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GREENWAY TRAIL
DURHAM, NORTH CAROLINA
STEWART PROJECT NO. H1000loOO
SIMPLIFIED LA ( 1 SITE PLAN SUBMITTAL
SEPTEMBER 29, 2011
RE U MITAL JANUARY X. 2012
INDEX OF SHEETS
C000 COVER SHEET
C001 SYMBOLOGY SHEET
C100 OVERALL EXISTING CONDITIONS
C101 -C105 EXISTING CONDITIONS
C200- C206 TYPICAL SECTIONS &DETAILS
C301 -C305 DETAILED SITE PLAN
C501 -0505 DETAILED GRADING PLAN
C601 -C605 EROSION CONTROL PLAN
C701 -C705 SIGNAL, SIGNAGE, AND PAVEMENT
MARKING PLAN
C801 -C805 EASEMENT PLAN
C900 -C905 SITE DETAILS
GENERAL CONDITIONS FOR SITE PLAN APPROVAL
1. For sites containing floodplain: All development within the floodway or non - encroachment area or floodway fringe and non - encroachment area
fringe, including fill, new construction, substantial improvements, manufactured housing, storage of materials and storage of toxic or flammable
substances, is prohibited except as provided by applicable Flood Hazard Regulations of UDO Section 3.22 and 8.4.
Floodplain elevation(s)
Floodplain zone: Z and X
FEMA map number 3720082200J, 3720082300J
FEMA map date: MAY 02, 2006
2. Stream buffers: foot wide undisturbed stream buffer, measured from top of bank, each side of stream. No clearing or grading other than selective
thinning and ordinary maintenance of existing vegetation permitted, except in accordance with 15A NCAC 02B.233 (6) Vegetation Management. No
structures or features requiring grading or construction may be built within the 10 foot stream buffer setback. Any use allowed by Section 8.5.5 of
the UDO shall be designed and constructed to minimize the amount of intrusion into the stream buffer and to minimize clearing, grading, erosion and
water quality degradation. (UDO Section 8.5.5 B, C and E).
3. For sites containing wetlands: State and federal permit authorization may be required from the NC DENR, NC DWQ, and the U.S. Army Corps of
Engineers prior to the commencement of any land disturbing activities in or near a lake, stream, creek, tributary, or any unnamed body of water and
its adjacent wetlands (UDO Section 8.9.2)
4. Wetland buffer note: ----- foot wide wetland buffer to remain in natural, undisturbed vegetation. Wetland buffers may be used for passive
recreational activities, such as walking and bicycling trails, provided that service facilities for such activities, including but not limited to
parking, picnicking and sanitary facilities, are located outside of the wetland buffer. Any use allowed by this section shall be designed and
constructed to minimize the amount of intrusion into the wetland buffer and to minimize clearing, grading, erosion and water quality degradation.
(UDO Sections 8.9.4 and 8.9.5)
5. For projects with Greenways:
On Site Plans: Greenway plat shall be recorded, showing metes and bounds for the greenway, and evidence of recordation with Book and Page number
provided to the Parks and Recreation Department, at time of first final plat approval or prior to issuance of a building permit, whichever comes
first.
6. Sidewalk note where there is to be sidewalk construction within ROW as follows: See Public Works Standard Notes, below.
7. Landscaping /C.O. Standards Note: All landscaping must be in place prior to request for a Certificate of Compliance. Contact Durham City County
Planning Department Site Inspection staff for inspection.
8. Landscape Re- inspection Fee: Each landscaping compliance inspection after the initial inspection will incur a re- inspection fee, starting at $100
+ 4% technology surcharge. Each subsequent re- inspection will increase by $100 +4% (example 1" -$104, 2 "d- $208, 3' -- $312, etc). Payment must be
received by the Durham City County Planning Department prior to re- inspection.
9. Construction in Preserved Tree Coverage Areas (UDO Section 8.3.1 D.5):
a. Preserved tree coverage areas ahall not be used for active recreational purposes, except for walking paths and foot trails constructed with
minimal disturbance of tree roots and existing vegetation provided a registered arborist has certified that the construction of the trail has been
designed to minimize impact to the existing trees. No tree over 10 inches shall be removed for the construction of trails. Site plan approval is
required for construction of trails in preserved tree coverage areas.
b. All buildings shall be set back at least 10 feet from the edge of any preserved tree coverage area.
c. Utility lines and drainage channels shall be minimized within the root protection zones of the trees to be saved. Preferably, such facilities
should be located adjacent to driveways and in groupings allowed by sound engineering practices.
10. Tree Protection Note (UDO Sec. 8.3.2E): Tree protection fencing must be in place prior to any demolition, land disturbance, or issuance of a
grading permit and shall include warning signs posted in both English and Spanish, as follows: "No Trespassing /Tree Protection Area /Prohibido Entrar
/ Zona Protectora Para los Arboles.51
11. Root Protection Zone (UDO Sec. 8.3.2): Equals one foot of radius for every inch of diameter of existing trees, or six foot radius, whichever is
greater. No disturbance allowed within this area. Area must be protected with both tree protection fencing and warning signs.
12. Protection of existing vegetation (UDO Sec. 8.3.2D) : At the start of grading involving the lowering of existing grade around a tree or
stripping of topsoil, a clean, sharp, vertical cut shall be made at the edge of the tree save area prior to or at the same time as silt fence and
other erosion control measures are installed. The tree protection fencing shall be installed on the side of the cut farthest away from the tree trunk
and shall remain in place until all construction in the vicinity of the trees is complete. No storage of materials, fill, or equipment and no
trespassing shall be allowed within the boundary of the protected area.
13. For County Soil and Erosion Control:
a) A sedimentation and erosion control plan must be submitted and aproved prior to the issuance of a land- disturbance permit.
b) If an offiste soild spoil or borrow site is utilized, then the disturbed area for the spoil /borrow site must be included in the land- disturbance
plan and permit unless the spoil /borrow site already has a land- disturbance permit.
14. Erosion Control Plans approval by Durham cunty Engineering S &E Division is required.
15. Tree Protection Fencing and Installation Certification is required prior to the issuance of a Land - Distrubing Permit.
16. The location of the sidewalk shown on this plan is schematic. A City of Durham and /or NCDOT encroachment permit is required prior to any
construction. After obtaining the required permits, please contact the City of Durham Engineering Construction Inspection office at 560 -4326 for a
pre- construction conference and field visit prior to any work on the proposed sidewalk.
17. By referencing roadway improvements on the plan, the applicant agrees to construct said improvements prior to the issuance of any certificate of
occupancy in a manner that will allow them to function as noted on the plan and in accordance with NCDOT and City of Durham standards and policies.
This includes (where appropriate) but is not limited to: adequate transition tapers, alignment of lanes through intersections, associated signal
modifications, pavement markings, associated signage, curb and gutter, coordination with other proposed roadway improvements and bike lanes. The
applicant also accepts the financial responsibility for acquisition of any additional right -of -way necessary to accommodate these improvements and
any required sidewalk construction.
PUBLIC WORKS CONDITIONS OF APPROVAL BOX
1. All sizes, materials, slopes, geometry, locations, evaluations, extensions and depths for all existing and proposed streets and utilities
(waterlines, sanitary sewer lines and storm drainage conveyance systems) shall be designed to the specifications set forth in the design criteria and
standards of the Public Works Department and be subject to review and approval by the Public Works Department at construction drawing submittal.
2. The designing professional (a NCPE, NCPLS or NCRLA as required) will submit 3 sets of construction drawings to City Engineering for review and
approval before starting construction (see Construction Plan Approval Process). NOTE: The approval of construction drawings is separate from site plan
approval.
3. As -built drawings shall be approved prior to water meter and sanitary sewer service connection installations and prior issuance of a certificate
of occupancy.
US ARMY CORPS OF ENGINEERS PERMITTING REQUIRED
NCDWQ PERMITTING REQUIRED
SPECIAL CONDITIONS FOR SITE PLAN APPROVAL
Prior to Issuance of Building Permit:
1. Greenway plat shall be recorded, showing metes and bounds for the greenway, and evidence of recordation with Book and Page number
provided to the Parks and Recreation Department, at the time of first final plat approval or prior to issuance of a building permit, whichever
comes first.
2. Dedicate 20 ft of additional right -of -way for the frontage of the Barry W. Walker parcel along Broad Street. A copy of the recorded plat
must be submitted with the first building permit application.
3. Public sidewalk easement to be dedicated and recorded for the Barry W. Walker property. A copy of the recorded plat must be submitted
with the first building permit application.
Conditions prior to issuance of certificate of compliance:
1. Install MUTCD compliant pavement markings and warning signs for the proposed mid -block crosswalk at Guess Road.
2. Install MUTCD compliant pavement markings and warning signs for the proposed crosswalk at North Pointe Drive.
3. Install a traffic signal with steel poles and mast arms for the proposed crossing of Guess Road.
4. Install a traffic signal with steel poles and mast arms for the proposed crossing of North Pointe Drive.
APPROVAL FOR SITE PLAN
1. At a minimum, the stormwater design details for this project shall be governed by the minimum standards of the most recent edition of
the City of Durham (City) Reference Guide for Development (RGD) and any Letters to Industry (posted on the City's website) or
supplemental notifications of RGD updates (also posted on the City's website) that are in effect the date Construction Drawings are first
received for review by the City. Non - compliance with any of these minimum standards shall render the approval of such items null and
void. It will be the responsibility of the owner to correct any deficiencies noted during the life of this project to the satisfaction of the City.
2. Diffuse flow of Runoff shall be maintained in the buffer by dispersing concentrated flow and reestablishing vegetation. Periodic corrective
actions will be enforced to impede erosion gullies.
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VICINITY MAP
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GREENWAY TRAIL
DURHAM, NORTH CAROLINA
STEWART PROJECT NO. H1000loOO
SIMPLIFIED LA ( 1 SITE PLAN SUBMITTAL
SEPTEMBER 29, 2011
RE U MITAL JANUARY X. 2012
INDEX OF SHEETS
C000 COVER SHEET
C001 SYMBOLOGY SHEET
C100 OVERALL EXISTING CONDITIONS
C101 -C105 EXISTING CONDITIONS
C200- C206 TYPICAL SECTIONS &DETAILS
C301 -C305 DETAILED SITE PLAN
C501 -0505 DETAILED GRADING PLAN
C601 -C605 EROSION CONTROL PLAN
C701 -C705 SIGNAL, SIGNAGE, AND PAVEMENT
MARKING PLAN
C801 -C805 EASEMENT PLAN
C900 -C905 SITE DETAILS
GENERAL CONDITIONS FOR SITE PLAN APPROVAL
1. For sites containing floodplain: All development within the floodway or non - encroachment area or floodway fringe and non - encroachment area
fringe, including fill, new construction, substantial improvements, manufactured housing, storage of materials and storage of toxic or flammable
substances, is prohibited except as provided by applicable Flood Hazard Regulations of UDO Section 3.22 and 8.4.
Floodplain elevation(s)
Floodplain zone: Z and X
FEMA map number 3720082200J, 3720082300J
FEMA map date: MAY 02, 2006
2. Stream buffers: foot wide undisturbed stream buffer, measured from top of bank, each side of stream. No clearing or grading other than selective
thinning and ordinary maintenance of existing vegetation permitted, except in accordance with 15A NCAC 02B.233 (6) Vegetation Management. No
structures or features requiring grading or construction may be built within the 10 foot stream buffer setback. Any use allowed by Section 8.5.5 of
the UDO shall be designed and constructed to minimize the amount of intrusion into the stream buffer and to minimize clearing, grading, erosion and
water quality degradation. (UDO Section 8.5.5 B, C and E).
3. For sites containing wetlands: State and federal permit authorization may be required from the NC DENR, NC DWQ, and the U.S. Army Corps of
Engineers prior to the commencement of any land disturbing activities in or near a lake, stream, creek, tributary, or any unnamed body of water and
its adjacent wetlands (UDO Section 8.9.2)
4. Wetland buffer note: ----- foot wide wetland buffer to remain in natural, undisturbed vegetation. Wetland buffers may be used for passive
recreational activities, such as walking and bicycling trails, provided that service facilities for such activities, including but not limited to
parking, picnicking and sanitary facilities, are located outside of the wetland buffer. Any use allowed by this section shall be designed and
constructed to minimize the amount of intrusion into the wetland buffer and to minimize clearing, grading, erosion and water quality degradation.
(UDO Sections 8.9.4 and 8.9.5)
5. For projects with Greenways:
On Site Plans: Greenway plat shall be recorded, showing metes and bounds for the greenway, and evidence of recordation with Book and Page number
provided to the Parks and Recreation Department, at time of first final plat approval or prior to issuance of a building permit, whichever comes
first.
6. Sidewalk note where there is to be sidewalk construction within ROW as follows: See Public Works Standard Notes, below.
7. Landscaping /C.O. Standards Note: All landscaping must be in place prior to request for a Certificate of Compliance. Contact Durham City County
Planning Department Site Inspection staff for inspection.
8. Landscape Re- inspection Fee: Each landscaping compliance inspection after the initial inspection will incur a re- inspection fee, starting at $100
+ 4% technology surcharge. Each subsequent re- inspection will increase by $100 +4% (example 1" -$104, 2 "d- $208, 3' -- $312, etc). Payment must be
received by the Durham City County Planning Department prior to re- inspection.
9. Construction in Preserved Tree Coverage Areas (UDO Section 8.3.1 D.5):
a. Preserved tree coverage areas ahall not be used for active recreational purposes, except for walking paths and foot trails constructed with
minimal disturbance of tree roots and existing vegetation provided a registered arborist has certified that the construction of the trail has been
designed to minimize impact to the existing trees. No tree over 10 inches shall be removed for the construction of trails. Site plan approval is
required for construction of trails in preserved tree coverage areas.
b. All buildings shall be set back at least 10 feet from the edge of any preserved tree coverage area.
c. Utility lines and drainage channels shall be minimized within the root protection zones of the trees to be saved. Preferably, such facilities
should be located adjacent to driveways and in groupings allowed by sound engineering practices.
10. Tree Protection Note (UDO Sec. 8.3.2E): Tree protection fencing must be in place prior to any demolition, land disturbance, or issuance of a
grading permit and shall include warning signs posted in both English and Spanish, as follows: "No Trespassing /Tree Protection Area /Prohibido Entrar
/ Zona Protectora Para los Arboles.51
11. Root Protection Zone (UDO Sec. 8.3.2): Equals one foot of radius for every inch of diameter of existing trees, or six foot radius, whichever is
greater. No disturbance allowed within this area. Area must be protected with both tree protection fencing and warning signs.
12. Protection of existing vegetation (UDO Sec. 8.3.2D) : At the start of grading involving the lowering of existing grade around a tree or
stripping of topsoil, a clean, sharp, vertical cut shall be made at the edge of the tree save area prior to or at the same time as silt fence and
other erosion control measures are installed. The tree protection fencing shall be installed on the side of the cut farthest away from the tree trunk
and shall remain in place until all construction in the vicinity of the trees is complete. No storage of materials, fill, or equipment and no
trespassing shall be allowed within the boundary of the protected area.
13. For County Soil and Erosion Control:
a) A sedimentation and erosion control plan must be submitted and aproved prior to the issuance of a land- disturbance permit.
b) If an offiste soild spoil or borrow site is utilized, then the disturbed area for the spoil /borrow site must be included in the land- disturbance
plan and permit unless the spoil /borrow site already has a land- disturbance permit.
14. Erosion Control Plans approval by Durham cunty Engineering S &E Division is required.
15. Tree Protection Fencing and Installation Certification is required prior to the issuance of a Land - Distrubing Permit.
16. The location of the sidewalk shown on this plan is schematic. A City of Durham and /or NCDOT encroachment permit is required prior to any
construction. After obtaining the required permits, please contact the City of Durham Engineering Construction Inspection office at 560 -4326 for a
pre- construction conference and field visit prior to any work on the proposed sidewalk.
17. By referencing roadway improvements on the plan, the applicant agrees to construct said improvements prior to the issuance of any certificate of
occupancy in a manner that will allow them to function as noted on the plan and in accordance with NCDOT and City of Durham standards and policies.
This includes (where appropriate) but is not limited to: adequate transition tapers, alignment of lanes through intersections, associated signal
modifications, pavement markings, associated signage, curb and gutter, coordination with other proposed roadway improvements and bike lanes. The
applicant also accepts the financial responsibility for acquisition of any additional right -of -way necessary to accommodate these improvements and
any required sidewalk construction.
PUBLIC WORKS CONDITIONS OF APPROVAL BOX
1. All sizes, materials, slopes, geometry, locations, evaluations, extensions and depths for all existing and proposed streets and utilities
(waterlines, sanitary sewer lines and storm drainage conveyance systems) shall be designed to the specifications set forth in the design criteria and
standards of the Public Works Department and be subject to review and approval by the Public Works Department at construction drawing submittal.
2. The designing professional (a NCPE, NCPLS or NCRLA as required) will submit 3 sets of construction drawings to City Engineering for review and
approval before starting construction (see Construction Plan Approval Process). NOTE: The approval of construction drawings is separate from site plan
approval.
3. As -built drawings shall be approved prior to water meter and sanitary sewer service connection installations and prior issuance of a certificate
of occupancy.
US ARMY CORPS OF ENGINEERS PERMITTING REQUIRED
NCDWQ PERMITTING REQUIRED
SPECIAL CONDITIONS FOR SITE PLAN APPROVAL
Prior to Issuance of Building Permit:
1. Greenway plat shall be recorded, showing metes and bounds for the greenway, and evidence of recordation with Book and Page number
provided to the Parks and Recreation Department, at the time of first final plat approval or prior to issuance of a building permit, whichever
comes first.
2. Dedicate 20 ft of additional right -of -way for the frontage of the Barry W. Walker parcel along Broad Street. A copy of the recorded plat
must be submitted with the first building permit application.
3. Public sidewalk easement to be dedicated and recorded for the Barry W. Walker property. A copy of the recorded plat must be submitted
with the first building permit application.
Conditions prior to issuance of certificate of compliance:
1. Install MUTCD compliant pavement markings and warning signs for the proposed mid -block crosswalk at Guess Road.
2. Install MUTCD compliant pavement markings and warning signs for the proposed crosswalk at North Pointe Drive.
3. Install a traffic signal with steel poles and mast arms for the proposed crossing of Guess Road.
4. Install a traffic signal with steel poles and mast arms for the proposed crossing of North Pointe Drive.
APPROVAL FOR SITE PLAN
1. At a minimum, the stormwater design details for this project shall be governed by the minimum standards of the most recent edition of
the City of Durham (City) Reference Guide for Development (RGD) and any Letters to Industry (posted on the City's website) or
supplemental notifications of RGD updates (also posted on the City's website) that are in effect the date Construction Drawings are first
received for review by the City. Non - compliance with any of these minimum standards shall render the approval of such items null and
void. It will be the responsibility of the owner to correct any deficiencies noted during the life of this project to the satisfaction of the City.
2. Diffuse flow of Runoff shall be maintained in the buffer by dispersing concentrated flow and reestablishing vegetation. Periodic corrective
actions will be enforced to impede erosion gullies.
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BOUNDARIES AND PROPERTY.*
2:
RAILROADS:
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State Line
- - - -- ----
Standard Gauge CSX TRANSPORTATION
County Line
- -- - - --
RR Signal Milepost
� MILEPOST 35
Township Line
-- --
Switch
SWITCH
City Line
- -
RR Abandoned
Designated U/G Telephone Cable (S. U. E.
Reservation Line
- -
RR Dismantled
Designated USG Telephone Conduit (S.U.E.*)- -
Property Line
Recorded U/G Fiber Optics Cable
RIGHT OF WAY:
Designated USG Fiber Optics Cable (S.U.E.*t -
Existing Iron Pin
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Baseline Control Point
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Property Corner
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Existing Right of Way Marker
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Property Monument
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Existing Right of Way Line
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Parcel /Sequence Number
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Proposed Right of Way Line
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Existing Fence Line
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Proposed Right of Way Line with
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Iron Pin and Cap Marker
Proposed Woven Wire Fence
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Proposed Right of Way Line with
R
Proposed Chain Link Fence
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Concrete or Granite Marker
Proposed Barbed Wire Fence
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Existing Control of Access
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Existing Wetland Boundary
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Proposed Control of Access
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Proposed Wetland Boundary
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Existing Easement Line
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Existing Endangered Animal Boundary
E ^B
Existing Greenway Easement Line - --
-- - --
Existing Endangered Plant Boundary
EPB
Proposed Temporary Construction Easement -
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BUILDINGS AND OTHER CULTURE.*
Proposed Permanent Greenway Easement
PGE
Gas Pump Vent or U/G Tank Cap
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Proposed Permanent Drainage Easement
PDE
Sign
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Proposed Permanent Drainage/ Utility Easement
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Proposed Permanent Utility Easement
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Small Mine
Proposed Temporary Utility Easement
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Foundation
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Area Outline
ROADS AND RELATED FEATURES:
Cemetery
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Existing Edge of Pavement
—
Building
Existing Curb
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School
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Limits of Disturbance
Church
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Proposed Slope Stakes Cut -
- - C - - -
Dam
Proposed Slope Stakes Fill -
- - F - -
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Temporary Silt Fence
Stream or Body of Water
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Temporary Tree Protection Fence
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Hydro, Pool or Reservoir
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Temporary Combination Tree
Protection/Silt Fence
Jurisdictional Stream
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Buffer Zone 1
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Proposed Wheel Chair Ramp
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Buffer Zone 2
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Existing Metal Guardrail
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100 Year Flood Plain
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Proposed Guardrail T
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500 Year Flood Plain
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Existing Cable Guiderail
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Flow Arrow
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Equality Symbol
Disappearing Stream
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Pavement Removal
Spring
Pavement Removal
Wetland
Culvert Inlet Protection
Proposed Lateral, Tail, Head Ditch
Silt Fence Outlet
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False Sump
FLOW
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Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
SHEET SYMBOLS
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 U/G Power Line
Designated U/G Power Line (S.U.E. *)
WATER:
Water Manhole OO
� Water Meter o
Water Valve �
Water Hydrant �
.. .. Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.*' W— - - -
Vineyard
Above Ground Water Line A/G Water
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Proposed Telephone Pole
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Telephone Manhole
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Telephone Booth
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Telephone Pedestal
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Telephone CeIlTower
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U/G Telephone Cable Hand Hole
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Recorded U/G Telephone Cable
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Designated U/G Telephone Cable (S. U. E.
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Recorded U/G Telephone Conduit
T_
Designated USG Telephone Conduit (S.U.E.*)- -
- - -T_-
Recorded U/G Fiber Optics Cable
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Designated USG Fiber Optics Cable (S.U.E.*t -
- - -T FO- - -
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N Satellite Dish
TV Pedestal D
TV Tower
U/G TV Cable Hand Hole "H
Recorded U/G TV Cable '°
Designated U/G TV Cable (S. U. E. —TV—
Recorded U/G Fiber Optic Cable '° °°
Designated U/G Fiber Optic Cable (S. U. E0*� - - - -TV Fa- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G 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. *) —
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A/G Gas
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T = 20.52*** T = 28.45*** 7 = 14.5/' T = 18o,371 T = 19.46***
R = 400.00' R = 200.00' R = Pnn-nal, R = inn nn' is - inn nnl
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L = 158.72'
T = 79.53'
R = 1,000.00'
Pl STA 46 +65.02
p = 25° l0' 17.9" QT)
D = l6° 22' 12.8"
L = /53.76'
T = 78.14***
R = 350.00'
Pl STA. 47 +77*96
D = 2/° OS' 30.4" (RT)
D = 28° 38' 52.4"
L = 73.80'
T = 37.32'
R = 200.00'
Pl STA. 48 +76.28
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D = 28*58" 52.4"
L = 119..961
T = 6/.85'
R = 200.00'
Pl STA 49+59*15
D = 27° 48' 02,011
D = 570 /7*** 44.8"
L = 48.52***
T = 24.75'
R = 100.00'
Pl STA 51+42*47
(RT) D = 22° 03' 50.8" QT)
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L = 38.5/'
T = 19-.50"
R = /00..00"
Pl STA 50 +57*87
D = 20° l7' 19.0" (RT)
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L = 35.4/'
T = 17.89'
R = 100.00'
Pl STA 52+61.40
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D = l4° l9' 26.2"
L = 70.77'
T = 35.48***
R = 400,.00***
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L = 168-.47"
T = 85.50'
R = 400.00'
Pl STA. 5 7 +01*91
p = 30° 53' 03.2" (RT)
D = l4° l9' 26.2„
L = 215..61"
T = /10.49'
R = 400.00'
Pl STA. 54 +55.60 Pl STA 54+73005
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T = 20.52*** T = 28.45*** 7 = 14.5/' T = 18o,371 T = 19.46***
R = 400.00' R = 200.00' R = Pnn-nal, R = inn nn' is - inn nnl
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D = 9° 05' 39.3" (L T) p = 25° l0' 17.9" QT) D = 2/° OF 30.4" (RT) D = 34° 2/' 58.3" Q T) D = 27° 48*** 02,011 (RT) D = 22° 03' 50.8" QT) D = 20° l7' 19.0" (RT) D = l0° 08' 10.9" QT) p l0° 08' .9" (RT) A = 24° 07' 54.5" QT) p = 30° 53' 03.2" (RT)
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L = 158.72' L = /53.76' L = 73.80' L = 119..961 L = 48.52*** L = 38.5/' L = 35.4/' L = 70.77' L 7 L = 168-.47" L = 215..61"
T = 79.53' T = 78.14*** T = 37.32' T = 6/.85' T = 24.75' T = 19-.50" T = 17.89' T = 35.48*** T = 5.4 T = 85.50' T = /10.49'
R = 1,000.00' R = 350.00' R = 200.00' R = 200.00' R = 100.00' R = /00..00" R = 100.00' R = 400,.00*** = 400.00' R = 400.00' R = 400.00'
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PI STAo 52 +60.52 PI STA, 55 +09o45 PI STA 55+52oO,3 PI STA. 54 +55.60 PI STA 54+73005 '200 F D 5 °52'22.8 "LTI D = 16" ll'24.In (RTJp = 8 /805.4 "LTJ D = 49'25.7 "LTJ Lu p = 06'47.6 "(RTI DUKE �� i EF_,iTv
D = l4° l9' 26.2" D = 28° J8*** 52.4" D = 28° 38' S .4" D = 57° l7' 44.8" `, D = 28° 38*** 52.4" ' � I E F ,,r:
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T = 20,52"' T = 28o45-4' 7 = 14.5/' T = 18o,371 T = 19o46*** '°
R = 400.00' R = 200.00' R = 200.00' R = 1 _ -
SECTION 313
PB 103, PG 200
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D = 30'* 53' 03.2" (RTI � � 1005 ' 05.4" QT) D = 66° 481 (RTJ p = 44° 05' 06.7" (LT) D = 5/° 48' 57.4" (RT) � _ l5° l0 47.111 (RT) A = 26*32115D" (LT)
D = /4° /9' 26.2" D = 'f9" / ' 26.2" D = 57° l7' 44.8" D = 28° 38' 52.4" D = 63° 39' 43.1" D = 28° 8' 52.4" D = 6,30,39" 43.1„
L = 2/5.6/' L = 74. 6*** L = 116.6/' L = 153.89' L = 8/39' L = 52 9' L = 41..69***
T = /10.49' T = 37. 9*** T = 65.95' T = 80.98' T = 43.72' T = 2.65' T - 21*22***
R = 400.00' R = 40 .00' R = /00.00*** R = 200.00' R = 90.00' R = 2 0.00' R = 90.00***
N/E
DUKE UN VE R S TY END BOARDWALK -
DB 100, PG 186 EGIN 10' CONC
PB 129, PG 80 APPROACH SLAB
PIN 0823-19-41-7936 -1-4- STA 60 +65.00
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PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE,
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BEGIN STATION
END STATION
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32 +00.00 (END BOARDWALK 2)
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END STATION
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27 +20.00 (BEGIN BOARDWALK 1)
28 +67.89 (END BOARDWALK 1)
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32 +00.00 (END BOARDWALK 2)
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64 +90.00
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S. USE FORMS FOR OONSTRU ON OF FL" SLAS.
2'- 1 99 2 ' -1 1 2 " S Q . 5. CASINGS SHALL BE UNIFORM D EITY, FREE FROM SAND HOLD GAS
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OTHER CAST—ON PECES SHALL BE REMOVED FROM CASTINGS AND SUCH
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N DOT STAND DRAWING #M.BB. STANDS OF AASHTO IL K. THE CASTING SHALL SE TESL CSI A O J U
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�_q 1 S . CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY W LK ACROSS THE RAMP. THE ADJACENT SURFACE � cn 0 LL
Z IS PLANTING OR OTHER NON - WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. co
1 B . PLACE A It" EXPANSION JOINT INHERE THE CONCRETE CURB RAMP JOINS NS THE CURS AS SHOWN IN ROADWAY STANDARD DRAWING NC B4B . O1
17a PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD. Lu
18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
EET 3 OF S SHEET S OF S
s48�oa� 848DOg
PROJECT SPECIFIC NOTES:
CURB WIDTH = 10.0'
PROVIDE 10,0'MINIMUM DROP CURB WIDTH
DATE:
DRAWN BY: MET
CHECKED BY:
PROJECT NO.:
H10001.001
C905