A
A
SIDEWALK
ISOMETRIC VIEW
AMENITY ZONE
ROW3
8" FULL DEPTHEXPANSION JOINTS
SEE NOTE 7
VARIES
VARIES
SEE NOTE 7
APRON
ROW
DRIVEWAYPAY LIMIT
NOTES:
1. MATERIAL - WSDOT CONCRETE CLASS 4000psi.
2. FULL DEPTH EXPANSION JOINT SHALL BE INSTALLED ON CENTERLINE WHEN DRIVEWAY WIDTH IS 16' OR GREATER AND ON ALL
COMMERCIAL/INDUSTRIAL DRIVEWAYS
3. CURB SHALL BE IN COMPLIANCE WITH STD DETAIL 312.
4. NO REBAR SHALL BE PLACED IN CURB, GUTTER, DRIVEWAY, OR SIDEWALK.
5. DRIVEWAY APRON SHALL MATCH AMENITY ZONE WIDTH. IF NO AMENITY ZONE IS PRESENT DRIVEWAY APRON SHALL BE 3'.
6. SIDEWALK SHOULD NOT BE NARROWED DOWN THROUGH DRIVEWAY APPROACH, AND SHALL BE ADA COMPLIANT.
7. CURB TRANSITION (DRIVEWAY WING) SHALL BE 2'-6" ON RESIDENTIAL STREETS, AND 5' ON ARTERIAL AND COLLECTOR STREETS.
8. THE USE OF REVERSE SLOPE MUST BE APPROVED BY THE ENGINEER.
9. CURB HEIGHT THROUGH THE DRIVEWAY SHALL BE 12" UNLESS A REVERSE SLOPE IS USED. WHEN A REVERSE SLOPE IS USED CURB HEIGHT
THROUGH THE DRIVEWAY SHALL BE 2".
CURB TRANSITION DETAIL
SEE NOTE 9
6" CURB
SEE NOTE 7
38" FULL DEPTH
EXPANSION JOINTS
ROW
*SEE NOTE 5
MATCH EXISTINGSIDEWALK WIDTH
SEE NOTE 6 VARIES
SECTION A-A (TYPICAL)
0.5'
1'
4000 PSI CEMENT CONCRETEDRIVEWAY, 6" THICK
38" FULL DEPTH
EXPANSION JOINT
12% MAX12% MAX
ROW
*
SEE NOTE 5
MATCH EXISTINGSIDEWALK WIDTH
SEE NOTE 6 VARIES
SECTION A-A (REVERSE SLOPE)
6"1'
4000 PSI CEMENTCONCRETE DRIVEWAY,
6" THICK3
8" FULL DEPTHEXPANSION JOINT
Public WorksPUBLICATION DATE:DRIVEWAY APPROACH
REVISION DATE:
STANDARD DETAIL NUMBER: 301
LEGEND1.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (2% MAX)
*
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
A
A
SIDEWALK
ISOMETRIC VIEW
VARIES
VARIESSEE NOTE 5
SEE NOTE 7
38" FULL DEPTH
EXPANSION JOINTS
SEE NOTE 7
DRIVEWAYPAY LIMIT
ROW
ROW
SIDEWALK
NOTES:
1. MATERIAL - WSDOT CONCRETE CLASS 4000psi.
2. FULL DEPTH EXPANSION JOINT SHALL BE INSTALLED ON CENTERLINE WHEN DRIVEWAY WIDTH IS 16' OR GREATER AND ON ALL
COMMERCIAL/INDUSTRIAL DRIVEWAYS
3. CURB SHALL BE IN COMPLIANCE WITH STD DETAIL 312.
4. NO REBAR SHALL BE PLACED IN CURB, GUTTER, DRIVEWAY, OR SIDEWALK.
5. SIDEWALK SHOULD BE 8' WIDE AND MAINTAIN 8' WIDTH THROUGH DRIVEWAY. SIDEWALK SHALL BE ADA COMPLIANT.
6. SIDEWALK THROUGH DRIVEWAY APPROACH MAY REQUIRE A PERMANENT EASEMENT.
7. CURB TRANSITION (DRIVEWAY WING) SHALL BE 2'-6" ON RESIDENTIAL STREETS, AND 5' ON ARTERIAL AND COLLECTOR STREETS.
8. THE USE OF REVERSE SLOPE MUST BE APPROVED BY THE ENGINEER.
9. CURB HEIGHT THROUGH THE DRIVEWAY SHALL BE 12" UNLESS A REVERSE SLOPE IS USED. WHEN A REVERSE SLOPE IS USED CURB HEIGHT
THROUGH THE DRIVEWAY SHALL BE 2".
CURB TRANSITION DETAIL
SEE NOTE 9
6" CURB
38" FULL DEPTH
EXPANSION JOINT
SEE NOTE 7
ROW
*SEE NOTE 5
SIDEWALKSEE NOTE 5
SECTION A-A (TYPICAL)
0.5'
1'
4000 PSI CEMENT CONCRETEDRIVEWAY, 6" THICK 3
8" FULL DEPTHEXPANSION JOINT
12% MAX
ROW
*SEE NOTE 5
SIDEWALKSEE NOTE 5
SECTION A-A (REVERSE SLOPE)
0.5'1'
4000 PSI CEMENTCONCRETE DRIVEWAY,
6" THICK
12% MAX
38" FULL DEPTH
EXPANSION JOINT
Public WorksPUBLICATION DATE:DRIVEWAY- NO AMENITY ZONE
REVISION DATE:
STANDARD DETAIL NUMBER: 302
LEGEND1.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (2% MAX)
*
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
A
A
SIDEWALK
ISOMETRIC VIEW
*
4' MINSEE NOTE 7
VARIES
SEE NOTE 5
4' MINSEE NOTE 7
**
***
*
*ROW
SIDEWALK
38" FULL DEPTH
EXPANSION JOINTS
NOTES:
1. MATERIAL - WSDOT CONCRETE CLASS 4000psi.
2. FULL DEPTH EXPANSION JOINT SHALL BE INSTALLED ON CENTERLINE WHEN DRIVEWAY WIDTH IS 16' OR GREATER AND ON ALL
COMMERCIAL/INDUSTRIAL DRIVEWAYS
3. CURB SHALL BE IN COMPLIANCE WITH STND DETAIL 312.
4. NO REBAR SHALL BE PLACED IN CURB, GUTTER, DRIVEWAY, OR SIDEWALK.
5. SIDEWALK SHOULD BE 8' WIDE AND MAINTAIN 8' WIDTH THROUGH DRIVEWAY. SIDEWALK SHALL BE ADA COMPLIANT.
6. THE USE OF REVERSE SLOPE MUST BE APPROVED BY THE ENGINEER.
7. DRIVEWAY APRON WIDTH SHALL BE 4' MIN, 15' MAX AND SHALL BE DESIGNED TO BE ADA COMPLIANT.
8. DROP DOWN DRIVEWAYS SHOULD NOT BE USED UNLESS ALL OTHER DRIVEWAY TYPES ARE INFEASIBLE AND MUST BE APPROVED BY THE
ENGINEER.
9. CURB HEIGHT THROUGH THE DRIVEWAY SHALL BE 12" UNLESS A REVERSE SLOPE IS USED. WHEN A REVERSE SLOPE IS USED CURB HEIGHT
THROUGH THE DRIVEWAY SHALL BE 2".
CURB TRANSITION DETAIL
SEE NOTE 9
6" CURB
38" FULL DEPTH
EXPANSION JOINT
4' MINSEE NOTE 7
ROW
*
SEE NOTE 5
SECTION A-A
0.5'
1'
4000 PSI CEMENT CONCRETEDRIVEWAY, 6" THICK
38" FULL DEPTH
EXPANSION JOINT
Public WorksPUBLICATION DATE:DRIVEWAY- DROP DOWN
REVISION DATE:
STANDARD DETAIL NUMBER: 303
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
LEGEND1.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (2% MAX)
7.5% OR FLATTER RECOMMENDED FOR DESIGN / FORMWORK (8.33% MAX)
*
**
SCALE: NOT TO SCALE
EDGE OF PAVEMENT
EDGE OF SHOULDER A
A
3:1
SHOULDER PAVING AREA
DITCH LINE
CULVERT(BEVELED PIPE END)SEE WSDOT STD B-70.20-00
ROW
ROW
ISOMETRIC VIEW
EDG
E O
F PA
VEM
ENT
EDG
E O
F SH
OU
LDER
DITC
H L
INE
ROW
SECTION A - A
3:1MAX
2:1MAX
2% 2% 2%
4' MIN 6' TYP
CULVERT
NOTES:
1. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID-WIDTH.
2. EXPOSED PIPE ENDS SHALL BE BEVELED
3. PIPE COVER SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
4. PIPE SHALL BE INSTALLED IN A STRAIGHT UNIFORM ALIGNMENT AT A MIN. 0.5% SLOPE.
5. DRIVEWAYS SHALL BE PAVED FROM THE EDGE OF PAVEMENT TO THE PROPERTY LINE.
6. PIPES LARGER THAN 18" REQUIRE A TRASH TRACK RACK (SEE DETAIL 702).
Public WorksPUBLICATION DATE:
DRIVEWAY-SHOULDER &DITCH SECTIONREVISION DATE:
STANDARD DETAIL NUMBER: 306
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
AMENITY ZONE
SIDEWALK
SHARED DRIVEWAY
PROPERTYLINES
FACE OF CURBWITH CURB
ROW
WITHOUT CURB
EDGE OF PAVEMENT
EDGE OF SHOULDERROW
PROPERTYLINES
SHARED DRIVEWAY
Public WorksPUBLICATION DATE:SHARED DRIVEWAY
REVISION DATE:
STANDARD DETAIL NUMBER: 307
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
ROW
TREES SHALL BE ON THEAPPROVED STREET TREE LIST.
INTERLOCKING PLASTIC TIES"DO NOT OVER TIGHTEN"
COMPACT SOIL BELOW TREE TO90-95% TO PREVENT SETTLING
COMPACTED SUBGRADE (80% MIN)
IMPORTED SOIL
LOW GROWING SHRUBS& GROUND COVER
2" DIAM DOUG-FIR STAKE ORMETAL ROD. STAKES & RODS TO BE
LOCATED OUTSIDE OF ROOT BALL6' TYP
AMENITY ZONE SIDEWALK1'
TYP
CURB AND GUTTER
18" DEEP ROOT BARRIERREQUIRED ON BOTH SIDESAT 8' CENTER TO CENTER
NOTES:
1. TREE PIT SHALL NOT BE LESS THAN 2 TIMES ROOT BALL DIAM.
2. CUT ALL TIES & FOLD BACK BURLAP FROM UPPER 13 OF ROOT BALL.
3. WATER DAILY UNTIL ESTABLISHED, FERTILIZE & USE GROWTH HORMONE.
4. WHERE A CONTINUOUS PLANTING STRIP IS ALLOWED, WIDEN TREE PIT TO SIDEWALK.
5. STREET TREES SHOULD BE CENTERED WITHIN THE AMENITY ZONE.
6. STREET TREES SHOULD BE SPACED 25' OR GREATER ON CENTER. SPACING SHOULD BE DETERMINED BASED ON TREE SPECIES, THE
LOCATION OF UTILITIES, AND THE LOCATION OF TRAFFIC CONTROL DEVICES.
7. REFER TO SECTION 15.2 OF THE EDM FOR ADDITIONAL LANDSCAPING REQUIREMENTS.
8. STREET TREE REPLACEMENT SHALL BE PER SMC CHAPTER 12.30.040.
Public WorksPUBLICATION DATE:AMENITY ZONE
REVISION DATE:
STANDARD DETAIL NUMBER: 308
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
PLAN VIEW - SIDEWALK JOINTS
15'
SIDEWALKDIRECTION OF
BROOM FINISH (TYP)
CURB & GUTTER.SEE STD DET 312
5' 5'
38" FULL DEPTH EXPANSION JOINT
IN BOTH CURB AND SIDEWALK. 10'SPACING TYP, 15' SPACING MAX.
SEE DETAIL RIGHT. CONTRACTION JOINT, CENTEREDBETWEEN EXPANSION JOINT. INSIDEWALK ONLY. SEE DETAIL
4" WIDE,SMOOTH-TROWELED
PERIMETER
38" FULL DEPTH EXPANSION
JOINT IN CURB ADJACENTTO CATCH BASINS
38" FULL DEPTH EXPANSION
JOINT AT BACK OF CURB
5'
SIDEWALK SECTION
4" (TYP)
2" CRUSHED SURFACING TOP COURSE
38" (TYP)
EXPANSION JOINT
1' SIDEWALK
CURB ANDGUTTER
3:1
3:1
CEMENT CONCRETE SIDEWALK
CONTRACTION JOINT DETAIL
18" - 1 4"
1" MIN, OR 25% OFCONC THICKNESS
38" -
12" R
NOTES:
1. SIDEWALK AND CURB & GUTTER SHALL NOT BE POURED MONOLITHICALLY.
2. AN EXPANSION JOINT WILL BE REQUIRED WHEN CONCRETE SIDEWALK IS SURROUNDED BY OTHER HARD SURFACES (CURB & GUTTER,
CURB RAMPS, DRIVEWAYS, ETC.) OR AS DIRECTED BY THE CITY ENGINEER.
3. EXPANSION JOINTS SHALL BE INSTALLED AROUND FIRE HYDRANTS, POLES, POSTS, UTILITY CASTINGS, AND ALONG WALLS OR
STRUCTURES IN PAVED AREAS.
4. CONTRACTION/CONTROL JOINT SHALL BE 14" SIDE BY 25% SLAB DEPTH; 1" DEEP FOR 4"SLAB, 1.5 DEEP FOR 6"SLAB, 2" DEEP FOR 8"
SLAB, AT 5' SPACING.
5. SIDEWALK SHALL BE ADA COMPLIANT.
6. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID, FLUSH WITH THE SURFACE, AND MATCH THE GRADE OF THE
SIDEWALK.
7. CONCRETE SHALL BE CLASS 4000 PER SECTION 6-02 OF WSDOT STANDARD SPECIFICATIONS.
8. REMOVAL/REPLACEMENT OF CEMENT CONCRETE SIDEWALK SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER.
9. SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 8-14 OF WSDOT STANDARD SPECIFICATIONS AND AS SHOWN ON
THE STANDARD DETAILS.
38"
FULL DEPTH EXPANSION JOIN DETAIL
38" -
12" R
PREMOLDEDJOINT FILLER
DRIVEWAY SIDEWALK
38" FULL DEPTH EXPANSION
JOINT IN CURB ADJACENT TOCATCH BASINS
DRIVEWAY CROSS SECTION
4"
6"
Public WorksPUBLICATION DATE:CURB & SIDEWALK JOINTS
REVISION DATE:
STANDARD DETAIL NUMBER: 309
LEGEND1.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (2% MAX)
*
*
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
12"6"
1' 2'
3"
6"
COMPACTED SUBGRADE
CRUSHED SURFACING TOP COURSE
HOT MIX ASPHALT
Public WorksPUBLICATION DATE:ASPHALT THICKENED EDGE
REVISION DATE:
STANDARD DETAIL NUMBER: 309
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
A
A
2
AMENITY ZONE
SIDEWALK
1' SETBACK FROMSLOPES/DITCHES
5' MIN
PAVED LANDING
15' MAX
ISOMETRIC VIEW
31
SECTION A-A
15' MAX
MATCH EXISTING OR PROPOSED SURFACECEMENT CONCRETE SIDEWALK
2" CRUSHED SURFACINGTOP COURSE
1'
DITCH
12 1
2" ASPHALT CONCRETE
NOTES:
1. RAMP, CURB TAPER, AND LANDING ALL ASPHALT OVER 2" CSTC.
2. LOCATE CATCH BASINS AT END OF IMPROVEMENTS TO FACILITATE FUTURE EXTENSIONS/CONNECTIONS.
3. FOR WIDTHS OF PAVEMENT AND SHOULDER SEE STND DWG 201, 204 & 205.
4. FOR TRANSITIONS ADJACENT TO DITCHES, DITCH SLOPING (3:1 TYPICAL), 1' SETBACK & PIPE BEVEL END DESIGN (SEE STND DWG 701) MAY
BE REQUIRED.
5. FOR CURB AND SIDEWALK JOINTS SEE STND DWG 309.
6. DETECTABLE WARNING PATTERN (TRUNCATED DOMES) MAY BE REQUIRED IF RAMP CROSSES TRAVEL LANE OF PUBLIC STREET OR AS
SPECIFIED BY THE CITY TRAFFIC ENGINEER (SEE STND DWG 318).
7. CURB RADIUS REQUIRED AT INTERSECTIONS.
8. EXISTING SHOULDER MAY REQUIRE RESTORATION WITH CSTC.
Public WorksPUBLICATION DATE:
ASPHALT TRANSITION RAMP TOSHOULDERREVISION DATE:
STANDARD DETAIL NUMBER: 311
LEGEND1.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (2% MAX)
7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.33% MAX)
*
*
**
**
*
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
*
SCALE: NOT TO SCALE
TYPE A CURB AND GUTTER
512"
1'
3"MIN 1.5'
2%
1.5%
2" MIN CRUSHEDSURFACING TOP COURSE
12"R
TOP OF ROADWAY
COMPACTED SUBGRADE
1"R
612"
12"R
6"
DEPRESSED CURB AND GUTTER
6"
6"
3"MIN 1.5'
2%1.5%
2" MIN CRUSHEDSURFACING TOP COURSE
12"R
TOP OF ROADWAY
COMPACTED SUBGRADE
1"R
12"R
6"
DRIVEWAY CURB AND GUTTER
512"
1.5%*
1"R
612"
12"R
2%*TOP OF ROADWAY
12"R
1.5'
2" MIN CRUSHEDSURFACING TOP COURSE
COMPACTED SUBGRADE
6"
3"MIN
12"**
MAINTAIN 1H:6V SLOPE ON FACE OF CURB
MEDIAN CURB AND GUTTER
2%
TOP OF ROADWAY
12"R
512"
1'
1.5%
1"R
612"
12"R
3"MIN 1.5'
2" MIN CRUSHEDSURFACING TOP COURSE
COMPACTED SUBGRADE
6"
Public WorksPUBLICATION DATE:CURB AND GUTTER
REVISION DATE:
STANDARD DETAIL NUMBER: 312
*REVERSE SLOPE MUST BE APPROVED BY THE ENGINEER**2" FOR REVERSE SLOPE
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
6"
CRUSHED SURFACINGTOP COURSE
COMPACTED SUBGRADE
6"
12"R
CEMENT CONCRETE SIDEWALK,CURB RAMP AND, LANDING
1"R
VARIES(0" TO 6") 3
8" PREMOLDED JOINT FILLER
Public WorksPUBLICATION DATE:PEDESTRIAN CURB
REVISION DATE:
STANDARD DETAIL NUMBER: 313
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
VARIES
VARIES
R15'
R15'
R15'
R15'
CROSSWALK STRIPING SHALL BETHERMOPLASTIC. SEE STND DWGS
315 & 316 FOR CROSSWALK DETAILS STOP BAR (IF APPLICABLE) SHALL BETHERMOPLASTIC. SEE STND DWG 315& DWG 316 FOR STOP BAR DETAILS
RADIUS TO BE DETERMINED BYSTREET TYPE, AND DESIGN VEHICLE
NOTES:
1. INTERSECTION RADII SHALL ACCOMMODATE DESIGN VEHICLES APPLICABLE TO STREET.
2. LENGTH OF CURB EXTENSIONS MUST RECOGNIZE SITE CONDITIONS, E.G. DRIVEWAY LOCATIONS.
3. CATCH BASINS SHALL BE INSTALLED AT LOW POINTS ALONG CURB LINE TO PREVENT PONDING.
Public WorksPUBLICATION DATE:CURB EXTENSION
REVISION DATE:
STANDARD DETAIL NUMBER: 314
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
CL ROAD
STOP LINE SHALL BE REQUIRED AT ALL STOPCONTROLLED INTERSECTIONS. SHALL BE 16" ATSTOP SIGNS AND 24" AT SIGNALS.
4'**
EDGELINE ORCURBLINE EXTENDED
SHALL HAVE A MINIMUMZERO OFFSET
RAMP AND LOWER LANDING SHALLBE CONTAINED IN CROSSWALK
2' MIN
FACE OF CURB
DD/2*
LEGEND
* USE 5' TYPICAL SPACING IF LANES LINES ARE NOT MARKED
** STOP LINE SHALL BE LOCATED 4' BEHIND MARKED OR UNMARKED CROSSWALKS
TRAFFIC DIRECTION
NOTES:
1. CURB RAMPS SHALL BE A MINIMUM OF 2' APART.
2. DRAINAGE STRUCTURES SHALL MANAGE SURFACE WATER AT MARKED CROSSWALKS.
3. STOP LINES AND CROSSWALKS SHALL BE THERMOPLASTIC.
CROSSWALK DETAIL
8"
8"
8"
10'
Public WorksPUBLICATION DATE:
CROSSWALK WITH SINGLEAPPROACH LANEREVISION DATE:
STANDARD DETAIL NUMBER: 315
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
STOP LINE SHALL BE REQUIRED AT ALL STOPCONTROLLED INTERSECTIONS. SHALL BE 16" ATSTOP SIGNS AND 24" AT SIGNALS.
4'**
EDGELINE ORCURBLINE EXTENDED
SHALL HAVE AMINIMUM ZERO
OFFSET
RAMP AND LOWER LANDING SHALLBE CONTAINED IN CROSSWALK
2' MIN
LANE LINE
LANE LINE
DD/2*
LEGEND
* USE 5' TYPICAL SPACING IF LANES LINES ARE NOT MARKED
** STOP LINE SHALL BE LOCATED 4' MIN BEHIND MARKED OR UNMARKED CROSSWALKS. STOP LINE FOR LEFT TURN LANES MAY
BE PUSHED BACK, AT THE DISCRETION OF THE ENGINEER, TO ACCOMMODATE OVERSIZED VEHICLES' TURNING MOVEMENTS.
TRAFFIC DIRECTION
NOTES:
1. CURB RAMPS SHALL BE A MINIMUM OF 2' APART 2.
2. IN ORDER TO PROVIDE SAFE STREETS FOR PEDESTRIANS, DRAINAGE STRUCTURES WILL BE REQUIRED TO MANAGE SURFACE WATER AT
MARKED CROSSWALKS WHERE AFFECTED BY RUNOFF.
3. STOP LINES AND CROSSWALKS SHALL BE THERMOPLASTIC.
CROSSWALK DETAIL
8"
8"
8"
10'
Public WorksPUBLICATION DATE:
CROSSWALK WITH MULTIPLEAPPROACH LANESREVISION DATE:
STANDARD DETAIL NUMBER: 316
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
^MATCH SIDEWALK WIDTH. SHALL BE 5' MIN.
^^OPTIONAL. RAMP LAYOUT REFLECTS TYPICAL RESIDENTIAL/ ARTERIAL INTERSECTION WHERE THE CROSSWALK ACROSS THE ARTERIAL HAS
BEEN CLOSED. CLOSING CROSSWALKS OR MAINTAINING THE CLOSURE OF THE CROSSWALK REQUIRES APPROVAL BY THE CITY TRAFFIC
ENGINEER AND PROPER SIGNAGE.
3"R (TYP) 8'(TYP)^
4'MIN
5'MIN
15' MAX
15'MAX
38" EXPANSION
JOINT (TYP)- SEESTND DWG 309
PEDESTRIAN CURB (TYP)SEE STND DWG 313
LAN
DIN
G4'
X8'
DETECTABLE WARNING SURFACE.SEE WSDOT STD PLAN F-45.10-02
6"^^
AMENITY ZONE
SIDE
WAL
K
PEDESTRIAN CROSSINGCLOSURE SIGN
3"R (TYP)
A A RAMPSIDEWALK
NOTES:
1. AT MARKED CROSSWALKS, THE CONNECTION BETWEEN THE LANDING AND THE ROADWAY MUST BE CONTAINED WITHIN THE WIDTH OF
THE CROSSWALK MARKINGS.
2. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES
SHALL BE FLUSH.
3. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES ON ANY PART OF THE CURB RAMP OR
LANDING.
4. THE CURB RAMP LENGTH IS NOT REQUIRED TO EXCEED 15 FEET UNLESS SHOWN OTHERWISE IN THE CONTRACT PLANS. WHEN APPLYING
THE 15-FOOT MAX LENGTH (MEASURED FROM BACK OF SIDEWALK) THE RUNNING SLOPE OF THE CURB RAMP IS ALLOWED TO EXCEED
8.3%. USE A SINGLE CONSTANT SLOPE FROM BOTTOM OF RAMP TO TOP OF RAMP TO MATCH INTO THE SIDEWALK OVER A HORIZONTAL
DISTANCE OF 15 FEET.
5. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH PER WSDOT STANDARD SPECIFICATIONS 8-14.
6. CURB RAMP SHALL BE ADA COMPLIANT.
SECTION A-A
DEPRESSED CURB & GUTTERPER STND DWG 312.
TOP OF ROADWAY
GRADE BREAK
DETECTABLE WARNING SURFACEPER WSDOT STD PLAN f-45.10-02
LANDINGRAMP3
8" EXPANSION JOINT (TYP) PER STND DWG 309
GRADE BREAKGRADE BREAK15' MAX
SIDEWALK PERSTND DWG 309
5"(TYP)
CEMENT CONCRETE2" CRUSHED SURFACING
TOP COURSE
COMPACTED SUBGRADE
Public Works
SINGLE DIRECTION CURB RAMP
STANDARD DETAIL NUMBER: 317
6"^^
LEGEND1.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (2% MAX)
7.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (8.3% MAX)
*
**
*
*
****
***
**
**
** * 5% MAX
PUBLICATION DATE: REVISION DATE:
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
***
**
**
LANDING4'
MIN
*
*
***
38" EXPANSION JOINT PER
STND DWG 309 (TYP)
1' MIN BETWEEN RAMPFLARE AND AMENITY ZONE
DETECTABLE WARNING SURFACEPER WSDOT STD PLAN F-45.10-02
*CURB RAMP
GRADE BREAK
GRADE BREAK
FLARE (TYP)
PLAN VIEW
** *
SECTION VIEW
DEPRESSED CURB & GUTTERPER STND DWG 312
5% MAX
COMPACTED SUBGRADE2" CRUSHED SURFACING TOP COURSE
5" CEMENT CONCRETE
DETECTABLE WARNING SURFACE PERWSDOT STD PLAN F-45.10-02
GRADE BREAK
38" EXPANSION JOINT (TYP) PER STND DWG 309
SIDEWALK15' MAX
GRADE BREAK
NOTES:
1. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACES SHALL BE
FLUSH.
2. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES ON ANY PART OF THE CURB RAMP OR
LANDING, OR IN FRONT OF THE CURB RAMP WHERE IT CONNECTS TO THE ROADWAY.
3. BROOM FINISH PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL.
4. THE CURB RAMP LENGTH IS NOT REQUIRED TO EXCEED 15 FEET UNLESS SHOWN OTHERWISE ON THE CONTRACT PLANS. WHEN APPLYING
THE 15-FOOT MAX LENGTH THE RUNNING SLOPE IS ALLOWED TO EXCEED 8.3%. USE A SINGLE CONSTANT SLOPE FROM BOTTOM OF RAMP
TO TOP OF RAMP TO MATCH THE LANDING OVER A HORIZONTAL DISTANCE OF 15 FEET. DO NOT INCLUDE THE ABUTTING LANDING IN
THE 15-FOOT MAX MEASUREMENT.
5. CURB RAMPS SHALL BE ADA COMPLIANT.
6. RAMP AND LANDING WIDTHS SHALL NOT INCLUDE EXPANSION JOINTS.
7. LANDING WIDTH SHALL MATCH CURB RAMP WIDTH.
8. AT MARKED CROSSWALKS, THE CONNECTION BETWEEN THE LANDING AND THE ROADWAY MUST BE CONTAINED WITHIN THE WIDTH OF
THE CROSSWALK MARKINGS.
9. SHARED DIAGONAL PERPENDICULAR RAMPS SHALL NOT BE INSTALLED UNLESS ALL OTHER DESIGN OPTIONS ARE UNABLE TO BE
CONSTRUCTED DUE TO SITE CONSTRAINTS.
10.RAMP CENTERLINE SHALL BE RADIAL/PERPENDICULAR TO THE ALIGNMENT OF THE FACE OF CURB.
Public Works
CURB RAMP - PERPENDICULAR
STANDARD DETAIL NUMBER: 318
LEGEND1.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (2% MAX)
7.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (8.3% MAX)
9.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (10% MAX)
*
**
***
PUBLICATION DATE: REVISION DATE:
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
SECTION A-A
5" CEMENTCONCRETE
GRADE BREAK
GRADE BREAK
GRADE BREAKGRADE BREAK
38" EXPANSION JOINT (TYP) PER STND DWG 3092" CRUSHED
SURFACING TOPCOURSE COMPACTED SUBGRADE
****
*
NOTES:
1. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACES SHALL BE
FLUSH.
2. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES ON ANY PART OF THE CURB RAMP OR
LANDING, OR IN FRONT OF THE CURB RAMP WHERE IT CONNECTS TO THE ROADWAY.
3. BROOM FINISH PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL.
4. THE CURB RAMP LENGTH IS NOT REQUIRED TO EXCEED 15 FEET UNLESS SHOWN OTHERWISE ON THE CONTRACT PLANS. WHEN APPLYING
THE 15-FOOT MAX LENGTH THE RUNNING SLOPE IS ALLOWED TO EXCEED 8.3%. USE A SINGLE CONSTANT SLOPE FROM BOTTOM OF RAMP
TO TOP OF RAMP TO MATCH THE LANDING OVER A HORIZONTAL DISTANCE OF 15 FEET. DO NOT INCLUDE THE ABUTTING LANDING IN
THE 15-FOOT MAX MEASUREMENT.
5. CURB RAMPS SHALL BE ADA COMPLIANT.
6. RAMP AND LANDING WIDTHS SHALL NOT INCLUDE EXPANSION JOINTS.
7. AT MARKED CROSSWALKS, THE CONNECTION BETWEEN THE LANDING AND THE ROADWAY MUST BE CONTAINED WITHIN THE WIDTH OF
THE CROSSWALK MARKINGS.
8. BROOM FINISH PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL.
**
**
*
*
*
VARIES
PEDESTRIAN CURBPER STND DWG 313
4' MIN
4' MIN
B
B
38" EXPANSION JOINT (TYP) PER STND DWG 309
A
A
15' MAX
15' MAX
SECTION B-B
DEPRESSED CURB & GUTTERPER STND DWG 312
5% MAX
COMPACTED SUBGRADE2" CRUSHED SURFACING TOP COURSE
5" CEMENT CONCRETE
DETECTABLE WARNING SURFACE PERWSDOT STD PLAN F-45.10-02
GRADE BREAK
38" EXPANSION JOINT (TYP) PER STND DWG 309
VARIES
*
PEDESTRIAN CURB PERSTND DWG 313
6" MAX
Public Works
CURB RAMP - PARALLEL
STANDARD DETAIL NUMBER: 320
LEGEND1.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (2% MAX)
7.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (8.3% MAX)
9.5% OR FLATTER RECOMMENDEDFOR DESIGN/FORMWORK (10% MAX)
*
**
***
PUBLICATION DATE: REVISION DATE:
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
RAMP LOCATIONS
FOR NEW CONSTRUCTION OR
STANDARD RECONSTRUCTION
CURB RAMPS
SIDEWALK
AMENITY ZONE
SIDEWALK
AMEN
ITY ZON
E
MARKED CROSSWALKVARIES
NOTES:
1. CURB RAMP CONSTRUCTION MUST COMPLY WITH CURRENT ADA STANDARDS.
2. CONSTRUCT RAMP WITH A MINIMUM 1' CLEARANCE FROM FIXED OBJECTS SUCH AS HYDRANTS, POLES, INLETS, AND OTHER UTILITIES.
3. CONSTRUCT RAMP IN ACCORDANCE WITH STND DWGS 318 & 320.
4. CROSSWALKS ARE NOT ALWAYS MARKED.
5. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET, COMPANION RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING
LOCATIONS ON OPPOSITE SIDE OF STREET.
Public WorksPUBLICATION DATE:CURB RAMP LOCATIONS
REVISION DATE:
STANDARD DETAIL NUMBER: 321
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
SCALE: NOT TO SCALE
2"2"
10 58"
1' - 10 58"
4 1516"
3'-6" OR 4'-6"(SEE NOTE 7)
WELDED BASEPLATES
4' - 1" 2 12" SQ. POST
3 7 8"
58"
3 12"1
4" X 1 12" P.C.
NOTES:
1. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND
INCLUDING AN ERECTION DIAGRAM. MATERIALS BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS.
2. ALL ALUMINUM PARTS SHALL BE GIVEN A BLACK ANODIC COATING AT LEAST 0.0006 INCH THICK AND BE HOT WATER SEALED AND SHALL
HAVE A UNIFORM FINISH.
3. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED.
4. PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING
HANDLING AND TRANSPORTATION TO THE JOB SITE.
5. WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH THE LATEST AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS
FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS.
6. ALLOW FOR EXPANSION AT APPROXIMATELY EVERY FOURTH POST.
7. TOP OF RAIL:
3 FEET 6 INCHES FOR PEDESTRIAN USES
4 FEET 6 INCHES FOR COMBINED BICYCLE AND PEDESTRIAN USES
8. 50LB RAIL LOADING PER IBC, CURRENT EDITION.
9. ALL CONCEALED FASTENERS THROUGHOUT.
Public WorksPUBLICATION DATE: REVISION DATE:
STANDARD DETAIL NUMBER: 324
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020PEDESTRIAN RAILING
SCALE: NOT TO SCALE
PLAN
VARIES
1' MIN
VARIES
4'
CITY SIDEWALKPRIVATE WALK
PRIVATE WALK
6" THICK CURB ONBOTH SIDES OF STAIRS
PROPERTY LINE
AMENITY ZONE
SECTION
2%
PRIVATE WALK 1'R4"
R12"
1'
1'
R4"
2"6 - #4 BARS
12"
312"
2"
2%
2%EXPANSION JOINT
NOTES:
1. STEPS SHALL BE A MINIMUM OF 4'-0" WIDE, CURB TO CURB, PLUS 6" CURBS ON EACH SIDE.
2. CEMENT CONCRETE SHALL BE CLASS 4000psi TROWEL FINISH.
3. NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS, WITH TREAD AND RISER DIMENSIONS TO SUIT THE GRADE.
4. RISERS SHALL BE 5" MINIMUM, 7" MAXIMUM: TREAD SHALL BE 11" MINIMUM, 12" MAXIMUM.
5. HANDRAIL REQUIRED ON BOTH SIDES PER IBC.
6. ALL STEPS SHALL BE UNIFORM HEIGHT & DEPTH.
Public Works
STAIRS
STANDARD DETAIL NUMBER: 325 SCALE: NOT TO SCALE
PUBLICATION DATE: REVISION DATE:
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
A
A
L
SET POSTS ON C OF TREAD
34"(MIN), 38"(MAX)NOSING TO TOP OF RAILING
4" MAX
8' MAX
MATCHSIDEWALK
GRADE
THE RISER TREAD AND BOTTOM ELEMENT OFHANDRAIL SHALL BE LESS THAN 6" AT ITS
LARGEST DIMENSION
12" EXPANSION
JOINT MATERIALCONC. CL. 3000
312"
#4 BARS2' O.C.(TYP)
11" MIN,12" MAX
6"
12" EXPANSION JOINT MATERIAL
MATCH EXISTING PRIVATE WALK
#4 BARS
SECTION A-A
5'3" 3"
WIDTH OF CONCRETE STAIRSOR LANDING TO BE FINISHEDTO THIS LINE
#4 BARS
#4 BARS2' O.C.
POST DETAIL
8"
4"
6"
SLOPE TO DRAIN
NON-SHRINK GROUT
16 GA. GALV. STEELSLEEVE 3" DIA
NOTES:
1. CEMENT CONCRETE STEPS AND CURBS SHALL BE CONSTRUCTED AS SHOWN ON STND DWG 325.
2. HEIGHT OF RAILING SHALL BE 36" MINIMUM, 38" MAXIMUM TOP OF NOSING TO TOP OF RAILING.
3. PEDESTRIAN RAILING SHALL BE CONSTRUCTED AS SHOWN ON STND DWG 324.
4. CLEAR SPACE BETWEEN BALUSTERS SHALL BE A MAXIMUM OF 4".
5. ALL STEPS SHALL HAVE HANDRAIL ON BOTH SIDES 5.
1'6"
6"1'
Public Works
CEMENT CONCRETE STAIRWAY
STANDARD DETAIL NUMBER: 326 SCALE: NOT TO SCALE
PUBLICATION DATE: REVISION DATE:
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
NOTE:ALL COMPONENTS SHALLBE BLACK.
PIPE SCHEDULE(ALL DIMENSION I.D.)
TOP/BOTTOM RAIL CORNER/ END POST LINE POST1.25" 2.5" 2"
6' MAX
8' TYP
8" CONCRETE AROUND POST6"
2'
2" MAX
FINISHED GRADE OR TOP OF WALL
TENSION BAR
TENSION BAND
CORNER/ END POST(EVERY OTHER POST)
POST CAP
FABRIC: FUSED BONDEDVINYL COLOR BLACKLINE POST CAP
LINE POST
TOP RAILFABRIC TIE
BOTTOM RAIL
CONCRETE
NOTES:
1. RAILING SHALL BE ALUMINUM PIPE RAIL OR APPROVED EQUIVALENT. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.
2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF
FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIALS BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS.
3. ALL ALUMINUM PARTS SHALL BE GIVEN A BLACK ANODIC COATING AT LEAST 0.0006 INCH THICK AND BE HOT WATER SEALED AND
SHALL HAVE A UNIFORM FINISH.
4. WIRE FABRIC SHALL BE GIVEN A BLACK FUSED BONDED VINYL COATING TO MATCH FINISHED POSTS.
5. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE
PERMITTED.
6. ALL MATERIALS SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO
THE JOB SITE.
7. ANY WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH THE LATEST AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL
SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS.
8. RAILS, POSTS AND FORMED ELBOWS SHALL BE A.S.T.M B-241 OR B-429 ALLOY, 6063-T6 SCHEDULE 40 (STD. PIPE). BRACKETS,
ENDCAPS AND OTHER FITTINGS SHALL BE A.S.T.M. 6063-T5. SPLICES AND REINFORCING SLEEVES SHALL BE DRAWN ALUMINUM
TUBING 6063-T832.
9. TOP OF RAIL: 3 FEET 6 INCHES MIN FOR PEDESTRIAN USES/ 4 FEET 6 INCHES MIN FOR COMBINED BICYCLE AND PEDESTRIAN USES
Public Works
CHAIN LINK FENCING
STANDARD DETAIL NUMBER: 327 SCALE: NOT TO SCALE
PUBLICATION DATE: REVISION DATE:
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
1.5% (TYP)2% (MAX)
CROSS-SLOPE
4" HMA (CL 12 IN, PG 58H-22)
4" CSBC, COMPACTEDTO 95% DENSITY
SIDEWALKSEE STD DETAIL 309
AMENITY ZONESEE STD DETAIL 308
7' TYP
ASPHALT
CONCRETE
CSBC
SUBGRADE
0-6"FLUSH SETCONCRETE
CURBSEE DETAIL 1
10"
6"
MATCH ADJACENTBIKE PATH PAVINGSECTION UNLESS
OTHERWISE NOTED
12" R
NON-ROADWAYCEMENT CONCRETE
BIKE PATH
DETAIL 1NTS
BIKE PATHSEE TABLE 1
COMPACTEDSUBGRADE
11 12
THICKENEDSIDEWALK EDGE
0-6"6" SCORED BANDALONG EDGE OF
ADJACENT SIDEWALK
6"
LEGEND
NOTES:
1. ALL PLANS MUST BE APPROVED BY THE CITY PRIOR TO
CONSTRUCTION OF THE BIKE PATH. BIKE PATH CENTERLINE SHALL BE
STAKED IN FIELD BY CONTRACTOR AND APPROVED BY THE CITY
INSPECTOR.
2. MINIMUM BRANCH CLEARANCE ABOVE PATH SURFACE = 7'-0"
(TYPICAL).
3. SEE BIKE LANE MARKINGS - STANDARD DETAIL NUMBER: 410
TABLE 1
USE MINIMUMWIDTH
BIKE PATH(ONE WAY) 5'
BIKE PATH(TWO WAY) 10'
Public Works
OFF-STREET BIKE PATH
STANDARD DETAIL NUMBER: 328 SCALE: NOT TO SCALE
PUBLICATION DATE: REVISION DATE:
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
1.5% (TYP), 2% (MAX)CROSS-SLOPE
7' TYP(SEE NOTE 4)
2'2'
3' MIN6:1 (TYP),3:1 (MAX) REFER TO TABLE 1
4" OF 58" MINUSCRUSHED ROCK,COMPACTED TO95% DENSITY
4" HMA
SUBGRADE COMPACTEDTO 95% DENSITY
NOTES:
1. ALL PLANS MUST BE APPROVED BY THE CITY PRIOR TO CONSTRUCTION OF THE TRAIL. TRAIL CENTERLINE TO
BE STAKED IN FIELD BY CONTRACTOR AND APPROVED BY THE CITY INSPECTOR.
2. ALL HAZARD TREES AND TREE LIMBS, AS DEFINED BY THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES HAZARD TREE BULLETIN, SHALL BE FELLED AND REMOVED FROM THE SITE.
3. SUBGRADE TO BE TREATED WITH AN APPROVED HERBICIDE PRIOR TO PLACING ASPHALT.
4. MINIMUM BRANCH CLEARANCE ABOVE TRAIL SURFACE = 7'-0" (TYPICAL).
5. ANY TRAILS USED FOR MAINTENANCE, 8' MIN. WIDTH.
TABLE 1
USE WIDTHFOOT PATH 5'BIKE PATH(ONE WAY)
8'
BIKE PATH(TWO WAY)
12'
Public Works
TYPICAL TRAIL SECTION
STANDARD DETAIL NUMBER: 329 SCALE: NOT TO SCALE
PUBLICATION DATE: REVISION DATE:
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
ELEVATION
NOTE: ALL LUMBER SHALL BE PRESSURE-TREATED LP-22 OF ASAPPROVED BY OWNER. FASTEN ALL MATERIALS W/ 12d GALVANIZEDCOMMON NAILS UNLESS OTHERWISE INDICATED.
9" O.C. (TYP)
8' (TYP)
ALTERNATE JOINTSW/ TOP 2X4 RAIL
(2) 2X4 HORIZONTALRAILS SANDWICHED
FENCE FABRIC(CONT.) 2X4, 10GA/
10GA WOVENFABRIC, HOT DIP
GALVANIZED FINISH
VERTICAL 2X4 @ POST(4X4 POST BEYOND)
(2) 2X4 HORIZONTALRAILS SANDWICHED
SECTION
1' - 2"
NOTE: DIAGONAL BRACE RAILS (4x4) TO BE
INSTALLED AT ALL END SECTIONS, TOP OF BRACE
AT TOP OF END SECTION/CORNER.
CONCRETE BACK FILL
3'6" - 5'6"
6"
2X6 CAP, EASE ALL EXPOSED EDGES 1 4"
(2) 2X4, INSTALL W/ 38" CARRIAGE BOLDS (TYP)
FENCE FABRIC FACING SIDE
VERTICAL 2X4 AT EACH POST
4X4 POST @ 4'6" O.C.
GRIND BOLTS FLUSH W/ HEX NUT (TYP)
(2) 2X4
2'
Public Works
GREENBELT FENCE
STANDARD DETAIL NUMBER: 335 SCALE: NOT TO SCALE
PUBLICATION DATE: REVISION DATE:
APPROVED BY: TRICIA JUHNKECITY ENGINEER
03/01/2020 02/11/2020
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