STREET DETAILS STR-1 PERFORATED PIPE DETAIL STR-2 PERFORATED PIPE – SPECIAL STR-3 4” OR 6” CONCRETE WALK WITH CONCRETE CURB DESIGN V8 (MODIFIED) STR-4 BITUMINOUS CURB STR-5 DRIVEWAY & ALLEY ENTRANCES STR-6 CONCRETE RETAINING WALL, TYPE L STR-7 CONCRETE STEPS STR-8 STREET RESTORATION OVER TRENCH STR-9 BRICK PAVEMENT RESTORATION STR-10 LUG ANCHOR CONCRETE PAVEMENT STR-11 SILL CURB TYPE B624 (SPECIAL) STR-12 STREET TREE PLANTING ZONE SOIL TREATMENT – BOULEVARD STR-13 STREET TREE PLANTING ZONE SOIL TREATMENT – BEHIND SIDEWALK STR-14A PULL VAULT INSTALLATION A STR-14B PULL VAULT INSTALLATION B STR-14C PULL VAULT INSTALLATION C STR-14D PULL VAULT INSTALLATION D
PERFORATED PIPE DETAIL PERFORATED PIPE – SPECIAL … · 2019-05-03 · str-1 perforated pipe detail str-2 perforated pipe – special str-3 4” or 6” concrete walk with concrete
NOTES: 1. OPTIONAL REINFORCEMENT TIE BARS (INCIDENTAL) IF OPTIONAL REINFORCEMENT TIE BARS (INCIDENTAL) IF CURB IS POURED SEPARATELY FROM SIDEWALK 2. EXACT LOCATION AND ELEVATION OF CONCRETE CURB EXACT LOCATION AND ELEVATION OF CONCRETE CURB WILL BE DETERMINED IN THE FIELD BY THE ENGINEER
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4" OR 6" CONCRETE WALK WITH CONCRETE CURB DESIGN V8 (MODIFIED)
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STR-3
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REVISED/APPROVED 01/20/2017
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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1:1
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VOLUME OF CURB 0.338 CU. FT. PER LIN. FT.
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1" RADIUS
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BITUMINOUS CURB
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2" RADIUS
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BITUMINOUS WEARING COURSE
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BITUMINOUS BINDER COURSE
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BITUMINOUS CURB
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STR-4
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REVISED/APPROVED 02/01/2013
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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A
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A
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.12 FT/FT MAX.
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SECTION A-A
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NOTES: 1. WHERE THERE IS NO SIDEWALK OR THERE IS A GRASS BOULEVARD BETWEEN THE SIDEWALK AND WHERE THERE IS NO SIDEWALK OR THERE IS A GRASS BOULEVARD BETWEEN THE SIDEWALK AND THE BACK OF CURB THE CREST OF THE DRIVEWAY MUST BE AT LEAST 6" ABOVE GUTTER TO CONTAIN RUNOFF. 2. WHERE THERE IS SIDEWALK DIRECTLY BEHIND THE CURB, DRIVEWAY PROFILE SLOPE SHALL BE WHERE THERE IS SIDEWALK DIRECTLY BEHIND THE CURB, DRIVEWAY PROFILE SLOPE SHALL BE FLATTENED TO MEET ADA ACCESSIBLE ROUTE STANDARDS
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MATERIAL STREET SUBGRADE
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.03 FT/FT
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B-624 CURB AND GUTTER
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ADDITIONAL CONTRACTION JOINT REQUIRED WHEN PAVEMENT PANEL EXCEEDS 8.0'
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JOINT DETAIL
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C1 CONTRACTION JOINT SAWED
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PAVEMENT "18"
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SAW CUT PAVEMENT TO OF PAVEMENT THICKNESS13 OF PAVEMENT THICKNESS
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2.0' TAPER
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3.0' TAPER AT ALLEY ENTRANCES
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12" EXPANSION JOINT WHEN ABUTTING SIDEWALK AND CURB
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CONTRACTION JOINT
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B-624 CURB AND GUTTER
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CONCRETE DRIVEWAY PAVEMENT (2531) (MIX 3F52)
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AGGREGATE BASE CLASS 5 UNDER DRIVEWAY PAVEMENT WILL BE CONSIDERED INCIDENTAL TO DRIVEWAY PAVEMENT
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15% MAX. DIFFERENCE
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DRIVEWAY & ALLEY ENTRANCES
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STR-5
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REVISED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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4" CLASS 5 (SPEC. 2211) (INCIDENTAL)
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CURB & GUTTER
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1/4" SLOPE PER FOOT
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EXACT LOCATION AND ELEVATION OF RETAINING WALL WILL BE DETERMINED IN THE FIELD BY THE ENGINEER
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CONCRETE RETAINING WALL, TYPE L, (CONCRETE MIX 3G52) (SPEC 2411)
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12" EXPANSION JOINT (INCIDENTAL)
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HORIZONTAL #4 RE-BARS 12" O.C. (INCIDENTAL)
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SACK RUBBED SURFACE FINISH ON ALL EXPOSED SURFACES. (INCIDENTAL)
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12" EXPANSION JOINT
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4" CONCRETE WALK (SPEC. 2521) (CONCRETE MIX 3F52)
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4" CLASS 5 (SPEC. 2211) (INCIDENTAL)
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VERTICAL #4 RE-BARS 12" O.C. (INCIDENTAL)
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CONCRETE RETAINING WALL, TYPE L
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STR-6
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REVISED/APPROVED 01/20/2017
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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A
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A
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%%USTEP PLAN
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%%USECTION A-A
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NOTES: 1. 5" WIDE RAISED OR LOWERED CHEEK WALLS TO BE DETERMINED IN FIELD BY ENGINEER. 5" WIDE RAISED OR LOWERED CHEEK WALLS TO BE DETERMINED IN FIELD BY ENGINEER. 2. RAILINGS WILL BE REQUIRED WHERE MORE THAN THREE STEPS ARE NEEDED. RAILINGS TO BE PAINTED WITH BLACK PAINT PER CITY STANDARD RAILINGS WILL BE REQUIRED WHERE MORE THAN THREE STEPS ARE NEEDED. RAILINGS TO BE PAINTED WITH BLACK PAINT PER CITY STANDARD SPEC. 2402 3. THE CONCRETE LUG ANCHOR MAY NOT BE NEEDED FOR 2 STEPS OR LESS. THE CONCRETE LUG ANCHOR MAY NOT BE NEEDED FOR 2 STEPS OR LESS. 4. INCLUDES: ALL EXCAVATION (EXCEPT ROCK EXC.), REMOVAL OF EXISTING STEPS, FORMING, CLASS 5, REINFORCING BAR, BACKFILL, AND INCLUDES: ALL EXCAVATION (EXCEPT ROCK EXC.), REMOVAL OF EXISTING STEPS, FORMING, CLASS 5, REINFORCING BAR, BACKFILL, AND CONCRETE (MIX 3G52),
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3/8" PLATE (4 1/2" X 8") WELDED TO POST. FOUR 1/4" X 4 1/2" GALVANIZED BOLTS, DRILLED AND GROUTED INTO CHEEK WALL CONCRETE OR OTHER METHOD OF ATTACHMENT AS APPROVED BY ENGINEER.
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NO.4 ROD 5" C-C
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NO.4 ROD 10" C-C
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TREAD + RISER = 18" RISE WILL BE 4-1/2" MIN., 7" MAX. TREAD 1% SLOPE
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3
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TOP HANDRAIL SHALL BE 1-1/2" TO 2" DIAMETER
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ALTERNATE METHOD OF ATTACHMENT: POST SET IN SLEEVE, PLATE 8400E
GEOTEXTILE FABRIC, TYPE 5 NON-WOVEN, OVERLAP 3' ONTO EXISTING FABRIC OR SUB-GRADE
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SAWCUT EXISTING PAVEMENT
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SAWCUT EXISTING PAVEMENT NOTE: "NEATLINING" WITH JACKHAMMER IS NOT ALLOWED
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GEOTEXTILE FABRIC, TYPE 5 NON-WOVEN, OVERLAP 3' ONTO EXISTING FABRIC OR SUBGRADE
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STREET RESTORATION OVER TRENCH
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STR-8
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REVISED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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2% MAX
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2% MIN
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VARIES
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B624 CURB AND GUTTER (MN/DOT 2531)
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6" AGGREGATE BASE CL5 (MN/DOT 2211)
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9" CONCRETE BASE (MIX 3R52)
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3/4" ASPHALT SETTING BED (MN/DOT 3139)
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2-1/4" BRICK PAVERS
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4" AGGREGATE BASE CLASS 5
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4" CONCRETE BASE (MIX 3R52)
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3/4" ASPHALT SETTING BED (MN/DOT 3139)
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2-1/4" BRICK PAVERS
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7" CONCRETE WALK (MIX 3F52)
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12" EXPANSION BOARD AND SEALANT MN/DOT 3702
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NOTES: 1. REFER TO 2540 BRICK PAVEMENT RESTORATION IN THE CITY OF DULUTH CONSTRUCTION STANDARDS REFER TO 2540 BRICK PAVEMENT RESTORATION IN THE CITY OF DULUTH CONSTRUCTION STANDARDS 2. DRILL AND GROUT 1" DIA. DOWEL BARS (24" LENGTH) 16" O.C. INTO ADJACENT EXISTING CONCRETE BASE DRILL AND GROUT 1" DIA. DOWEL BARS (24" LENGTH) 16" O.C. INTO ADJACENT EXISTING CONCRETE BASE 3. ASPHALT SETTING BED MATERIALS SHALL MEET GRADATION "A" OF TABLE 3139-2 OF MN/DOT 3139 ASPHALT SETTING BED MATERIALS SHALL MEET GRADATION "A" OF TABLE 3139-2 OF MN/DOT 3139 4. CONCRETE MIX 3F52 (SIDEWALK) OR MIX 3R52 (CONCRETE BASE) SHALL MEET THE PROVISIONS OF CONCRETE MIX 3F52 (SIDEWALK) OR MIX 3R52 (CONCRETE BASE) SHALL MEET THE PROVISIONS OF MN/DOT 2301 AND MN/DOT 2461 5. BRICK PAVERS (4" X 8" X 2-1/4") SHALL MEET ASTM C902-79A, EXCEPT AS MODIFIED IN THE CITY OF BRICK PAVERS (4" X 8" X 2-1/4") SHALL MEET ASTM C902-79A, EXCEPT AS MODIFIED IN THE CITY OF DULUTH CONSTRUCTION STANDARDS. BRICK COLOR AND TEXTURE SHALL MATCH EXISTING OR AS APPROVED BY ENGINEER.
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BRICK PAVEMENT RESTORATION
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STR-9
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REVISED/APPROVED 01/20/2017
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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A
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A
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%%UL501E
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%%ULONGITUDINAL ROADWAY PROFILE
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%%ULUG DETAIL
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1
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*ADJUST TO FALL IN THE MIDDLE OF THE CONCRETE PANELADJUST TO FALL IN THE MIDDLE OF THE CONCRETE PANEL
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SEE SPECIAL PROVISIONS FOR INSTALLATION AND MATERIAL DETAILS.
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%%USECTION A-A
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DRAINABLE BASE MATERIALS
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STANDARD CURB & GUTTER
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GENERAL NOTES 1. NO LUG DRAIN REQUIRED ON STREET SECTIONS CONSTRUCTED WITH A NO LUG DRAIN REQUIRED ON STREET SECTIONS CONSTRUCTED WITH A DRAINABLE BASE AND PERFORATED EDGE DRAIN SYSTEM. 2. FINAL GRADING OPERATIONS SHALL BE COMPLETED PRIOR TO EXCAVATING FINAL GRADING OPERATIONS SHALL BE COMPLETED PRIOR TO EXCAVATING FOR LUG ANCHORS. ANY OVER TRENCHING SHALL BE FILLED WITH CONCRETE. 3. LUG ANCHORS SHALL BE CONSTRUCTED 2 DAYS PRIOR TO PAVEMENT LUG ANCHORS SHALL BE CONSTRUCTED 2 DAYS PRIOR TO PAVEMENT CONSTRUCTION, WITH CONCRETE MIX 3G52 HE. 4. ALL REINFORCEMENT TO BE EPOXY COATED NO. 5 DEFORMED BARS AS ALL REINFORCEMENT TO BE EPOXY COATED NO. 5 DEFORMED BARS AS PER MN/DOT SPEC. 3301, GRADE 60 AND TO HAVE A MINIMUM OF 2" COVER EXCEPT AS NOTED.
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3
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LUG ANCHOR - CONCRETE PAVEMENT
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STR-10
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REVISED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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NOTES 1. KEYWAY JOINT APPROXIMATELY 5-1/2'' X 1-1/2'', USE NOMINAL 2" X 6" KEYWAY JOINT APPROXIMATELY 5-1/2'' X 1-1/2'', USE NOMINAL 2" X 6" PLANK TO FORM KEYWAY. 2. CONTRACTOR MAY BEND OR USE THREADED CONNECTOR ON L501E BARS CONTRACTOR MAY BEND OR USE THREADED CONNECTOR ON L501E BARS AND / OR MODIFY KEYWAY TO FACILITATE FINE GRADING UPON APPROVAL BY THE ENGINEER. 3. LUG ANCHOR WIDTH SHALL BE DETERMINED FROM FACE OF CURB MEASURE LUG ANCHOR WIDTH SHALL BE DETERMINED FROM FACE OF CURB MEASURE FOR INTEGRANT CURB DESIGNS, OR EDGE OF PAVEMENT FOR NON-INTEGRANT CURB AND GUTTER DESIGNS.
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GEOTEXTILE FABRIC TYPE
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CITY OF DULUTH DETAIL STR-1 OR EQUIVALENT
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L501E BAR
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UPGRADE
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L503E BAR 3FT LONG FOR REINFORCED CONCRETE PAVEMENT 6FT LONG FOR NONREINFORCED CONC PAVEMENT
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3
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L503E BARS TYP.
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2-L502E BARS
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L501E BARS
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1
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CONCRETE LUG
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DOWEL BAR
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DOWEL BAR
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DOWEL BAR
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SEE LUG DETAIL
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CONDUIT
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3
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2
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1
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3
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4
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1:1
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PULL VAULT EXTENSION LID
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#4 X 6' 6" BARS (EACH LONG SIDE)
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#4 X 5' BARS (EACH SHORT SIDE)
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PULL VAULT EXTENSION
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STANDARD PULL VAULT LID
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STANDARD PULL VAULT
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BACKFILL & COMPACT EVACUATED AREA WITH GRANULAR BORROW
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CONDUIT
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BACKFILL & COMPACT EXCAVATED AREA WITH GRANULAR BORROW
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GROUND
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STANDARD PULL VAULT LID
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STANDARD PULL VAULT
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2
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1
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4
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%%UVAULT INSTALLATION (GROUND)
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HAND HOLE VAULT INSTALLATION
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(SIDEWALK)
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(CITY OWNED)
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PULL VAULT INSTALLATION A
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STR-14A
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REVISED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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5
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5
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CONDUIT
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1
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%%UPULL VAULT EXTENSION AND LID
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%%USTANDARD PULL VAULT AND LID
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(ONLY REQUIRED FOR SIDEWALK INSTALLATIONS)
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%%UPLAN VIEW
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#4 X 5' BARS (EACH SHORT SIDE)
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NO JOINTS WITHIN 15" OF VAULT
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#4 X 6' 6" BARS (EACH LONG SIDE)
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1. OPENINGS FOR CONDUIT SHALL BE SEALED WITH OPENINGS FOR CONDUIT SHALL BE SEALED WITH MATERIAL COMPATIBLE SEALANT 2. PLUG CONDUIT OPENING WITH A DRAINABLE PLUG CONDUIT OPENING WITH A DRAINABLE COMPOUND 3. MOUNT LOCATOR BALL WITH THE TIE WRAP TO EYE MOUNT LOCATOR BALL WITH THE TIE WRAP TO EYE BOLT 4. 1' OF COARSE FILTER AGGREGATE UNDER BASE 1' OF COARSE FILTER AGGREGATE UNDER BASE COMPLYING WITH MNDOT 3149.2H 5. 2 - TYPE 2 SHOULDER SS EYEBOLTS " DIAMETER 2 - TYPE 2 SHOULDER SS EYEBOLTS " DIAMETER 38" DIAMETER BY 1-1/4" SHANK LENGTH WITH HEX NUTS (FOR LOCATOR BALL MOUNTING)
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GENERAL NOTES: 1. DO NOT LIFT ENTIRE PULL VAULT BY LIFTING SLOTS DO NOT LIFT ENTIRE PULL VAULT BY LIFTING SLOTS WITH COVER ATTACHED
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(2) " x 4" PULL SLOTS 12" x 4" PULL SLOTS (FOR COVER LIFTING ONLY)
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MOUNT LOCATOR BALL WITH TIE WRAP TO EYEBOLT
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(CITY OWNED)
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PULL VAULT INSTALLATION B
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STR-14B
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REVISED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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PULL VAULT INSTALLATION C
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STR-14C
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REVISED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
BACKFILL & COMPACT EVACUATED AREA WITH GRANULAR BORROW
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2
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1
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ATTACH SHEATH GROUNDING UNIT TO EYEBOLT
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TO ENCLOSURE
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SPLIT BOLT CONNECTOR (W/TAPE)
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NO. 6 AWG GREEN INSULATED TYPE USE-2 RATED WIRE
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58" X 15' GROUND ROD
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4" PERFORATED PVC PIPE WITH FILTER SOCK
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GROUND
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STANDARD PULL VAULT LID
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STANDARD PULL VAULT
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NO. 6 AWG GREEN INSULATED TYPE USE-2 RATED WIRE
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58" X 15' GROUND ROD
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4" PERFORATED PVC PIPE WITH FILTER SOCK
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INCREASE ROCK DEPTH TO 3' ONLY IF DRAINPIPE IS UNACHIEVABLE
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INCREASE ROCK DEPTH TO 3' ONLY IF DRAINPIPE IS UNACHIEVABLE
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3
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2
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1
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ATTACH SHEATH GROUNDING UNIT TO EYEBOLT
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TO ENCLOSURE
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SPLIT BOLT CONNECTOR (W/TAPE)
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4
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6
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BACKFILL & COMPACT EVACUATED AREA WITH GRANULAR BORROW
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MARKER POST (SEE STD. PLATE 8150)
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PRECAST CONCRETE HEADWALL WITH RODENT GUARD (SEE STD. PLATE 3131)
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4' RIGID PVC SDR 35 AT 1.0% MIN. GRADE TO DAYLIGHT
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MARKER POST (SEE STD. PLATE 8150)
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PRECAST CONCRETE HEADWALL WITH RODENT GUARD (SEE STD. PLATE 3131)
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4' RIGID PVC SDR 35 AT 1.0% MIN. GRADE TO DAYLIGHT
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34" X 1- " "C" CHANNEL 12" "C" CHANNEL CUT TO LENGTH TO FIT WITHIN COVER OPENING
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"Z" BRACKET RESTS ON LIP OF ACCESS COVER OPENING
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OUTDOOR FIBER SPLICE ENCLOSURE
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FIBER CABLES
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CRIMP CONNECTOR
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18" STAINLESS STEEL CABLE
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CRIMP CONNECTOR
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STAINLESS STEEL "S" HOOK
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(CITY OWNED)
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PULL/SPLICE VAULT INSTALLATION
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(SIDEWALK)
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5
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5
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CONDUIT
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%%UPULL VAULT EXTENSION AND LID
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%%USTANDARD PULL VAULT AND LID
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(ONLY REQUIRED FOR SIDEWALK INSTALLATIONS)
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(2) " x 4" PULL SLOTS 12" x 4" PULL SLOTS (FOR COVER LIFTING ONLY)
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MOUNT LOCATOR BALL WITH TIE WRAP TO EYEBOLT
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1. OPENINGS FOR CONDUIT SHALL BE SEALED WITH OPENINGS FOR CONDUIT SHALL BE SEALED WITH MATERIAL COMPATIBLE SEALANT 2. PLUG CONDUIT OPENING WITH A DRAINABLE PLUG CONDUIT OPENING WITH A DRAINABLE COMPOUND 3. MOUNT LOCATOR BALL WITH THE TIE WRAP TO EYE MOUNT LOCATOR BALL WITH THE TIE WRAP TO EYE BOLT 4. 1' OF COARSE FILTER AGGREGATE UNDER BASE 1' OF COARSE FILTER AGGREGATE UNDER BASE COMPLYING WITH MNDOT 3149.2H 5. 2 - TYPE 2 SHOULDER SS EYEBOLTS " DIAMETER BY 2 - TYPE 2 SHOULDER SS EYEBOLTS " DIAMETER BY 38" DIAMETER BY 1-1/4" SHANK LENGTH WITH HEX NUTS (FOR LOCATOR BALL MOUNTING) 6. DRAIN PIPE MAY BE PLACED IN SIDEWALL OF PULL DRAIN PIPE MAY BE PLACED IN SIDEWALL OF PULL VAULT TO ACHIEVE DRAINAGE IN AREAS WHERE MINIMUM PIPE OUTFALL IS AVAILABLE.
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GENERAL NOTES: 1. DO NOT LIFT ENTIRE PULL VAULT BY LIFTING SLOTS WITH COVER ATTACHED DO NOT LIFT ENTIRE PULL VAULT BY LIFTING SLOTS WITH COVER ATTACHED 2. GROUND CONNECTIONS SHALL BE COATE4D WITH OXIDATION PROHIBITING COMPOUND. GROUND CONNECTIONS SHALL BE COATE4D WITH OXIDATION PROHIBITING COMPOUND. 3. CABLE SHALL ENTER BELOW THE SUPPORT BRACKETS WITH A MINIMUM OF 70' OF SLACK FOR EACH CABLE SHALL ENTER BELOW THE SUPPORT BRACKETS WITH A MINIMUM OF 70' OF SLACK FOR EACH CABLE OUTSIDE OF THE ENCLOSURE. CABLE SHALL BE COILED AROUND INSIDE OF SUPPORT BRACKETS. CABLES SHALL BE CUT TO THE SAME LENGTH AT THE ENCLOSURE.
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%%UPLAN VIEW
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#4 X 5' BARS (EACH SHORT SIDE)
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NO JOINTS WITHIN 15" OF VAULT
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#4 X 6' 6" BARS (EACH LONG SIDE)
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(CITY OWNED)
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PULL VAULT INSTALLATION D
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STR-14D
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REVISED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
![[XLS] · Web viewSTR 20015 STR 30105 STR 30115 STR 30123 STR 30125 STR 30130 STR 40090 ORİ STR 40115 STR 41090 ORİ STR 44115 STR 45111 STR 50020 STR 50103A STR 50112 STR 50113A](https://img.pdfslide.us/doc/110x75/5ad04b0c7f8b9a1d328e1e93/xls-viewstr-20015-str-30105-str-30115-str-30123-str-30125-str-30130-str-40090.jpg)
