20.00
I� II
17 0
--- - - - - -- --
� II
tJ�------------ - - - - --
III
W
42 RCP
- --
III
EXISTING REMAINS ON WEST T
EL 184.69"
.69
PROPOSED 72" , -PVC SEWER
III
-- -- .� III
- -�
PVC.. SEWER SIDE OF CRABTREE CK.
_
VC - 40
III
-------- - - - - --
-�
RO `- - --
P -
OS D
III
- -
160..
160
,
2 -
PV C SEWER R �I� Ilfi-
-
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;,
PROPOSED 72 PVC SEWER
PROPOSED 72 PVC SEWER
III
LE FT DITCH -----------------
C
150
150
0
47 +00 48 +00
49 +00
50 +00
51 +00 52 +00
53 +00 54 +00 55 +00
56 +00
57 +00
58 +00 59 +00
0
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PRELIMINARY PLANS
I8 I8
II
®® NOT USE FOR CONSTRUCTION
Alt: rtt3KUAKY 11, 1U11
RAWN BY: MET
NECKED BY: BRC
EVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
SCALE: 1"=50'
7
LJ

$00_
$00
_ 0(A
FW
ND WG7
LD -
ADDITIONAL CLEARING
APPROXIMATE 30' WIDE
69 +42.23
45.00 _
+10.00
;.00
1 200
190 Pi=
EL =
'V =
1 170
160 -
EL. 1
EX MH
-Y2- STA. 69 +43
OFFSET 16.54 RT
RIM EL. 181.91
INVERT IN EL. ?
INVERT OUT EL. ?
-Y2- STA. 69 +43.79
OFFSET 13.50 LT
RIM EL. 179.61
INVERT IN EL. 155.61
INVERT OUT EL. 155.61
EX N
-Y2-
RM.
INVE
INVE
Md---,
200
m
w
Q
a
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g
a
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19 0 I PRELIMINARY PLANS I
®® NOT USE FOR CONSTRUCTION
Annn % -- - )0.35767 �......... I 180
l +)0.l674 %
a
(- )1.48007.
P1 = 66 +25.00
P1 = 68 +15.00
V
t
w
II EL _ 178.67'
EL = 178.98'
IIMI
IN P1 =
a
P1 = 70 +60.00
P1 = 71+r
w
VC = 60'
EL
= 179.27'
EL = 177.79'
w
z
w
Z�
III VC
III
= 90'
VC = 90'
VC = /00
— — — — — — — —
— — — — — — — — — — — — — — — — —
J
°
U)
— — — — —
PROPOSED 72" PVC SEWER
III
g
PROPOSED 72" PVC
p
w
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®® NOT USE FOR CONSTRUCTION
Annn % -- - )0.35767 �......... I 180
l +)0.l674 %
a
(- )1.48007.
P1 = 66 +25.00
P1 = 68 +15.00
II EL _ 178.67'
EL = 178.98'
IIMI
IN P1 =
69 +60.00
P1 = 70 +60.00
P1 = 71+r
II VC = 80'
VC = 60'
EL
= 179.27'
EL = 177.79'
EL = 180
DUAL 32LF -36"
III
HDPE
III VC
III
= 90'
VC = 90'
VC = /00
— — — — — — — —
— — — — — — — — — — — — — — — — —
— — — — —
— — — — — —
— — — — — — — — —
— — — — —
III
PROPOSED 72" PVC SEWER
III
PROPOSED 72" PVC
SEWER
150 1
60 +00 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 67 +00 68 +00 69 +00 70 +00 71 +00 72 +00
III DAI t: rtt3KUAKY 11, 1U11
III DRAWN BY: MET
CHECKED BY: BRC
III REVISIONS:
170
III NO. DATE
160 PROJECT NO.:
-- H9001.00
150 SCALE: 1 " =50'
73 +00 8

1 200
E
CL
az
N
W uj
ui
elf
CL
4& >
Q QZ
LU
CL
INVERT OUT EL. 155.54 OFFSET
190
P1= 75 +05.00 /RNVERTL-1
180
0004
(+)1.1749;1. 7---7
(—)0..3576:1-
—Y2 —
(D
F/ ST A. 74+10.33
A = 8* 44" 40.6" (RT)
D = 7* 091 43.1"
L = 122.101
T = 61.171
R = 800.00/
F1 ST A. 75 -f 60.94
A = 61* 44" 43.1" (LT)
D = 38* //" 49.9"
L = 161.651
T = 89.681
R = 150.00/
F/ ST A. 76+82.04
A = 27* 361 13.0" (RT)
D = 28* 381 52.4"
L = 96.351
T = 49.131
R = 200000
----
-1312
F1 ST A. 78 +89,73
F1 STA. 79 +74020
F1 ST A. 84 +87.90
w
0�
A = 55* 221 23.2" (RT)
A
= 43 53" 43.8" (LT)
A
= 68* 161 37.9" (LT)
76+70.00 P1= 77+85.00 DUAL 44LF-24- HDPE
170
D = 57* 171 44.8"
D
= 57* 171 44.8"
D
= 9* 321 57.5"
Iii EL 179.18"
P1 75 +95.00
L = 96.641
T 52.471
R /00.00/
L
T
R
= 76.611
40.301
/00.00/
L
T
R
= 715.001
406.82'
600.001
NIF EIGH
c,Ty OF F�PG 37
)E3 5443�G 147?-
IM N 1�?j4t505547
III
VC = 50"
III
C,
160
III
1 200
E
CL
az
N
W uj
ui
elf
CL
4& >
Q QZ
LU
CL
INVERT OUT EL. 155.54 OFFSET
190
P1= 75 +05.00 /RNVERTL-1
180
0004
(+)1.1749;1. 7---7
(—)0..3576:1-
0
(D
V
A ok 1,
-1312
1"
—)0.75007.
u%
w
0�
III
P1 =
76+70.00 P1= 77+85.00 DUAL 44LF-24- HDPE
170
III P1= 74 +05.00
III
III EL
= 179.73' EL = 181.08"
Iii EL 179.18"
P1 75 +95.00
VC
= 80' VIC = 100"
III VC = 40'
EL = 182.08"
III
III
VC = 50"
III
C,
160
III
_III
Lu
N
III PROPOSED 72" PVC SEWER
u
III
ruj
oro-
LL
150 1
73+00 74+00 75+00 76+00 77+00 78+00 79+00
Fololliffell]
44021L.
;:�
--
/80./5/
l3wellel
P1 = 82+10.00
EL 179.38'
VC /00"
A (+)1.2972;1. sz7
v
(—)1.6400;l.
P1 = 83 +00.00
EL 180.55"
VC = 801
FoloNallel
10*1mollel
200
Lu
Lu
U
Lu
� z
Lu
ca Lu
Lu
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w
- i
C
D LLY w W
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'/ = 83 +90.00 190 PRELIMINARY PLANS
I= 179.07' DO NOT USE FOR CONSTRUCTION
C = /00"
O
-x - 7 +)2.2000;l. 180 -1 DATE: FEBRUARY 22, 2012
17 IDRAWN BY: MET
CHECKED BY: BRC
P1 = 85 +00.00 170 REVISIONS:
EL 179.40' NO. DATE
VC = 401
160 1
PROJECT NO.:
H9001.00
150 SCALE: 1"=50'
84+00 85+00 86+00 9
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C = /00"
O
-x - 7 +)2.2000;l. 180 -1 DATE: FEBRUARY 22, 2012
17 IDRAWN BY: MET
CHECKED BY: BRC
P1 = 85 +00.00 170 REVISIONS:
EL 179.40' NO. DATE
VC = 401
160 1
PROJECT NO.:
H9001.00
150 SCALE: 1"=50'
84+00 85+00 86+00 9

0L
DETAIL 2 _y2_ NOTE:
STANDARD 'V' DITCH
( " ° "° 5ca1e) P/ STA, 91+41.75 P/ STA. 93 +0/058 P/ STA, 94 +05,31 o
Natural Natural 0 = 6'311 26,0" (RT) 0 = 4° 52' 19.1" (RT) 0 = 19° 46' 46 °1" (LT)
Ground 3., , A Ground D = 14° 19' 26,2" D = 7° 09-43.1" D = 14° 19' 26,2"
001 d L = 45.55' L = 68.03' L = 138,09' o EQUAT IONe
DITCH 2 Min. d= ' Ft.
T = 22.80' T = 34003' T = 69.74' PC StG 96 +24,81 BK =
DISCHARGES INTO EXISTING WETLANDS 00! \
Type of Liner= JUTE NET Max. d= 0.5 Ft. R = 400,00' R = 8OOo0O' R = 400000' IPC StG 96 +25.62 AH
FROM STA. 89 + 55 TO STA. 90 + 40 RT
RATIONAL COEFFICIENT C = 0.40/ Pl STA. 96 +87.89 Pl STA. 97+90.97 P/ STA. 99 +07.95
RAINFALL INTENSITY I = 7.22 IN /HR �. A = 17° 4/' 45.2" (RT) 0 = 11 ° 56' 01.7" (LT) A = 21° 22' 12.7" (RT) o
CATCHMENT AREA A = 0..235 AC 00 D = 14° 19' 26.2" D = 14° 19' 2602" D = 14° 19' 26,2" °
FLOW 0 = 0.68 CFS o L = 123.54' L = 83031' L = 149.19'
LENGTH = 85 LF 0, T = 62.27' T = 41°81' T = 75.47'
_ MAX SLOPE = .008%
MIN SLOPE = I.40% R = 400.00' R = 400.00' R = 400.00'
OUTLET VELOCITY = 2.25 FPS
-Y2 - PT StG.91 +64050 -Y2 - PC StG.92 +67.55
-Y2 - P .9/ +18,95 Soo oo�
-Y2- PT StG.94 +73,66
0) _ -Y2 - PT StGo87 +96.08 CD goo
50q -Y - PRC StG.93 +35.57 OOL
w DITCH DEL N�o
/,V 300
o FW
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0 - LIMN
Ofl
4!j ko - P of aRo eENF r
1 200
1 190
1 170
1 160
150 �
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160116=1181
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81
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-Y2- PRC StGo97 +49.16
-Y2- PRC StG.98 +32.47
BOUND 1 -440 OUTER US -64 RAMP TO I -440 OUTER
7 = 94 +50.00
L = 181.82'
C - 200
f CLEARANCE
200
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( +)0.5019% ( +)0 019%
° -)2.o6r4i
- - - - -- - - - - -- _ 180
-- �i ♦ e
18" HDPE
EL = 182.87'
EaVATIONo
StG 96 +2408/ BK = vc = 60'
DAI L: rtt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
170 REVISIONS:
NO. DATE
160 PROJECT NO.:
H9001.00
150 SCALE: 1 " =50'
94 +00 95 +00 96 +00 97 +00 98 +00 99 +00 1 10
(n
v
LU
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19 0 I PRELIMINARY PLANS I
®° NOT USE FOR CONSTRUCTION
( +)0.5019% ( +)0 019%
° -)2.o6r4i
- - - - -- - - - - -- _ 180
-- �i ♦ e
18" HDPE
EL = 182.87'
EaVATIONo
StG 96 +2408/ BK = vc = 60'
DAI L: rtt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
170 REVISIONS:
NO. DATE
160 PROJECT NO.:
H9001.00
150 SCALE: 1 " =50'
94 +00 95 +00 96 +00 97 +00 98 +00 99 +00 1 10

0
0
0
0
0
00,
FW FW
FW
P306
N/F
—Y2 — PRC StG.111 +94,47
—Y2— PRC StG.111 +03.28
' —Y2 — PRC StG.105 +34.85
ti
STREAM IMPACTS
V
-Y2-
a
Pl STA, 99 +07.95
P1 STA. /00 +32.77
Pl STA. 104 +51.66
BUFFER IMPACT B14
STREAM S G 5
D — 21* 22' 12,7" (RT)
A
= 14° 33' 42.5" (LT)
A
= //* 57' 30,6' (RT )
LD
PERMANENT IMPACTS = 0 LF
D = 14 °19'26.2"
D
= 14 °19'26,2"
D
= 7 °09'43J"
TEMPORARY IMPACTS = 40 LF
L = 149,19'
L
= 101.66'
L
= 166.97'
o
�� - _ - DISTURBANCE
T = 75.47'
T
= 5 /.///
T
= 83,79'
N
R = 400,00'
R
= 400.00'
R
= 800.00'
\
P1 STA. 107+23.59
Pl STA.
109 +98.11
P1 STA. 111+49.68
iU
0
�
0 = 50° 31' 2/.4" (LT)
0 =
30° 53' 57.8" (RT)
0 =
26° 07' 32.5" (LT)
D = 14° 19' 26.2"
D =
14° 19' 26.2"
D =
28° 38' 52.4"
L
Oo�
L = 352.71'
L =
215.72'
L =
91.20 '
3
T = 188.75'
T =
110.55'
T =
46.40'
R = 400,00'
R =
400.00'
R =
200.00'
� I
O
M
WETLAND WG5
ON
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+
w
0
0
0
0
0
00,
FW FW
FW
P306
N/F
—Y2 — PRC StG.111 +94,47
—Y2— PRC StG.111 +03.28
+ FIND 10' APP SALB - CITY OF RALEIGH
ui _
DB 2050 PG 155 —Y2 — PRC StG.l08 +87.56 — —
BEGIN BO ALK < , (� BY 2007 PG 72
Lu -Y2- STA. 100 +35.00 END BOAR WALK PIN 17248/6908
(� BEGI 10' PP SLAB
-Y2 STA 1 1 + 45 00 —Y2— PC StG 103 +67 87 — —
W Q D
' —Y2 — PRC StG.105 +34.85
ti
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BUFFER IMPACT B14
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Lu
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DB 2050 PG 155 —Y2 — PRC StG.l08 +87.56 — —
BEGIN BO ALK < , (� BY 2007 PG 72
Lu -Y2- STA. 100 +35.00 END BOAR WALK PIN 17248/6908
(� BEGI 10' PP SLAB
-Y2 STA 1 1 + 45 00 —Y2— PC StG 103 +67 87 — —
W Q D
' —Y2 — PRC StG.105 +34.85
ti
BUFFER IMPACT B14
F``. F
534 SEE," SEE' PCN APP.
Q
� x
x •
�••
LD
x x
_ LIMITS OF
F
—
�� - _ - DISTURBANCE
- 31U rcrvtc
533
v
1 200
190 BEG
—Y2
EL. _
170 P/ _
EL =
VC =
1 160
150 �
99 +00
III I�IIiI m re�il swoI►�il� ixIIll
BZ
- - - - - -, 005
(+)0.46j9;1,-=—
r -.
P1 = 107 +50.00
EL = 176.70'
'/ = 109+(
'L = 175..
C = /00'
1
(+)0.4000;1. =-4—)0.6445
ri = /iu rtlqV c,
EL = 175.85'
Q III � 1=1 1111 ---w mylymrill l -- --� �I]—1 �IIIII� lIX
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19 0 I PRELIMINARY PLANS I
®® NOT USE FOR CONSTRUCTION
DAI L: rtt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
170
NO. DATE
160 PROJECT NO.:
H9001.00
150 SCALE: 1 " =50'
112 +00

STREAM IMPACTS
STREAM SG4
PERMANENT IMPACTS = 0 LF
TEMPORARY IMPACTS = 36 LF
-Y2 - PT StG.112 +90.09
BUFFER IMPACT B15
SEE PCN APP. N 11
N
1 200
1 190
170 I
P/ _ 112 +4
EL /74. �
160 VC = /00'
150 �
ii2 +oo
O
-Y2 - PRC StG.115 +25.86
7�\:
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-Y2 - PT StG.116 +18.45
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W
W
N
U o0
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PC 0tG.Il7 94.19 _ _ Y2 PT StG.l23 +42.73 Y2 PC StG.l24 +66.27 z
FW t)FFER fMPACT B17 O
-SEE- -PCN APP. 10' PRO
POSED
-! X - - ASPHALT TRAIL
X ,
• • BUFFER IMPACT 1319 -.
v.
• .SILT FENCE ,;� °,� t., - ,b, ;
• • . • ,. • OUTLET (TYP) r Bz 1
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104 T
100 -'
B u 0 ' PR POSED sl ENCE
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113 +00 114 +00
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1 DB /30 PG ,1725 ,
i ! M 200 G /421,
�O
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200
m
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W
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P1 116 +92.30 19 0 PRELIMINARY PLANS
!, ®® NOT USE FOR CONSTRUCTION
EL 180.86' P1= 123 +45.00
� - Pr = 118 +60.00 Pl = 121+65.00
o o VC = 140 EL = 177.76
°o, °o, EL = 176.17' EL = 176.57' VC = 40' Ln
VC = /00' VC = 80'
�- ( +)27923X - )27923% co 180
0
— 6200 °° (— I DATE: FEBRUARY 22, 2012
23/ ( +10.9700/ 10.3/88/ (]0.3/88/ ( +)2• 10.2608/ �.
DRAWN BY: MET
((-)0.9000;/. -J .2608 � � CHECKED BY: BRC
/ P1 = 119 +65.94 Pr = 122 +45.00 REVISIONS:
EL 178.66' P1 = 124 +65.00 170 NO. DATE
EL = 177.20' VC = 80
EL = ..177.45'
VC - l00' VC - /00'
160 PROJECT NO.:
H9001.00
150 SCALE: 1 " =50'
116 +00 117 +00 118 +00 119 +00 120 +00 121 +00 122 +00 123 +00 124 +00 125 +00 12
O
Z
W
W
1-4 0
U
<
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I
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PC 0tG.Il7 94.19 _ _ Y2 PT StG.l23 +42.73 Y2 PC StG.l24 +66.27 z
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-SEE- -PCN APP. 10' PRO
POSED
-! X - - ASPHALT TRAIL
X ,
• • BUFFER IMPACT 1319 -.
v.
• .SILT FENCE ,;� °,� t., - ,b, ;
• • . • ,. • OUTLET (TYP) r Bz 1
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104 T
100 -'
B u 0 ' PR POSED sl ENCE
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115 +00
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P1 116 +92.30 19 0 PRELIMINARY PLANS
!, ®® NOT USE FOR CONSTRUCTION
EL 180.86' P1= 123 +45.00
� - Pr = 118 +60.00 Pl = 121+65.00
o o VC = 140 EL = 177.76
°o, °o, EL = 176.17' EL = 176.57' VC = 40' Ln
VC = /00' VC = 80'
�- ( +)27923X - )27923% co 180
0
— 6200 °° (— I DATE: FEBRUARY 22, 2012
23/ ( +10.9700/ 10.3/88/ (]0.3/88/ ( +)2• 10.2608/ �.
DRAWN BY: MET
((-)0.9000;/. -J .2608 � � CHECKED BY: BRC
/ P1 = 119 +65.94 Pr = 122 +45.00 REVISIONS:
EL 178.66' P1 = 124 +65.00 170 NO. DATE
EL = 177.20' VC = 80
EL = ..177.45'
VC - l00' VC - /00'
160 PROJECT NO.:
H9001.00
150 SCALE: 1 " =50'
116 +00 117 +00 118 +00 119 +00 120 +00 121 +00 122 +00 123 +00 124 +00 125 +00 12

1 200
190
170
160
36LF -1
150 �
125 +00
Fl
126 +00 127 +00 128 +00 129 +00 130 +00
d�
�o
W, mil— aw =-
COMBINATION
FENCE (TYP)
TEMP. S1
-Y2REV l -
-Y2
-
0 =
9° 24' 07.9" (RT)
0 =
Pl STA. 125 +12.74
Pl STA. 127 +37.93
Pl STA. 128 +96.12
P1 STA. 129 +90.69
0 =
l3° l5' 05.9" (LT)
0 =
61* 41' 08.1" (RT)
0 =
16° 19' 44.3" (LT)
0 =
14° 33' 02.8" (RT )
D =
l4° 19' 26.2"
D =
19° 05' 54.9"
D =
57° 17' 44.8"
D =
28° 38' 52.4"
L =
92.51'
L =
322.98'
L =
28.50'
L =
50.79'
T =
46.46'
T =
179.14'
T =
14.35'
T =
25.53'
R =
400.00'
R =
300.00'
R =
100.00'
R =
200.00'
W, mil— aw =-
COMBINATION
FENCE (TYP)
TEMP. S1
STREAM IMPACTS
STREAM SG2
PERMANENT IMPACTS (USACE) = 12 LF
PERMANENT IMPACTS (NCDENR) = 20 LF
TEMPORARY IMPACTS = 0 LF
,STREAM SG2 EST 5 TONS CLASS B RIP RAP
'EST 14 SY FILTER FABRIC
JTATION BAG $'L X 4'W _
SEE SHEET ;2D
1
131 +00
132 +00
005
WG PERMANENT.' WETLAND
MPAtsT = .02(71 AC
F �
O
\ o
F / Xl�-9
I\O �
p
pp�
ci
F. F
F' F
EST 5 TONS
EST 14 SY F
8'L
100
100
\ 00S
1O
O
1
0
0
Ln
200
-Y2REV l -
Pl STA. l3/ +20.35
Pl STA. 132 +12.38
0 =
9° 24' 07.9" (RT)
0 =
16° 5/' 43.9" (LT )
D =
14° 19' 26.2"
D =
14° 19' 26.2"
L =
65.64'
L =
117.72'
T =
32.89'
T =
59.29'
R =
400.00'
R =
400.00'
STREAM IMPACTS
STREAM SG2
PERMANENT IMPACTS (USACE) = 12 LF
PERMANENT IMPACTS (NCDENR) = 20 LF
TEMPORARY IMPACTS = 0 LF
,STREAM SG2 EST 5 TONS CLASS B RIP RAP
'EST 14 SY FILTER FABRIC
JTATION BAG $'L X 4'W _
SEE SHEET ;2D
1
131 +00
132 +00
005
WG PERMANENT.' WETLAND
MPAtsT = .02(71 AC
F �
O
\ o
F / Xl�-9
I\O �
p
pp�
ci
F. F
F' F
EST 5 TONS
EST 14 SY F
8'L
100
100
\ 00S
1O
O
1
0
0
Ln
200
m
W
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a
w
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a
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Pl = 132 +70.00 190 P R E]LIMINARY PLANS
®® NOT USE FOR CONSTRUCTION
EL = 174.95`
VC = 50'
( +)1.36001 -) .6337
A V
. v
= 133 +45.00
175.97'
and
- )0.63377- n (+)0.1700,Y.
P1 = 1,35+35.00 1
EL 174.77'
ifr, = inns
E�c�iI� fe-noll(
wifflIX
DAI t: rtt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
170 REVISIONS:
NO. DATE
160 PROJECT NO.:
H9001.00
150 SCALE: 1 " =50'
138 +00 1 13
V
Lu W
a
W
W
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W
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Pl = 132 +70.00 190 P R E]LIMINARY PLANS
®® NOT USE FOR CONSTRUCTION
EL = 174.95`
VC = 50'
( +)1.36001 -) .6337
A V
. v
= 133 +45.00
175.97'
and
- )0.63377- n (+)0.1700,Y.
P1 = 1,35+35.00 1
EL 174.77'
ifr, = inns
E�c�iI� fe-noll(
wifflIX
DAI t: rtt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
170 REVISIONS:
NO. DATE
160 PROJECT NO.:
H9001.00
150 SCALE: 1 " =50'
138 +00 1 13

M
w�
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P1 STA. 1,39 +35.94 Pl STA. 143 +35.42 P1 STA. 147 +34.03 P1 STA. 149 +75.04 FW
0 = 4° 12' 45.0" (LT) 0 = 8° 39' 39.0" (LT) A = 38° 25' 01.4" (RT) A = 48° l3' 53.8" (LT)
n = f)° c� it L� � D = 9° .3 ,9' 57_.5" D = 47° 44' 47.3" D = 57° 17' 44.8"
00�' ,cam
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FW
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170 (— )0.45007.
1 160
1 150
140 1
138 +00 139 +00 140 +00
+10.5 /00 /�(
P1 = 146
EL = /7�
VC = /0
141 +00 142 +00 143 +00 144 +00 145 +00 146 +00 147 +00
/ = 148 +20.00 190
L = 174.56'
= Inns
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®® NOT USE FOR CONSTRUCTION
(- )U.5SVUz - - --- I%% —_ -- 170
36LF -30" HDPE DATE: FEBRUARY 22, 2012
DRAWN BY: MET
CHECKED BY: BRC
160 REVISIONS:
NO. DATE
150 PROJECT NO.:
H9001.00
140 SCALE: 1 " =50'
148 +00 149 +00 150 +00 151 +00 1 14
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= Inns
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180 I PRELIMINARY PLANS
®® NOT USE FOR CONSTRUCTION
(- )U.5SVUz - - --- I%% —_ -- 170
36LF -30" HDPE DATE: FEBRUARY 22, 2012
DRAWN BY: MET
CHECKED BY: BRC
160 REVISIONS:
NO. DATE
150 PROJECT NO.:
H9001.00
140 SCALE: 1 " =50'
148 +00 149 +00 150 +00 151 +00 1 14
�
J
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W
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L = 174.56'
= Inns
m
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180 I PRELIMINARY PLANS
®® NOT USE FOR CONSTRUCTION
(- )U.5SVUz - - --- I%% —_ -- 170
36LF -30" HDPE DATE: FEBRUARY 22, 2012
DRAWN BY: MET
CHECKED BY: BRC
160 REVISIONS:
NO. DATE
150 PROJECT NO.:
H9001.00
140 SCALE: 1 " =50'
148 +00 149 +00 150 +00 151 +00 1 14

—Y2REV l —
00
S
200
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PRELIMINARY PLANS END l 0 r A PP SL A B BEGIN l0 , APP SLAB ®O NOT USE FOR CONSTRUCTION
BEGIN 0 AR
A K Y Vl . ! +
• E
t
178.75"
— +
+ Pl l6/ 80.00
Y2REV l ST A. 152 05.00 EL. 176.65.........
— VC = 50
174 2 /
EL. .2
0
EL = 174.85
+
. .5500
VC 150
+ .500 —
0/
105
4
00 / .4
180 +)2. � 0 180
( r- O o
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0
, 8
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5
�, / / 0 �+)6 0� DATE. FEBRUARY 22 2012
6-3857.
3.
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0 Pl 1 �.
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0 55 95.00 2222 +
+ 2.0 �- Pl 158 90.00
)
( —
P 60 20.00
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_
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r
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2222.,
kI 2222. _ /
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181.25" l0 F -�
EL M
L !82.87 � �.
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REVISIONS.
— LOCATION
EL 18/.89
4 + L A N
Pl 154 /5.00 .................
r
=
170 t � (+)1.63E5-1. - _ k��44LF-30" 170
0.3500/
VC 100 .................
APPROXIMATE / NO. DATE
,� VC oo ,
HDPE
r -
- VC - !00
/7
E� 7.65
— 4 F- 0 HD PE
+ 8L 3 H E
Pl l5/ 55.00
r -
EL 73.39
VC 60
VC = lOo
160 160
PROJECT NO..
H9001.00
150 150
SCALE: 1"=50'
151 +00 152 +00 153 +00 154 +00 155 +00 156 +00 157 +00 158 +00 159 +00 160 +00 161 +00 162 +00 163 +00 164 +00 1 15
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PRELIMINARY PLANS END l 0 r A PP SL A B BEGIN l0 , APP SLAB ®O NOT USE FOR CONSTRUCTION
BEGIN 0 AR
A K Y Vl . ! +
• E
t
178.75"
— +
+ Pl l6/ 80.00
Y2REV l ST A. 152 05.00 EL. 176.65.........
— VC = 50
174 2 /
EL. .2
0
EL = 174.85
+
. .5500
VC 150
+ .500 —
0/
105
4
00 / .4
180 +)2. � 0 180
( r- O o
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0
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1
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t
5
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6-3857.
3.
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0 Pl 1 �.
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0 55 95.00 2222 +
+ 2.0 �- Pl 158 90.00
)
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r
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kI 2222. _ /
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REVISIONS.
— LOCATION
EL 18/.89
4 + L A N
Pl 154 /5.00 .................
r
=
170 t � (+)1.63E5-1. - _ k��44LF-30" 170
0.3500/
VC 100 .................
APPROXIMATE / NO. DATE
,� VC oo ,
HDPE
r -
- VC - !00
/7
E� 7.65
— 4 F- 0 HD PE
+ 8L 3 H E
Pl l5/ 55.00
r -
EL 73.39
VC 60
VC = lOo
160 160
PROJECT NO..
H9001.00
150 150
SCALE: 1"=50'
151 +00 152 +00 153 +00 154 +00 155 +00 156 +00 157 +00 158 +00 159 +00 160 +00 161 +00 162 +00 163 +00 164 +00 1 15

PIN 1733371744
all
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1 190
1 170
1 160
150 1
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EL = 174.10'
\ �f ©off vc loo'
P1 = 171 +25.00 (+)0.4000;1.
EL = 181.91' +)0.4000%
EL = 17
171 +00 172 +00 173 +00 174 +00
175 +00 176 +00
(nn H
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1 180
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170 REVISIONS:
NO. DATE
160 PROJECT NO.:
H9001.00
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f
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EL
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+ 50.OD
Pr r +
83 ...90.00
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60
_
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8
END l0 APP SLAB
BEGIN ..BOARDWALK
EL _
f
183.0/
"
EL 184,0/
EL
f
182.8/
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p1
— Y2REVl— STA. 182 +80.00
Pl =
183 +60.00
P1 = 184 +10.00
O
EL = 179.34'
EL
= 183.41'
EL = 184.01'
Ln
150
z
Pl
_ 183 +70.00
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140 1
177+00 ins +oo
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VC = 90'
END BOAR2
BEGIN l0' �
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EL = 171.61'
Etf'�iItj
.- 7:
S.
EL = 168.63'
17 -11" MIN f
CLEARANCE VC = 40 �
Et:lgaiItj
( +)0.1200%
Pl 188 +45
EL 169.67'
VC 20'
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Pl — 189 +35.00
CHECKED BY. BRC
EL = 172.42 REVISIONS:
160
vn _ cnf NO. DATE
150 PROJECT NO.:
H9001.00
140 SCALE: 1 " =50'
189 +00 190 +00 17
190
Pl =
188 +80.00
EL
= 169.56'
VC
= 50'
1 0
Y PLANS
PRELIMINARY
I8 I8
®O NOT USE FOR CONSTRUCTION
°
- - --
- - --
O
O
000
(— )0.401//
+)5•
170
DAI L: I- tbKUAKY ZZ, ZU11
DRAWN BY: MET
Pl — 189 +35.00
CHECKED BY. BRC
EL = 172.42 REVISIONS:
160
vn _ cnf NO. DATE
150 PROJECT NO.:
H9001.00
140 SCALE: 1 " =50'
189 +00 190 +00 17

�BY-PASS
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190
170
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SEEP APP.
�
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DB 43/5. PG 28 -Y2REV EG
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OF EN �`, A !� (� Oj PIN 1733468660 � Y
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\ P3 3 , O
9
o END BOARDWALK
BEGIN BOARDWALK PLATFORM '
Y2REV2 PAC Sta.2 +8/.42
� O
Y2 REV- STA 193+11.47 NSF - t I8
4.Y
SUNOCO %
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RECYCLING. IN
— Y2REV) — Pl Sta.193 +19,59
`;_ \ DB 13005. PG 103
W� P,, ,E WETLAND- `�5:.
t
M 2004 PG 1754 ?
F
i��� b n E P
IN 1733369456
IMPACTS
P B32�
,
�
VVGI TEMP
BOARDWALK PLATFORM
. A
16 FT X 16 FTC IMPACT r, \�� — o
°c
O
/
150
190 +00 191 +00 192 +00 193 +00 194 +00 195 +00 196 +00
000 /.
(— )3.000%
r— (- )4.000%
ttf b.J y /-'/ = I JI -f5Fb.5;
.41' EL = 180.21'
V+06.59 P1= 197 +66
81.21' EL = 179.41'
/'
EGIN 10' APP SLAB
Y2REV I - ST A.198 +F
L = 174.41'
rl = lyy�lv.vv
EL = 172.24'
VC = 40'
STATION EQUATION EQUATION
— Y2REV!- STA.198 +78.20 BK =
197 +00 198 +00 199 +00 200 +00
EL = 169.03'
(-)1,25007. .
aimaiIX
—Y2REV 2 —
Pl STA. 199 +19.14
Pl STA. 200+95.82 Pl STA. 202+90.73
Pl STA. 204 +81.66
0 =
31* 09' 32.2"
(RT) A =
53° 14-'13.0" (LT) 0 = 84° 39' 40.3" (LT)
0 =
34° 09' 58J" (RT )
w
D =
57° 17' 44.8"
D =
28° 38' 52.4" D = 47° 44' 47.3"
D =
14° 19' 26.2"
L =
54.38'
L =
185.83' L = 177,31'
L =
238.52'
T =
27,88'
T =
100.23' T = 109.31'
T =
122.93'
g
R =
100,00'
R =
200.00' R = 120,00'
R =
400.00'
BOARDWALK PLATFORM END BOARDWALK PLATFORM-
16 FT X 16 FT BEGIN BOARDWALK _
-
sARRER W�
�
— Y2REV 1— - Pl Sta.196 +78.43
- - _ Y2REVT= STA 196 + 59-59 =r
=
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BEGIN BOARDWALK PLATFORM '
Y2REV2 PAC Sta.2 +8/.42
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4.Y
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`;_ \ DB 13005. PG 103
W� P,, ,E WETLAND- `�5:.
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F
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IN 1733369456
IMPACTS
P B32�
,
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VVGI TEMP
BOARDWALK PLATFORM
. A
16 FT X 16 FTC IMPACT r, \�� — o
°c
O
/
150
190 +00 191 +00 192 +00 193 +00 194 +00 195 +00 196 +00
000 /.
(— )3.000%
r— (- )4.000%
ttf b.J y /-'/ = I JI -f5Fb.5;
.41' EL = 180.21'
V+06.59 P1= 197 +66
81.21' EL = 179.41'
/'
EGIN 10' APP SLAB
Y2REV I - ST A.198 +F
L = 174.41'
rl = lyy�lv.vv
EL = 172.24'
VC = 40'
STATION EQUATION EQUATION
— Y2REV!- STA.198 +78.20 BK =
197 +00 198 +00 199 +00 200 +00
EL = 169.03'
(-)1,25007. .
aimaiIX
m
w
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a
w
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a
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19 0 I PRELIMINARY PLANS I
®® NOT USE FOR CONSTRUCTION
EL = 168.28' d 180
DAI L: Ftt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
170 REVISIONS:
NO. DATE
20LF -18" HDPE 160
F/ 202 +4
PROJECT NO.:
=
EL = 168.52 H9001.00
VC = 40'
150 SCALE: 1 " =50'
202 +00 203 +00 18
CD
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19 0 I PRELIMINARY PLANS I
®® NOT USE FOR CONSTRUCTION
EL = 168.28' d 180
DAI L: Ftt3KUAKY ZZ, ZU1Z
DRAWN BY: MET
CHECKED BY: BRC
170 REVISIONS:
NO. DATE
20LF -18" HDPE 160
F/ 202 +4
PROJECT NO.:
=
EL = 168.52 H9001.00
VC = 40'
150 SCALE: 1 " =50'
202 +00 203 +00 18

Lu
a h o
L99
u >
LEIGH'
c\j
0
c\j
A"IM4p
210
200
190
202-
180 L = 167.
C = 50"
170
160
q1XIMSIX
Lu
ui
U
Lu
� z
Lu
ca Lu
Lu
U (D
E
u ii
z 0 ci
'm C*
vi
210 1
200 PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
190
DATE: FEBRUARY 22, 2012
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS.
180 NO. DATE
170
PROJECT NO.:
H9001.00
160 SCALE: 19 1"=50'
r.
Lu
Lu
Vu
z
C)
Lu
Lu
a h o
L99
u >
LEIGH'
c\j
0
c\j
A"IM4p
210
200
190
202-
180 L = 167.
C = 50"
170
160
q1XIMSIX
Lu
ui
U
Lu
� z
Lu
ca Lu
Lu
U (D
E
u ii
z 0 ci
'm C*
vi
210 1
200 PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
190
DATE: FEBRUARY 22, 2012
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS.
180 NO. DATE
170
PROJECT NO.:
H9001.00
160 SCALE: 19 1"=50'