MAY 2018Engineering Division433 Hay StreetFayetteville, NC 28301-5537
(910) 433-1656Fax: (910) 433-1642
www.fayettevillenc.gov
Standard Details and Drawings Index
Drainage Detail Standard Drawings FILE TYPE STD No. Technical Standards & Details Title
DWG PDF DR-1 Typical Storm Drain Compaction DWG PDF DR-1 Manhole Adjustment Concrete Collar (New and Existing Manholes) DWG PDF DR-3 Standard Brick Catch Basin (15" thru 54" Pipe) Adopted from NCDOT Standard NO. 840.01 Page 1 of 2 DWG PDF DR-3.1 Standard Brick Catch Basin (15" thru 54" Pipe) Adopted from NCDOT Standard NO. 840.01 Page 2 of 2 DWG PDF DR-4 Typical Brick Double Catch Basin 15" thru 36" Pipe DWG PDF DR-5 Standard Brick Junction Box (With Manhole Access) 12" thru 66" Pipe Adopted from NCDOT Standard NO. 840.32 DWG PDF DR-6 Standard Traffic Bearing Junction Box - 42" and Under Pipes NCDOT Standard NO. 840.34 Page 1 of 2 DWG PDF DR-6.1 Standard Traffic Bearing Junction Box - 42" and Under Pipes NCDOT Standard NO. 840.34 Page 2 of 2 DWG PDF DR-7 Standard Brick Manhole 12" thru 36" Pipe Adopted from NCDOT Standard NO. 840.51 DWG PDF DR-8 Reinforced Brick Endwall Adopted from NCDOT Standard NO. 838.57 DWG PDF DR-9 Concrete Base Pad for Drainage Structures Adopted from NCDOT Standard NO. 840.00 DWG PDF DR-10 Concrete Pipe Collar for Repairing Storm Drains Adopted from NCDOT Standard NO. 840.00 DWG PDF DR-11 Drop Inlet with Grate 12" to 30" Pipe NCDOT Standard NO. 840.15 DWG PDF DR-12 Fence Plan at Endwall DWG PDF DR-13 Standard Manhole Ring and Cover Adopted from NCDOT Standard NO. 840.54 DWG PDF DR-14 4-Foot Diameter Precast Reinforced Concrete Manhole SectionsDWG PDF DR-14.1 5-Foot Diameter Precast Reinforced Concrete Manhole Sections
DWG PDF DR-15 Standard Masonry Endwall for Single & Double Pipe Culverts (15" - 48" Pipe) 90° Skew; NCDOT Standard NO. 838.11 Page 1 of 2
DWG PDF DR-15.1 Standard Masonry Endwall for Single & Double Pipe Culverts (15" - 48" Pipe) 90° Skew; NCDOT Standard NO. 838.11 Page 2 of 2
DWG PDF DR-16 Open Throat Junction Box
DWG PDF DR-17 Traffic Bearing Drop Inlet for Cast Iron Double Frame and Grates Adopted from NCDOT Standard NO. 840.35 Page 1 of 2
DWG PDF DR-17.1 Traffic Bearing Drop Inlet for Cast Iron Double Frame and Grates NCDOT Standard NO. 840.35 Page 2 of 2 DWG PDF DR-18 Precast Concrete Headwall System 12" thru 72" Pipe DWG PDF DR-19 Reinforced Concrete Sewer Storm Drain and Culvert 15" thru 36" Pipe DWG PDF DR-19.1 Reinforced Concrete Sewer Storm Drain and Culvert 42" thru 72" Pipe DWG PDF DR-19.2 Minimum Slope & Cover for Storm Drain and Culvert Pipe DWG PDF DR-20 Precast Concrete Solid Box Page 1 of 2 DWG PDF DR-20.1 Precast Concrete Solid Box Page 1 of 2 DWG PDF DR-21 Concrete Paved Swales DWG PDF DR-23 Reinforced Precast Concrete Flared End Sections DWG PDF DR-24 Pipe Outlet
DWG PDF DR-26 Standard Frame, Grates, and Hood for Use on Standard Catch Basin Adopted from NCDOT Standard NO. 840.03 Page 1 of 2
DWG PDF DR-26.1 Standard Frame, Grates, and Hood for Use on Standard Catch Basin Adopted from NCDOT Standard NO. 840.03 Page 2 of 2
Erosion Control Detail Standard Drawings FILE TYPE STD No. Technical Standards & Details Title DWG PDF EC-1 Typical Block and Gravel Drop Inlet Protection DWG PDF EC-1.1 Typical Block Drop Inlet Protection DWG PDF EC-1.2 Typical Excavated Drop Inlet Protection DWG PDF EC-1.3 Typical Hardware Cloth and Gravel Drop Inlet Protection DWG PDF EC-1.4 Temporary Rock Doughnut Inlet Protection DWG PDF EC-2 Gravel Construction Entrance / Exit DWG PDF EC-3 Temporary Sediment Trap DWG PDF EC-4 Baffle Installation DWG PDF EC-5 High Hazard Temporary Silt Fence DWG PDF EC-6 Temporary Rock Check Dam DWG PDF EC-7 Permanent Seeding Schedule DWG PDF EC-8 Temporary Seeding Schedule (Seasonal)
FILE TYPE STD No. Technical Standards & Details Title DWG PDF SD-1 24" and 30" Curb Details DWG PDF SD-2 Wheelchair Ramp with Sidewalk Off Back of Curb DWG PDF SD-2.1 Wheelchair Ramp with Sidewalk Off Back of Curb DWG PDF SD-2.2 Wheelchair Ramp with Pedestrian Crosswalks and Stop Lines DWG PDF SD-2.3 Wheelchair Ramp Notes Sheet 4 of 4 DWG PDF SD-2.4 Detail of Parallel Curb Wheelchair Ramp DWG PDF SD-2.5 Truncated Dome Details DWG PDF SD-2.6 Detail of Mid-Block Parallel Curb Wheelchair Ramp DWG PDF SD-2.7 Directional Curb Ramp DWG PDF SD-2.8 Parallel Curb Single Wing Wheelchair Ramp DWG PDF SD-3 Contraction and Expansion Joint DWG PDF SD-4 Standard Catch Basin Transition for 24" Roll Curb and Gutter Adopted from NCDOT Standard NO. 852.05 DWG PDF SD-5 Standard Catch Basin Transition for 24" Vertical Curb and Gutter Adopted From NCDOT Standard NO. 852.05 DWG PDF SD-6 Driveway Connections to Overlaid or Raised Curbing (Uphill Driveway) Page 1 of 2 DWG PDF SD-6.1 Driveway Connections to Overlaid or Raised Curbing (Downhill Driveway) Page 2 of 2 DWG PDF SD-7 Concrete Valley Gutter Detail DWG PDF SD-8 Standard Minimums for Residential and Commercial Cul-De-Sacs DWG PDF SD-9 Typical Residential Driveway Apron DWG PDF SD-9.1 Typical Commercial Driveway Apron DWG PDF SD-10 Pipe Handrail DWG PDF SD-11 Typical Temporary Sawcut and Pavement Patch Page 1 of 3 DWG PDF SD-11.1 Typical Permanent Sawcut and Pavement Patch Page 2 of 3 DWG PDF SD-11.2 Notes for Typical Permanent and Temporary Sawcut and Pavement Patch Page 3 of 3 DWG PDF SD-12 Typical Sidewalk Section DWG PDF SD-14 Typical Minimum Standard 2 Lane Street Section for Residential Use DWG PDF SD-15 Typical Street Section For 60' Pavement (Vertical Curb) DWG PDF SD-16 Typical Minimum Section for 3 Lane Streets DWG PDF SD-16.1 Typical Minimum Standard Street Sections for 2 Lane and 4 Lane Divided Streets with Median DWG PDF SD-16.2 Typical Cross Sections for All City Pavement DWG PDF SD-17 Detail of Bus Stop Pad
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DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
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AT LEAST 2 INCH BELOW THE CREST OF THE STORM
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DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST
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THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
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AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
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IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
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ROWS BY PLACING 2x4 WOOD STUDS THROUGH
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CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
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WIRE MESH WITH 1/2-INCH OPENING OVER ALL
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BLOCK OPENING TO HOLD GRAVEL IN PLACE.
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USE CLEAN GRAVEL,3/4-TO 1/2-INCH IN
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DIAMETER, PLACED 2 INCHES BELOW THE TOP
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OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
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SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
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STONE IS RECOMMENDED.
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3.
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BLOCK OPENINGS.
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2.
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CONSTRUCTION SPECIFICATIONS
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LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
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ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL
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1.
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TEMPORARY SEDIMENT
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SEDIMENT
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2'MAX.
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1'MIN.
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POOL
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16"
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2:1 SLOPE, GRAVEL FILTER
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DEWATERING
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WIRE SCREEN
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DEWATERING
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CONCRETE BLOCK
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DROP INLET
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WITH GRATE
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TYPICAL BLOCK AND GRAVEL DROP INLET PROTECTION
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EC-1
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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1
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1
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1
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1
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42"
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32"
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BELOW
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32"
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42"
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SEE CHART
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BASIN SIZES
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1 : 1 SLOPE
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MAXIMUM
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8" MORTARLESS C.M.U.
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TOP OF STORAGE AREA (ELEV. 3.5')
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BOTTOM OF STORAGE AREA (ELEV. 0.0')
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TOP OF WALL (ELEV. 3.0')
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INVERT OF DRAINAGE STRUCTURE (ELEV. SEE PLAN)
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SILT FABRIC
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SURROUNDING STRUCTURE
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MORTARLESS C.M.U.
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FINISH GRADE
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RCP
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INVERTED BLOCK FOR DRAINAGE
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449 CF
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425 CF
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342 CF
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474 CF
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326 CF
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STRUCTURES
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STORAGE CAPACITY
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2 X 6
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2 X 2
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2 X 3
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SIZE
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3 X 3
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3 X 4
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SEE DRAINAGE PLAN FOR INVERTS
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36"
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6"
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24"
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TYPICAL BLOCK DROP INLET PROTECTION
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EC-1.1
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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FLOW
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EXCAVATED AREA (AS REQUIRED)
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SEDIMENT
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ACCUMULATED
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SEDIMENT MOVEMENT.
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DRAINAGE AND RESTRICT
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HARDWARE CLOTH TO ALLOW
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GRAVEL-SUPPORTED BY
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DEWATERING
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WEEP HOLES FOR
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BELOW TOP OF INLET
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MIN. 1' - MAX 2'
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EXCAVATED DEPTH,
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SIDE SLOPE 2:1
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GENERAL NOTES
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1.
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CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER
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EXCAVATION AND DISPOSAL OF SPOIL.
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2.
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GRADE THE APPROACH OF THE INLET UNIFORMLY.
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3.
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PROTECT WEEP HOLES BY GRAVEL.
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3.
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WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
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PERMANENTLY STABILIZED, SEAL WEEP HOLES, FILL THE
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EXCAVATED BASIN WITH STABLE SOIL TO FINAL GRADING
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ELEVATIONS, COMPACT THE FILL PROPERLY AND STABILIZE.
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TYPICAL EXCAVATED DROP INLET PROTECTION
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EC-1.2
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FLOW
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FLOW
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FLOW
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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GENERAL NOTES:
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1. UNIFORMLY GRADE A SHALLOW DEPRESSION UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
TYPICAL HARDWARE CLOTH AND GRAVEL DROP INLET PROTECTION
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EC-1.3
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3'-0"
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4'-0" MAX.
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2'-0"
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16" MIN.
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2'-0"
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
CL
AS
S
B / C LA S S I R
I P RA
PL INE
THE
OUTS ID
E FACE OF R I PRAP W/ 12 " # 5 OR # 5 7 WASHED STON E
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TEMPORARY ROCK DOUGHNUT INLET PROTECTION
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EC-1.4
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BE REQUIRED UNDER THE WASHED STONE.
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BASIN HAS BEEN PROPERLY STABILIZED.
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THE AREA STABILIZED WHEN THE DRAINAGE
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WATER POLLUTION ARE MINIMIZED.
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CONSTRUCTION OPERATIONS SHALL BE CARRIED
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HIS AGENT AFTER EACH STORM EVENT
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THE FINANCIALLY RESPONSIBLE PARTY OR
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IN A SUITABLE AREA AND IN SUCH A
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TO 1/2 THE DESIGN DEPTH OF THE TRAP.
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RESTORED TO ITS ORIGINAL DIMENSIONS
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1.
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MANNER THAT IT WILL NOT ERODE.
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6.
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5.
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4.
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3.
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2.
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GENERAL NOTES:
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SEDIMENT SHALL BE REMOVED AND TRAP
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WHEN THE SEDIMENT HAS ACCUMULATED
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REMOVED SEDIMENT SHALL BE DEPOSITED
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THE STRUCTURE SHALL BE INSPECTED BY
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AND REPAIRS MADE AS NECESSARY.
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ON LARGER DRAINAGE AREAS RIP RAP MAY
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THE SEDIMENT TRAP SHALL BE REMOVED AND
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OUT IN SUCH A MANNER THAT EROSION AND
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MANUAL FOR ADDITIONAL INFORMATION.
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NOTE:
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SEE SECTION 6.54 OF THE NC EROSION CONTROL
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A
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12" #5 OR #57 WASHED STONE
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FLOW
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STORAGE
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DROP
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PLAN VIEW
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SECTION A-A
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12" MIN.
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3'-4'
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AREA
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INLET
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AREA
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STORAGE
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DROP
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INLET
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AREA
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STORAGE
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2'-3.5'
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FLOW
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FLOW
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FLOW
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1.5' MIN.
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7.5' MIN.
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2
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1
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CLASS B/ CLASS I RIPRAP
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4" BELOW TOP OF GRATE
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1'
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1'
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A
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FLOW
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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NOTES:
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A. GRAVEL PAD TO BE 12'x50' AND 6" THICK MINIMUM
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B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE
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LARGE TRUCKS IS TO BE PROVIDED.
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C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE
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FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
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VEHICLES.
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D. MUST BE MAINTAINED IN A CONDITION WHICH WILL
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PREVENT TRACKING OR DIRECT FLOW OF MUD
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ONTO STREETS. PERIODIC TOPDRESSING WITH
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STONE WILL BE NECESSARY; KEEP SOME HANDY.
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E. ANY MATERIAL WHICH STILL MAKES IT ONTO
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THE ROAD MUST BE CLEANED UP IMMEDIATELY.
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CLASS A STONE
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12' MINIMUM
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AS REQUIRED
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PUBLIC ROAD
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50' MIN
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6" MIN
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F. GEOTEXTILE FABRICS SHALL BE USED BENEATH STONE
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TO IMPROVE STABILITY OF THE FOUNDATION.
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& EGRESS UNTIL SITE IS STABLIZED.
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FREQUENT CHECKS OF THE DEVICE AND
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TIMELY MAINTTENANCE MUST BE PROVIDED.
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GRAVEL CONSTRUCTION ENTRANCE/EXIT
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EC-2
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G. APPLICABLE AT ALL POINTS OF INGRESS
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GEOTEXTILE FABRIC
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE
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FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED
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SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY
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CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OF PIPING. PERIODICALLY CHECK THE DEPTH OF THE
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TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL
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GREATER). REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMILATED
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INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH PERIOD OF SIGNIFICANT RAINFALL (1/2" OR
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SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
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MAINTENANCE
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AREA AND REPLACE THE PART OF GRAVEL FACING THAT IS IMPARED BY SEDIMENT.
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FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
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DRAINAGE
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AREA
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(ACRES)
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MIN.
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LENGTH TO
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WIDTH
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RATIO
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MIN.
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SEDIMENT
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STORAGE
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VOLUME
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REQUIRED
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SURFACE
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AREA
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REQUIRED
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POROUS
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BAFFLES
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REQUIRED
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SPILLWAY
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WEIR
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LENGTH
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< 1 AC.
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2:1
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3600
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(CU. FT.
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PER AC.
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DISTURBED)
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435
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(SQ. FT.
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PER CFS
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Q10)
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3
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4.0 FT
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MINIMUM
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TEMPORARY SEDIMENT TRAP DESIGN CRITERIA
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NOTE: PLEASE REFER TO NCESCPDM SECTION #6.60 FOR ADDITIONAL DESIGN AND CONSTRUCTION SPECIFICATIONS REGARDING TEMPORARY SEDIMENT TRAPS.
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TEMPORARY SEDIMENT TRAP
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EC-3
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FILTER FABRIC
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DESIGN SETTLED TOP
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EMERGENCY BY-PASS 6" BELOW SETTLED TOP OF DAM
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POROUS BAFFLES. SEE DETAIL EC-4 FOR MORE INFORMATION
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1.5' MIN.
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2:1
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1:1
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12" MIN OF NCDOT #5 OR #57 WASHED STONE
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CROSS-SECTION
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SEDIMENT STORAGE
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2:1
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OVERFILL 6" FOR SETTLEMENT
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NATURAL GROUND
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PLAN VIEW
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FILTER FABRIC
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1:1 SIDE SLOPE MAX
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2:1 SIDE SLOPE MAX
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21" MIN.
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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FLOW
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EARTH
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BERM
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OUTLET DITCH
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x
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x
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x
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x
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x
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x
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x
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x
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4'-0" MAX. SPACING
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(TYPICAL)
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2'-0"
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3'-0"
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BURY FENCING IN 8"x6" TRENCH.
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BACKFILL TRENCH AND COMPACT
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GENERAL NOTES:
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INLET ZONE 35%
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OF SURFACE AREA
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ININTERMEDIATE ZONE 20%
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OF SURFACE AREA
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OUTLET ZONE 20%
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OF SURFACE AREA
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INTERMEDIATE ZONE 25%
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OF SURFACE AREA
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5' STEEL POST
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1. DRIVE 5' STEEL POST AT LEAST DRIVE 5' STEEL POST AT LEAST 24" INTO SOLID GROUND. 2. USE 12" 11 GA STAPLES 1' APART USE 12" 11 GA STAPLES 1' APART HORIZONTALLY AND VERTICALLY TO ATTACH THE FILTER FABRIC TO THE WIRE FENCE. 3. MINIMUM BAFFLE SPACING IS 10'. MINIMUM BAFFLE SPACING IS 10'. 4. THE FLOOR OF THE BASIN IN THE THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND BERMS SHOULD BE SEEDED IMMEDIATELY AFTER THE BASIN IS CONSTRUCTED. 5. REFER TO NCESCPDM SECTION REFER TO NCESCPDM SECTION #6.65 FOR ADDITIONAL SPECIFIATIONS.
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5'-0"
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VERTICAL POST
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OF BASIN AND SECURE TO
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TO ANCHOR BAFFLE TO SIDE
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OF BASIN OR INSTALL T-POST
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EXTEND 9 GA WIRE TO SIDE
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WIRE STRAND AND SECURE WITH
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PLASTIC TIES AT POSTS AND AT
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DRAPE BAFFLE MATERIAL OVER
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12" MAX SPACING ALONG WIRE
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STAPLE BOTTOM OF BAFFLE TO
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GROUND WITH 12" STAPLES
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AT 12" MAX SPACING
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STRAND SHALL BE SECURED
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TO POSTS TO SUPPORT BAFFLE
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9 GA MIN HIGH TENSION WIRE
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BAFFLE MATERIAL
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12" LANDSCAPING STAPLES
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@ 12" MAX SPACING
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BAFFLE MATERIAL DRAPED
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9 GA OVER TENSION WIRE
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BAFFLE INSTALLATION
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EC-4
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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GENERAL NOTES: : 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE. 4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 5. TURN SILT FENCE UP SLOPE AT ENDS. TURN SILT FENCE UP SLOPE AT ENDS. 6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. 7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) 8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW.
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MAINTENANCE NOTES: : 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
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8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
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2'-0"
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WOVEN FILTER FABRIC
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FABRIC
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FILL SLOPE
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24" FILTER
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ANCHOR SKIRT
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FILTER FABRIC
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STEEL POST
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30" MIN.
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8" MINIMUM DEPTH
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WIRE FENCING
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#5 WASHED STONE
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WIRE FENCING
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STEEL POST
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FLOW
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BACKFILL TRENCH AND
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COMPACT THOROUGHLY
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PLASTIC OR
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WIRE TIES
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6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
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4" MINIMUM WIDTH
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HIGH HAZARD TEMPORARY SILT FENCE
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EC-5
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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CROSS SECTION
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GENERAL NOTES:
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1. RIPRAP SIZE TO BE CLASS B RIPRAP
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1'-6" MIN.
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CLASS B RIP RAP
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#5 WASHED STONE
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FLOW
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2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
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OR CHANNELS TO SLOW VELOCITY OR TO CREATE
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SEDIMENT TRAPS.
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MAXIMUM SPACING
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3.
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ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES
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THE TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION
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AS THE DOWNSTREAM DAM (SEE DIAGRAM BELOW).
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A
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B
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A AND B ARE AT EQUAL ELEVATIONS
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2' MAX
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AT CENTER
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2
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1
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4' TO 6'
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9" MIN.
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FILTER CLOTH
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1'-6" MIN.
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PLAN
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12" OF NCDOT
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4.
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REFER TO NCESCPDM SECTION #6.83 FOR ADDITIONAL
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SPECIFICATIONS.
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TEMPORARY ROCK CHECK DAM
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EC-6
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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SEEDING
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SEEDING
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SEEDING
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lbs/acre limestone and 1000 lbs/acre 10-10-10
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100 lbs/acre of tall fesue 25 lbs/acre of german millet 25 lbs/acre of hulled bermuda
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March 15 - September 15
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Apply lime and fertilizer per soil tests, or 4000
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fertilizer.
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lbs/acre limestone and 1000 lbs/acre 10-10-10
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Apply lime and fertilizer per soil tests, or 4000
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fertilizer.
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AMENDMENTS
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DATES
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MIXTURE
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WARMER SEASON
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COOL SEASON
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100 lbs/acre of tall fesue 30 lbs/acre of wheat 25 lbs/acre of unhulled bermuda
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September 15 - March 15
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STABILIZATION TIMEFRAMES
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7 DAYS
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7 DAYS
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7 DAYS
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14 DAYS
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14 DAYS
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SITE AREA DESCRIPTION
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TIMEFRAME EXCEPTIONS
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STABILIZATION
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SLOPES 3:1 OR FLATTER
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NONE
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NONE
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PERIMETER DIKES, SWALES, DITCHES, SLOPES
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HIGH QUALITY WATER (HQW) ZONES
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ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
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NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
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7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
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IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
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SLOPES STEEPER THAN 3:1
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PERMANENT SEEDING SCHEDULE
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EC-7
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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EC-8
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TEMPORARY SEEDING SCHEDULE (SEASONAL)
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80 lbs/acre of tall fesue
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40 lbs/acre of German millet
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SEEDING
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SEEDING
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SEEDING
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AMENDMENTS
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DATES
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MIXTURE
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EARLY SUMMER SEASON
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FALL/WINTER SEASON
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120 lbs/acre Rye (grain)
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80 lbs/acre tall fesue
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Apply lime and fertilizer per soil tests, or 2000
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lbs/acre limestone and 750 lbs/acre 10-10-10
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fertilizer.
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Apply lime and fertilizer per soil tests, or 2000
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lbs/acre limestone and 750 lbs/acre 10-10-10
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fertilizer.
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May 1 - August 15
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Refertilize if growth is not fully adequate.
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Apply 4000 lbs/acre straw or equivalent
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hydroseeding.
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October 25 - December 30
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Between December 30 - February 15,
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add 50 lbs/acre of annual Kobe lespedeza.
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Apply 4000 lbs/acre straw or equivalent
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hydroseeding.
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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24" AND 30" CURB DETAILS
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SD-1
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3" R
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3" R
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18"
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6"
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6"
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12"
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7"
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3/16"
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PITCH 1/8" PER FT.
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PITCH 5/8" PER FT.
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1 1/4"
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1 9/16"
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TYPICAL 24" SPILL-OFF CURB
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TYPICAL 24" VERTICAL CURB
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TYPICAL 24" ROLL-BACK CURB
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TYPICAL 30" ROLL CURB
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1/2" R
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12" R
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1/2"R
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10"
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R=12"
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2 1/16"
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6 5/16"
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3"
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4 1/4"
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3"
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7/8"
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9 1/4"
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13 1/2"
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R=21 1/4"
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30"
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7"
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9 3/4"
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12" R
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9 1/2"
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1"
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6 1/2"
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6"
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1/8" R
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7"
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24"
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1/2" R
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7"
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24"
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6"
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1/2" R
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18"
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6"
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6"
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12"
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3" R
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3" R
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1/8" R
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24"
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7 1/16"
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1/2"R
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1/8" R
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1/2" R
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1/8" R
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TYPICAL 30" SPILL-OFF CURB
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1/2"
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1/2" R
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6"
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12"
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6"
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6"
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24"
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3" R
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3" R
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PITCH 5/8" PER FT.
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PITCH 1/8" PER FT.
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30"
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24"
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TYPICAL 30" VERTICAL CURB
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1/2" R
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3" R
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3" R
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6"
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7"
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6"
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6"
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12"
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30"
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FOR FUTURE ACCESSIBLE RAMPS.
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CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE
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TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL
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BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
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2.CONTRACTION JOINTS EVERY 10'; EXPANSION JOINTS EVERY 30'.CONTRACTION JOINTS EVERY 10'; EXPANSION JOINTS EVERY 30'.
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NOTES:
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1.
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ALL CURBS CONSTRUCTED OF 3000 PSI CONCRETE.
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3.
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4.
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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Rev. Date: 16JAN18 Not to Scale
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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STOP LINE
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4'-0" (TYP)
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SEE NOTE 4
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SIDEWALK
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SIDEWALK
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SIDEWALK
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VAR. RAD.
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4'-0" (TYP)
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SIDEWALK
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MAX. 25' (TYP)
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TYPICAL INTERSECTIONS
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SIDEWALK
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STOP LINE
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SIDEWALK
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SEE NOTE 12
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4'-0" (TYP)
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SIDEWALK
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TEE INTERSECTIONS
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SEE NOTE 3
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6' MIN.
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CROSSWALK
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SEE NOTE 4
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ALLOWABLE LOCATIONS
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DUAL RAMP RADII..........ANY
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DIAGONAL RAMP RADII...MAX. 25'
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(DIAGONAL RAMP IS NOT
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PERMISSIBLE FOR NEW
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CONSTRUCTION)
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5'-0" MIN (TYP)
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5'-0" MIN (TYP)
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5'-0" MIN (TYP)
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5'-0" MIN (TYP)
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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MAX. 25' (TYP)
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VAR. RAD.
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MAX. 25' (TYP)
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VAR. RAD.
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MAX. 25' (TYP)
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VAR. RAD.
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4'-0" (TYP)
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6' MIN.
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CROSSWALK
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STOP LINE
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SEE NOTE 12
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SEE NOTE 3
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6' MIN.
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CROSSWALK
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SEE NOTE 12
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STOP LINE
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6' MIN.
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CROSSWALK
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SEE NOTES 12 & 13
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WHEELCHAIR RAMP WITH PEDESTRIAN CROSSWALKS AND STOP LINES
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SD-2.2
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SEE SHEET SD-2.3 FOR WHEELCHAIR RAMP NOTES.
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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Rev. Date: 16JAN18 Not to Scale
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EXPANSION JOINT
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JOINT FILLER
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1/2" JOINT SEALER
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1/8" RADIUS (TYPICAL)
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CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE SPACED AT 10-FOOT INTERVALS. SIDEWALK CONTRACTION JOINTS SHALL BE SPACED AT 5-FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE CITY ENGINEER TO PREVENT
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CONTRACTION JOINTS SHALL BE MINIMUM 1" DEEP WHEN INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
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WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
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ALL EXPANSION JOINTS SHALL BE SPACED AT 30-FOOT INTERVALS FOR HAND FORMED, AND ADJACENT TO ALL RIGID OBJECTS.
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JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. IF CURB IS MACHINED A 90' SPACING IS ALLOWABLE
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REFER TO NCDOT DETAILS 846.01 AND 848.01 FOR MORE INFORMATION.
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NOTES:
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4.
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3.
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2.
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1.
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1/8"
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UNCONTROLLED CRACKING.
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1/2" UNLESS NOTED OTHERWISE
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1/2" JOINT SEALER
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1/8" RADIUS (TYPICAL)
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1/2" UNLESS NOTED OTHERWISE
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CONTRACTION JOINT
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SEE NOTE 2
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CONTRACTION AND EXPANSION JOINT
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SD-3
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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Rev. Date: 16JAN18 Not to Scale
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10'-0"
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3'-1 1/2"
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10'-0"
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VARIABLE
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EXPANSION JOINT
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NCDOT STD. 840.03
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FRAME, GRATE AND HOOD
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2'-0"
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GRASS MEDIAN OR
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CONCRETE ISLAND
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EXPANSION
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JOINT
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FLOW LINE
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10'-0"
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3'-1 1/2"
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DEPRESSED GUTTER LINE
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EXPANSION JOINT
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SEE NCDOT STD. 840.01
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10'-0"
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EXPANSION JOINT
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VARIES
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FULL VERTICAL
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5'
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B
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B
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C
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C
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A
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A
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9 1/2"
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2 1/2"
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7"
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30"
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(FLOW LINE)
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SD-4
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STANDARD CATCH BASIN TRANSITION
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FOR 24" ROLL CURB AND GUTTER
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ADOPTED FROM NCDOT
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STANDARD NO. 852.05
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CONCRETE APRON FOR CATCH BASIN (PER EACH)
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10' TAPER
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3'-1 1/2"
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10' TAPER
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CONCRETE ISLAND OR GRASS MEDIAN
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NCDOT STD. 840.01 CATCH BASIN
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REFER TO NCDOT ROADWAY STANDARD DRAWINGS, JANUARY 2012 OR CURRENT EDITION
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R=12"
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T=2"
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3"R
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3"R
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30"
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7"
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ROLL CURB
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VERTICAL CURB
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21"
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TRANSITION AT 5'
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7"
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24"
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9 1/2"
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9 "14"
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3"
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1"
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27"
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10-1/2"
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4-3/4"
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7"
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6"
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6"
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6"
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1"
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12"
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SECTION - AA
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SECTION - BB
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SECTION - CC
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R=12"
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T=2"
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R=12"
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T=2"
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10-3/4"
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PLAN VIEW
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ELEVATION
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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Rev. Date: 16JAN18 Not to Scale
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SD-5
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STANDARD CATCH BASIN TRANSITION
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FOR 24" VERTICAL CURB AND GUTTER
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ADOPTED FROM NCDOT
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STANDARD NO. 852.05
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EXPANSION JOINT
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EXPANSION JOINT
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NCDOT STD. 840.03 FRAME,
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GRATE & HOOD
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GRASS MEDIAN OR
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CONCRETE ISLAND
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PLAN
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EXPANSION JOINT
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DEPRESSED GUTTER LINE
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ELEVATION
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SEE NCDOT STD NO. 840.01
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2'-0"
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10'-0"
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3'-1 "12"
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10'-0"
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10'-0"
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10'-0"
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VARIABLE
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12"
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7"
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5"
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30"
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STANDARD CATCH BASIN TRANSITION
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FOR 24" VERTICAL CURB AND GUTTER
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3'-1 "12"
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EXPANSION JOINT
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REFER TO NCDOT ROADWAY STANDARD DRAWINGS, JANUARY 2012 OR CURRENT EDITION
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CONCRETE ISLAND OR GRASS MEDIAN
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STANDARD 840.01 CATCH BASIN
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10' TAPER
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3'-1 "12"
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10' TAPER
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CONCRETE APRON FOR CATCH BASIN (PER EACH)
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24" CURB AND GUTTER
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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Rev. Date: 16JAN18 Not to Scale
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SECTION TO 9" IN 4'-0" AT THE JOINT
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A
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VALLEY LINE
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CONCRETE
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VALLEY
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GUTTER
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& GUTTER
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24" VERTICAL
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COMBINED CURB
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4'
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1-1/2"
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2'-6"
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1'-6"
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SECTION A-A
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4'-0"
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7"
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6" MIN.
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24"
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6"
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10' SECTIONS MAX.
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5' SECTIONS MIN.
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VALLEY GUTTER
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A
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AND ADJACENT CURB & GUTTER
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THICKEN VALLEY GUTTER PAV'T
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JOINT
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1/2" EXPANSION
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WITH LESS THAN 1% GRADE.
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TO BE CONSTRUCTED AT ALL INTERSECTIONS
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NOTE:
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CONCRETE VALLEY GUTTER DETAIL
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SD-7
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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35.00'
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A
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(A)
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R=
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53°39'33"
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ANG A = B
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B.C.
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A
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27' B/B CURB
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45 R/W MIN. RES.
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6.5'
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6.5'
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R/W
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45' TO R/W MIN.
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37' TO B.C.
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(B)
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R=50.00'
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B
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B
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8'
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53' TO R/W MIN.
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45' TO B.C.
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50 R/W MIN. COMM.*
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RESIDENTIAL
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COMMERCIAL
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RESIDENTIAL
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COMMERCIAL
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* MAY VARY DEPENDING ON PROJECT,
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SUBJECT TO APPROVAL BY CITY ENGINEER
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STANDARD MINIMUMS FOR RESIDENTIAL AND COMMERCIAL CUL-DE-SACS
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SD-8
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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SD-14
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TYPICAL MINIMUM
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STANDARD 2 LANE STREET
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SECTION FOR RESIDENTIAL USE
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NOTES: : 1. NORMAL CROWN OF 0.02' PER FOOT UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2. PAVEMENT DESIGN SHALL BE AS SHOWN ON DETAIL SD-16.2, TYPICAL #1 RESIDENTIAL STREETS. 3. ALL PERMANENT MARKINGS SHALL BE THERMOPLASTIC. DESIGN TO BE APPROVED BY CITY TRAFFIC ENGINEER.
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13'-6"
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27'-0" B/B
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45'-0" R/W
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11'-6"
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2%
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2%
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2:1 Slope
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2:1 Slope
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2:1 Slope
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SIDEWALK
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SEE DETAIL SD-1 FOR 24" ROLLBACK CURB & GUTTER (TYPICAL).
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5'-0" CONC.
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2'-0"
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C
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L
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5'-0" CONC.
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SIDEWALK
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2%
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2%
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2'-0"
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13'-6"
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11'-6"
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CENTER
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LINE
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2'-6" MIN. (GRASS UTILITY STRIP)
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2'-6" MIN. (GRASS UTILITY STRIP)
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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TYPICAL MINIMUM SECTION FOR 3 LANE STREETS
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SD-16
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NOTES
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:
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1. NORMAL CROWN OF 0.02' PER FOOT UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
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2. PAVEMENT DESIGN SHALL BE AS SHOWN ON DETAIL SD-16.2, TYPICAL # 2 OR 3 DEPENDING ON
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USE.
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18'-6"
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37'-0" B/B
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50'-0" R/W
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11'-0"
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2%
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2%
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2:1 Slope
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2:1 Slope
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2:1 Slope
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SIDEWALK
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SEE DETAIL SD-1 FOR 24" VERTICAL CURB & GUTTER (TYPICAL).
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5'-0" CONC.
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2'-0"
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C
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L
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5'-0" CONC.
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SIDEWALK
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2%
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2%
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2'-0"
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18'-6"
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11'-0"
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CENTER
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LINE
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3. ALL PERMANENT MARKINGS SHALL BE THERMOPLASTIC. DESIGN TO BE APPROVED BY CITY TRAFFIC
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ENGINEER.
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11'-0" TURN LANE
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2'-6" MIN. (GRASS UTILITY STRIP)
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2'-6" MIN. (GRASS UTILITY STRIP)
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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SD-16.1
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C
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L
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SEE DETAIL SD-1 FOR 24" VERT. CURB & GUTTER (TYPICAL)
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R/W
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RIGHT OF WAY VARIES
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VARIES B/B
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MEDIAN VARIES
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2'
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SEE DETAIL SD-1 FOR 24" ROLLBACK CURB & GUTTER (TYPICAL). CURB MUST BE SPILLOFF.
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11'-0"-1 LANE
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22'-0"-2 LANES
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11'-0" MIN. LANDSCAPE
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4'-0" MIN. CONCRETE
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2%
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2%
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TYPICAL MINIMUM
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FOR 2 LANE AND 4 LANE
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STANDARD STREET SECTIONS
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DIVIDED STREETS WITH MEDIAN
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NOTES: : 1. NORMAL CROWN OF 0.02' PER FOOT UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER 2. PAVEMENT DESIGN SHALL BE AS SHOWN ON DETAIL SD-16.2 3. ALL PERMANENT MARKINGS SHALL BE THERMOPLASTIC. DESIGN TO BE APPROVED BY CITY TRAFFIC ENGINEER
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2'-0"
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SIDEWALK
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CONC.
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(TYP.)
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5'-0"
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2%
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2'
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11'-0"-1 LANE
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22'-0"-2 LANES
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R/W
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2'-0"
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SIDEWALK
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CONC.
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(TYP.)
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5'-0"
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2%
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2'-6" MIN. (GRASS UTILITY STRIP)
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2'-6" MIN. (GRASS UTILITY STRIP)
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Rev. Date: 16JAN18 Not to Scale
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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ISOMETRIC VIEW
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BUS STOP SHELTER PAD - PLAN VIEW
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SURFACE TEXTURE TO BE OBTAINED BY A COARSE BROOMING
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NOTES: 1. BUS STOP PAD SHALL BE PLACED BEHIND THE SIDEWALK. 2. IF SIDEWALK IS OFF THE BACK OF CURB, THE BUS STOP SHELTER PAD WIDTH SHALL BE 5'-0" 3. IF SIDEWALK IS ON THE BACK OF CURB, THE BUS STOP SHELTER PAD WIDTH SHALL BE 5'-0" FOR SPEED LIMITS UP TO 35 MPH; FOR SPEED LIMITS ABOVE 35 MPH, WIDTH SHALL BE 8'-0". 4. CONCRETE SHALL DEVELOP AT 28 DAYS A MIN COMPRESSIVE STRENGTH OF 3000 PSI.
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DETAIL OF BUS STOP PAD
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SD-17
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ENGINEERING DIVISION 433 HAY ST. 28301 (910) 433-1656 http://www.fayettevillenc.gov
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Rev. Date: 30MAY18 Not to Scale
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20'-0"
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SEE NOTES 2 & 3
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5""
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BUS STOP PAD PLAN VIEW
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8'-0"
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5'-0"
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2% MAX CROSS SLOPE
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CURB & GUTTER
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SIDEWALK
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BUS STOP PAD OFF BACK OF CURB
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CURB & GUTTER
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SIDEWALK
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BUS STOP PAD ON BACK OF CURB
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PROVIDE MIN. 5'-0" WIDE ACCESS PAD BETWEEN SIDEWALK AND CURB
