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HomeMy WebLinkAboutEdina Standard Plates Book Feb 2017 CITY OF EDINA ENGINEERING DEPARTMENT STANDARD DETAIL PLATES Updated February 2017 INDEX WATERMAIN HYDRANT AND GATE VALVE 100 Rev. 1-16 GATE VALVE AND BOX 105 Rev. 4-09 BUTTERFLY VALVE AND BOX 106 Rev. 1-17 TRACER WIRE ACCESS BOX 110 Rev. 1-16 AIR RELEASE VALVE AND GATE VALVE 115 Rev. 1-15 CONCRETE THRUST BLOCK 120 Rev. 4-09 OFFSET WATERMAIN 125 Rev. 2-14 SANITARY SEWER AND STORM SEWER STRUCTURES STANDARD SANITARY MANHOLE 200 Rev. 1-16 SANITARY DROP MANHOLE (LOW-PROFILE INSIDE DROP) 206 Rev. 3-14 RETROFIT DRAINAGE STRUCTURE 210 Rev. 1-16 TYPE “BB” CATCH BASIN 220 Rev. 1-16 TYPE “CC” CATCH BASIN MANHOLE 230 Rev. 1-17 TYPE “DD” CATCH BASIN MANHOLE WITH SUMP 235 Rev. 1-17 FLARED END SECTION 240 Rev. 1-17 SEWER AND WATER CONNECTIONS SEWER AND WATER SERVICE CONNECTION 300 Rev. 1-17 SEWER AND WATER SERVICE CONNECTION WITH RISER 301 Rev. 1-17 SEWER SERVICE CLEANOUT 305 Rev. 1-16 SUMP DRAIN 310 Rev. 1-17 SUMP DRAIN SERVICE CONNECTION 311 Rev. 1-17 SUBSURFACE DRAINS 315 Rev. 1-17 PIPE BEDDING PIPE BEDDING DETAIL 380 Rev. 4-09 CONCRETE DESIGN RESIDENTIAL DRIVEWAY APRONS 400 Rev. 1-17 RESIDENTIAL DRIVEWAY APRONS WITH CONCRETE WALK 405 Rev. 1-17 COMMERCIAL DRIVEWAY APRONS 410 Rev. 1-17 COMMERCIAL DRIVEWAY APRONS WITH CONCRETE WALK 415 Rev. 1-17 CONCRETE WALK 420 Rev. 1-17 CONCRETE CURB AND GUTTER 500 Rev. 1-16 B618 CURB AND GUTTER TRANSITION 505 Rev. 1-17 VALLEY GUTTER 510 Rev. 1-17 MISCELLANEOUS NATURAL STONE RETAINING WALL 520 Rev. 1-16 SAW AND SEAL BITUMINOUS STREET 525 Rev. 4-09 PAVER WALK/TREE GRATE 530 Rev. 1-15 BITUMINOUS ROADWAY REPAIR 540 Rev. 1-17 BITUMINOUS ROADWAY PATCHING (0-4 YEARS) 541 Rev. 1-17 BITUMINOUS ROADWAY PATCHING (5-8 YEARS) 542 Rev. 1-17 BITUMINOUS ROADWAY PATCHING (9+ YEARS) 543 Rev. 1-17 BITUMINOUS ROADWAY INFRARED REPAIR 544 Rev. 1-17 CONCRETE ROADWAY REPAIR 545 Rev. 1-17 LIGHTING RESIDENTIAL 25’ COBRAHEAD 600 Rev. 1-16 RESIDENTIAL 25’ SHOEBOX 605 Rev. 1-08 30’ SHOEBOX 606 Rev. 1-08 WASHINGTON ACORN 610 Rev. 2-15 COACH LANTERN 615 Rev. 2-15 POSTOP LANTERN 618 Rev. 2-15 ARLINGTON LANTERN 620 Rev. 2-15 PENDANT LUMINAIRE 625 Rev. 2-15 COMMERCIAL COBRAHEAD 630 Rev. 1-16 SIGNAGE ROADWAY SIGNAGE 700 Rev. 2-17 ROADWAY SIGNAGE 705 Rev. 1-17 ROADWAY SIGNAGE 710 Rev. 1-17 CROSSWALK PAVEMENT MARKINGS 716 Rev. 1-17 BIKE LANE SYMBOL AND SIGN LOCATION 720 Rev. 1-15 PAVEMENT MARKINGS FOR BICYCLE LANES ON A TWO-WAY STREET 721 Rev. 3-13 PAVEMENT MARKINGS FOR BICYCLE LANES AT AND IN RIGHT TURN LANES 722 Rev. 3-13 BIKE LANE PAVEMENT MARKING DIMENSIONS 725 Rev. 1-17 BIKEWAY SIGNAGE 730 Rev. 1-17 TYLER DROP LID NO. 6865 OR MUELLER COVER NO. H-10361 OR APPROVED EQUAL LABELED WATER e GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING. 1/2" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR. ---•-'16-5/8"..-l •-- -----j 7-1/8" ~ f f--7-3/8"--J G-~ tT~·-a···· TOP SECTION ~~=~f::~ -41 l+-5-3/4" ---l. 7-1/8"1--- 1 1-1/2" T TYLER (NO. 58, 59 & 60) MUELLER (NO. 58 & 59) OR APPROVED EQUAL NOTES: ALL BOLTS INCLUDING T-BOLTS SHALL BE COR-BLUE. OPERATING ROD EXTENSION SHALL BE INSTALLED ON ALL GATE VALVES DEEPER THAN 9'. GATE VALVE AND BOX SHALL BE STRAIGHT, ALLOWING A 4" PVC PIPE TO SLIDE DOWN THE BOX AND OVER THE GATE OPERATING NUT PROTECTO CAP FINISHED GRADE VI. V-' '<I'' 'ti.. • "i: 'ti.. .1,: 'ti..-:': ' 'A' '.0.' '_.b. v• -"•. -'• i---14-3/4"---•-ll I i----17-1/4"------l· 8" CONCRETE BLOCK NO. 6 ROUND BASE ADJUST TOP TO 1/4" BELOW BLACKTOP GRADE OR 1" BELOW FINISHED BOULEVARD GRADE AND SHALL BE SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT. GATE VALVE BOX, SCREW TYPE, THREE PIECE, 5 1/4" SHAFT, SIZE G BOX 7'-6" EXTENDED NO. 6 ROUND BASE GATE VALVE AND BOXES SHALL BE: TYLER SERIES NO. 6860 MUELLER NO. H-10357 OR APPROVED EQUAL r G.V. ADAPTOR AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL SEE ABOVE DETAIL ALL GATE VALVES SHALL BE OF RESILIENT WEDGE TYPE CONFORMING TO AWWA C515 STANDARDS. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. GATE VALVE AND BOX REVISED: 04-09 i----------;;~-;t:J----r--::--:---::-4--------------l STANDARD PLATE APPROVED: CITY ENGINEER 105 --.. -ii 6-5/8"'"'"1 ... ----j 7-1/8" I-- TOP SECTION ~;=~;'::? 1 1-1/2" T TYLER DROP LID NO. 6865 OR MUELLER COVER NO. H-10361 OR APPROVED EQUAL LABELED WATER e ++. f---1-3/8"---l ll_~ --H l+--5-3/4" -j · 7-1/8"1-- TYLER (NO. 58, 59 & 60) MUELLER (NO. 58 & 59) OR APPROVED EQUAL FINISHED GRADE V!. V-' .. ' ADJUST TOP TO 1/4" BELOW BLACKTOP GRADE OR 1" BELOW FINISHED BOULEVARD GRADE AND SHALL BE SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT. BUTTERFLY VALVE BOX, SCREW TYPE, THREE PIECE, 5 1/4" SHAFT, SIZE G BOX 7' -6" EXTENDED NO. 6 ROUND BASE BUTTERFLY VALVE AND BOXES SHALL BE: TYLER SERIES NO. 6860 MUELLER NO. H-10357 OR APPROVED EQUAL BUTTERFLY ADAPTOR AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL >;}>~Y:~~l.: ~ 8" CONCRETE BLOCK I f-5·~ .. 1 i--10-1/4" BOTTOM SECTION NOTES: ALL BOLTS INCLUDING T-BOLTS SHALL BE COR-BLUE. OPERATING ROD EXTENSION SHALL BE INSTALLED ON ALL GATE VALVES DEEPER THAN 9'. BUTTERFLY VALVE AND BOX SHALL BE STRAIGHT, ALLOWING A 4" PVC PIPE TO SLIDE DOWN THE BOX AND OVER THE GATE OPERA TING NUT. • • 1 •• ' -" •. -" •• BUTTERFLY VALVES * • ONLY RIGHT HANDED VALVES ALLOWED BUTTERFLY VALVES SHALL BE USED ON 16" DIA. WATERMAIN AND LARGER. VALVES SHALL BE KENNEDY, MUELLER, DRESSER 450, PRATI "GROUNDHOG," OR APPROVED EQUAL CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. BUTTERFLY VALVE AND BOX REVISED: 01-17 1--~~~~~~~~-::-~-:----:;:;~""""h~~~~~~~--1 STANDARD PLATE APPROVED: CITY ENGINEER 106 Native Soil Carson L—Series 2200-18 Cover w/ Dallas Lock Detail Drill 6—i inch holes in cover for venting 2 67 A.R.I. Underground Air Valve System 0-090—PU 5' Height PVC 5DR26 18" Gate Valve Ductile Iron Spool Piece MnDot 3149.2 H Coarse Filter Aggregate 1 C.Y. 6" 22.5' Bend Watermain 6" MJ x FL 4" 90* Bend 8' Concrete Block Concrete Thrust Block Cover w/ 2 layers polyethylene (4 nil) AIR RELEASE VALVE AND GATE VALVE REVISED: 01-15 STANDARD PLATE 1 1 5 CITY OF EDINA ENGINEERING & PUBLIC En; * _a WORKS DEPTS. APPROVED: CITY ENGINEER -e--SEE NOTE 2 CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT OF PIPE PLAN BEDDING MATERIAL go• BENDS PLACE PLASTIC SHEETING AGAINST PIPE AS SHOWN CONCRETE APPROXIMATE 1:1 SLOPE WHERE DEPTH BELOW PIPE EXCEEDS 6". SECTION A-A BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND SIZE B 1 D 1 B2 D2 6" 1'-5" 1'-5" 1'-5" 1'-5" 8" 1'-5" 1'-5" 2'-1" 1'-6" 12" 1'-10" 1'-10" 3'-4" 2'-0" 16" 3'-0" 2'-0" 3'-10" 3'-0" 20• 3'-6" 2'-8" 5'-6" 3'-4" 24" 4'-4" 3'-0" 6'-10" 3'-10" 1 TEES/90' BEND B3 D3 2·-1· 1'-6" 2'-8" 2'-0" 4'-9" 2'-6" 6'-2" 3'-6" 8'-4" 4'-0" 9'-8" 5'-0" 11=1 =rn-- 'TJ=-T'""" PLAN -22 1 /2·-45· BENDS PLAN -45· BENDS NOTES: 1. DIMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 PSI AND AN EARTH RESISTANCE OF 1 TON PER SQ. FT. 2. DIMENSION C1,C2,C3 SHOULD BE AS LARGE ENOUGH TO MAKE ANGLE > 45 DEGREES. 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH M.J. BOLTS. 4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST FlRM UNDISTURBED EARTH. 5. MEGA LUGS MAY BE USED IN CONJUNCTION WITH MIXED CONCRETE THRUST BLOCKING. 6. READY MIX CONCRETE ONLY MAY BE USED (MNDOT SPEC. 2461, GRADE 'B') CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. CONCRETE THRUST BLOCK REVISED: 04-09 APPROVED: CITY ENGINEER STANDARD PLATE 120 •=t117 I IL_ W Z < CO J <0 nu < > CONNECT TO EXISTING WATERMAIN WITH SLEEVE AS NEEDED MECH. COMPACTED GRANULAR BACKFILL INSULATION PER PLAN / SPEC REQUIREMENTS CONNECT TO EXISTING WATERMAIN 45' BEND 45 BEND 2' MIN. GRADE TIE ALL JOINTS WITH MEGALUG RESTRAINTS (8 REQUIRED). NOTES: 1. USE MEGALUG THRUST RESTRAINTS ON ALL FITTINGS. 2. SEE STANDARD PLATE 120 TO DETERMINE THE REQUIRED CONCRETE THRUST BLOCKING. 3. INSTALL POLY WRAP AROUND ALL PIPE AS DIRECTED BY THE ENGINEER. 4. ALL NUTS AND BOLTS TO BE COR-BLUE OR APPROVED EQUAL. 5. MAINTAIN A 2.0' (MIN.) CLEAR ZONE SEPARATION BETWEEN CONFLICTING UTILITIES. REVISED: 02-14 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. OFFSET WATERMAIN STANDARD PLATE 125 APPROVED: CITY ENGINEER 27" N SLOPE 2"/FOOT ADJUST MANHOLE FRAME AND CASTING TO 1/4" MIN. - 1/2" MAX. BELOW FINISH BLACKTOP GRADE. 1/4" MIN. - 3/8" MAX. ON RECON. PROJECTS. CONE 4'MAX. v-• MANHOLE FRAME AND CASTING NEENAH R-1733, SELF SEALING LID, WITH SOLID COVER AND TWO CONCEALED PICK HOLES OR APPROVED EQUAL. LID SHALL BE LABELED "SANITARY" WITH 2" RAISED LETTERS. CONCRETE ADJUSTING RINGS AS REQUIRED. MORTAR BETWEEN CASTING, CONCRETE ADJUSTING RINGS, AND STRUCTURE (NON-SHRINKING GROUT REQ.). INSTALL MINIMUM NUMBER OF RINGS THROUGH USE OF 2", 6", AND 1' ADJUSTING RINGS (2' MAX. HEIGHT). EXTERNAL SEAL SHALL BE INSTALLED IN CONJUNCTION WITH ADJUSTING RINGS AND CASTING ASSEMBLY. PRECAST REINFORCED ECCENTRIC CONE & RISER SECTIONS AS CONFORMING TO ASTM C478. 48" v• JOINTS BETWEEN PRECAST SECTIONS SHALL USE 0-RING RUBBER GASKETS CONFORMING TO ASTM C443. 5" MIN FLOW POSITIVE MECHANICAL SEAL STAINLESS STEEL EXTERNAL CLAMP WITH DRAW NUTS AND BOLTS (KOR-N-SEAL BOOT BY NPC OR APPROVED EQUAL). ' . . . . . . . . PRECAST OR POURED CONCRETE BASE. VARIES 8" I • 6' 0" A SECTION A-A MECHANICALLY COMPACT 4" GRANULAR MATERIAL FOR LEVELING (MNDOT 3149.2F) ORDINARY COMPACTION. GROUT BOTTOM OF MANHOLE TO 2/3 DIAMETER OF PIPE AND SLOPE GROUT 2" PER FOOT. STANDARD SANITARY REVISED: 01-16 SMN /0.17f MANHOLE APPROVED: CITY ENGINEER CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. STANDARD PLATE 200 DROP BOWL MOUNTING POSITION INSIDE DROP — PLAN RELINER ® INSIDE DROP BOWL SECURED WITH STAINLESS STEEL BOLTS 316 GRADE FERNCO FLEXIBLE COUPLING OR EQUAL c_ COMPRESSION COUPLING MORTAR REUNER a STAINLESS STEEL STRAPS OR EQUAL. SECURE TO STRUCTURE WITH 2 STAINLESS STEEL BOLTS 316 GRADE. STRAP AT 4' INTERVALS (MIN. OF 2) GLUE FITTING BELL & SPIGOT SWEEP ELBOW EMBEDDED IN CONC. AT 45' W/ SEWER FLOW NOTES: 1. ALL INSIDE DROP CONNECTIONS FOR SERVICES AND COLLECTOR SEWERS SHALL USE THE DROP BOWL AS PRODUCED BY: RELINER—DURAN, INC. 53 MT. ARCHER RD, LYME, CT 06371 (860)434-0277 FAX: (860)434-3195 2. SECURE DROP PIPE TO MANHOLE WALL WITH RELINER—DURAN, INC STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS. REVISED: 03-14 STANDARC PLATE 206 SANITARY DROP MANHOLE (LOW-PROFILE INSIDE DROP) 2410 i/. XL- CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. APPROVED: CITY ENGINEER CASTING DETAIL -SEE NOTES~ . ' "' VARIES 1' TO 2' SECTION 'II'' -v. - b.. '·~"fb. '"<t..·b. ----VARIES -----r 5• ,, , . . .... · ..... · .. ":. ......... ·· .... ··. · ........... · ........... · .. ··. · ........ ·· .......... ··. · . ... .... .... .... .... .... ..... ... .... .... ..... ... .... ..... .. . . . '• .......... '•. '• ......................... '• .. ·· .. ·· .. ·· .. ·· .. ·· .. ·· .. ·· ...... ·· .. ·· ...... ·· .. ·· .. ·· .. ·· . . ... · .. ··. · .. ··. · .. ·•. · .. ·· .... ·· ....... · ..... · .. ··. · ..... · .. ··. · ..... · .. ·· .... ··. · ....... NOTES: BULKHEAD STYLE CURB: CASTING SHALL BE A NEENAH R-3067-V OR VB. BULKHEAD STYLE CURB, BIKE LANES: CASTING SHALL BE A NEENAH R-3067-L. SURMOUNTABLE STYLE CURB: CASTING SHALL BE A NEENAH R-3501-TR OR TL. CASTING IN PAVEMENT SHALL BE A NEENAH R-1733 WITH TYPE C RADIAL LID. CONCRETE ADJUSTING RINGS AS REQUIRED. MORTAR BETWEEN CASTING, CONCRETE ADJUSTING RINGS, AND STRUCTURE (NON-SHRINKING GROUT REQ.). INSTALL MINIMUM NUMBER OF RINGS THROUGH USE OF 2", 6", AND 1' ADJUSTING RINGS (2' MAX. HEIGHT). CONCRETE COLLAR TO ENCASE CASTING AND RINGS. CURB MIX SHALL BE USED FOR CONCRETE COLLAR. 6" REINFORCED CONCRETE SLAB (SEE Mn/DOT STD. PL T. 4020). JOINTS BETWEEN PRECAST SECTIONS SHALL USE 0-RING RUBBER GASKETS CONFORMING TO ASTM C443. PRECAST REINFORCED MANHOLE SECTION. CONFORMING TO ASTM C478. 6" REINFORCED CONCRETE BASE MECHANICALLY COMPACTED 4" GRANULAR MATERIAL FOR LEVELING (MN/DOT 3149.2F) (ORDINARY COMPACTION) REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~~~~-=-=---=....;:........;::;..;,...;;-=..;;......:'-=--'~,...::....::.=-.:.o....::..::....;;...;;;:;;....;;===--~~~---1STANDARD PLATE APPROVED: CITY ENGINEER 230 ,, -. I'' ·' ·' ·' ·' ·' NOTES: BULKHEAD STYLE CURB: CASTING SHALL BE A NEENAH R-3067-V OR VB. BULKHEAD STYLE CURB, BIKE LANES: CASTING SHALL BE A NEENAH R-3067-L. SURMOUNTABLE STYLE CURB: CASTING SHALL BE A NEENAH R-3501-TR OR TL. CASTING IN PAVEMENT SHALL BE A NEENAH R-1733 WITH TYPE C RADIAL LID. CONCRETE ADJUSTING RINGS AS REQUIRED. MORTAR BETWEEN CASTING, CONCRETE ADJUSTING RINGS, AND STRUCTURE (NON-SHRINKING GROUT REQ.). INSTALL MINIMUM NUMBER OF RINGS THROUGH USE OF 2", 6", AND 1' ADJUSTING RINGS (2' MAX. HEIGHT). CONCRETE COLLAR TO ENCASE CASTING AND RINGS. CURB MIX SHALL BE USED FOR CONCRETE COLLAR. 6" REINFORCED CONCRETE SLAB (SEE Mn/DOT STD. PL T. 4020). JOINTS BETWEEN PRECAST SECTIONS SHALL USE 0-RING RUBBER GASKETS CONFORMING TO ASTM C443. PRECAST REINFORCED MANHOLE SECTION. CONFORMING TO ASTM C478. 6" REINFORCED CONCRETE BASE V ,_I V !. I V-' l . '•:.t>.-.',:·t:_ .',:.-t>. .':•t>. .',~ .. t>. .'~·t>. .'-:.t>. .! . ~ MECHANICALLY COMPACTED 4" GRANULAR MATERIAL FOR LEVELING (MN/DOT 3149.2F) (ORDINARY COMPACTION) .... : .... · ..... · .. ··. · .. "· : .... · .. "· :. ··. :. ··. · .. ··. : .... : .... · ..... · ..... · ..... ·. :·:::·:.·:·:.·:·:.·:·:.·:·:::·:.·:·:.·:·:.·:·:::·:.·:·:.·:·:.·:·:.·:·:.· .. ·· .. ··. ,'• .. ·· .. ·· .. ·· .. ·· .. ·· .. ·· .. ·· .. ·· .. ·· .. ·· .. ·· .. ·· . . ... : .... · ..... · .. ··. · ..... · .. ··. · ..... : .... · .. ··. :. ··. : .... : .... · ..... : .... : .... ·. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. TYPE "DD" REVISED: 01-17 APPROVED: CITY ENGINEER TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT 60 DEGREES FROM TOP OF PIPE. PROVIDE 3 CUPS TO FASTEN TRASH GUARD TO FLARED END. HOT DIP GALVANIZE AFTER FABRICATION. RIPRAP AS SPECIFlED IN MnDOT STANDARD SPECS. 2511.3 AND 3601.2. RIP RAP QUANTITY SHALL BE IN ACCORDANCE WITH MnDOT STD. PLT. 3133 NOTES: TRASH GUARDS TO BE INSTALLED ON 18" OR LARGER SIZED INLETS. TRASH GUARDS MAY BE INSTALLED ON OUTLETS AT THE DISCRETION OF THE ENGINEER. BOLT "H" SIZE ANCHOR BOTH SIDES UNDER FULL LENGTH OF FLARED END SECTION SAND FlLTER BLANKET FlLTER FABRIC PLAN VIEW FlLTER FABRIC SECTION A-A SECTION 8-8 FLARED END SECTION REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~~~~~~~....--,..~~~__,,1<--~~~~~~~~-----i STANDARD PLATE APPROVED: CITY ENGINEER 240 tfQIES:_ ANY CURB STOP LOCATED IN BLACKTOP OR CONCRETE DRIVEWAY OR SIDEWALK SHALL BE COVERED WITH METER BOX COVER (FORD A-1) OR APPROVED EQUAL ALL WATER SERVICES SHALL BE 1" MIN., TYPE K COPPER, AND SHALL USE A SMITH BLAIR STAINLESS STEEL SADDLE TYPE f/317 OR #372, OR APPROVED EQUAL WATER SERVICE MUST BE CONTINUOUS WITH NO JOINTS UNLESS SERVICE IS OVER 100' LONG. SANITARY AND WATER SERVICE LINES SHALL BE INSTALLED IN THE SAME TRENCH WITH 3' OF SEPARATION. EXCESSIVE SANITARY SEWER MAIN-LINE DEPTH SHALL BE REVIEWED AND APPROVED BY THE ENGINEER. VARIES (SEE PLAN) VARIES (SEE PLAN) ADJUST CURBSTOP TO 1" BELOW FINISHED GRADE CURB BOX SHALL BE MUELLER H-10300 MINNEAPOLIS PATTERN 1 1/4" STACK FOR USE WITH 1" CURB STOP. 1" CURB STOP SHALL BE MUELLER H-15154 MINNEAPOLIS PATTERN OR APPROVED EQUAL ALL STOPS SHALL BE FLARED FOR BOTH INLET & OUTLET. WATER MAIN CORPORATION STOP SHALL BE MUELLER H-15000 OR APPROVED EQUAL WITH MUELLER THREAD FLARE TYPE JOINT. WATER SERVICE CONCRETE BRICK 1' 4" OR 6" PVC SDR 26 SEWER SERVICE I PIPE. MIN SLOPE 1/4" PER FT. (2.0%)_/ 12" REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~~~~~~~-=;...-=-;.....:....:c_:..::=-..;::;..._;:_.;.....;;;.....:......;;..__~~~~~~----1STANDARD PLATE APPROVED: CITY ENGINEER 300 VARIES (SEE PLAN) VARIES (SEE PLAN) STEEL FENCE POST J 7.5' MIN. CURB BOX SHALL BE MUELLER H-10300 MINNEAPOLIS PATTERN 1 1/4" STACK FOR USE WITH 1" CURB STOP. 1" CURB STOP SHALL BE MUELLER H-15154 MINNEAPOLIS PATTERN OR APPROVED EQUAL ALL STOPS SHALL BE FLARED FOR BOTH INLET & OUTLET. I 1' l ~ 2"x2" .... MARKER t Ffn ~ 0:: LI.I 0.. !!;; 0.. LI.I:::> 0 c8 0:: 0.. :Z 0:: WATER MAIN_/ WATER SERVICE CONCRETE BRICK CORPORATION STOP SHALL BE MUELLER H-15000 OR APPROVED EQUAL WITH MUELLER THREAD FLARE TYPE JOINT. !$! -Ul ::::ii< 0:: LI.I bo:: Ul T'""Q ~ CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. MIN SLOPE 1/4" PER FT. (2.0%) STUB ELEV. 4" OR 6" PVC SOR 26 SEWER SERVICE PIPE. SANITARY SERVICE WYE TURNED UP AT A 45' SANITARY SEWER MQIE.S.:_ ANY CURB STOP LOCATED IN BLACKTOP OR CONCRETE DRIVEWAY OR SIDEWALK SHALL BE COVERED WITH METER BOX COVER (FORD A-1) OR APPROVED EQUAL ALL WATER SERVICES SHALL BE 1" MIN., TYPE K COPPER, AND SHALL USE A SMITH BLAIR STAINLESS STEEL SADDLE TYPE #317 OR #372, OR APPROVED EQUAL WATER SERVICE MUST BE CONTINUOUS WITH NO JOINTS UNLESS SERVICE IS OVER 100' LONG. SANITARY AND WATER SERVICE LINES SHALL BE INSTALLED IN THE SAME TRENCH WITH 3' OF SEPARATION. EXCESSIVE SANITARY SEWER MAIN-LINE DEPTH SHALL BE REVIEWED AND APPROVED BY THE ENGINEER. SANITARY SEWER SERVICE RISER SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND COMPACTED. SEWER AND WATER SERVICE REVISED: 01-17 APPROVED: CITY ENGINEER EXISTING GRADE lll.QlESL SUMP DRAIN PIPE SHALL BE SECURELY SET INTO EXISTING CATCH BASINS OR MANHOLES USING GROUT OR APPROVED PIPE SEALS SO THAT S1RUCTURE IS WATERTIGHT. RODENT GUARDS SHALL BE INSTALLED AT EACH OF THESE CONNECTIONS. INSTALL CLEANOUTS AT 300 FOOT INTERVALS (MAX.) TEES, AND ENDS OF LINES. CON1RACTOR SHALL PROVIDE CITY 'MTH SURVEY QUALITY XVZ LOCATES OF CLEANOUTS FOR UTILITY ASBUILT RECORDS. ELEVATION VIEW ALL PVC CLEANOUTS SHALL BE 3" -6" BELOW FINISHED GRADE AND HAVE A THREADED PLUG FITTING (SCHEDULE 40). (TYP.) 1RACER 'MRE END OF LINE~ 90' RADIUS BEND ~ 6" PVC/HOPE SUMP DRAIN PIPE CROSS SECTION VIEW EXISTING GRADE ~ . i~ ... •· . . 4:f • • d • . ., • 4. 3' OR SERVICE TEES SHALL BE r--1.5' DIR:6'TED INSTALLED AT THE DIRECTION~! (MIN.) BY THE OF THE ENGINEER. ':I-ENGINEER Lt_=li~ j 4• PVC SDR 35 OR-r~e• SUMP ORAIN PIPE 4• PVC C900 (HOPE SOR 17, PVC SOR 35, OR PVC C900) SUMP DRAIN 1RACER 'MRE ACCESS BOX (EDINA STANDARD PLATE 110) 1RACER 'MRE SHALL RUN THE FULL LENGTH OF CLEANOUT AND BE INSTALLED IN A 1RACER 'MRE ACCESS BOX PER EDINA STANDARD PLATE 110 (TYP.) *NOT TO SCALE* CURB & GUTTER lll.QlESL CONNECTIONS TO SUMP DRAIN PIPE SHALL BE MADE 'MTH A FERNO BRAND FLEXIBLE SADDLE TEE/WYE, A PVC TEE/WYE, OR APPROVED EQUAL CON1RACTOR SHALL PROVIDE CITY 'MTH SURVEY QUALITY XVZ LOCATES OF SERVICE TEES FOR UTILITY ASBUIL T RECORDS. *NOT TO SCALE* REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~~~~~~---..,.,,....,..~~~~~.,....-~~~~~~~--1 STANDARD PLATE APPROVED: CITY ENGINEER 310 UPPER FLOOR OF HOUSE HOUSE BASEMENT FLOOR SLAB :" ... :· ·:: .. ~ .. ___ _,___~-+-+-.-_~ .• -1 .. _::;:-.: : ... SUMP BASKET SUMP PUMP MOTOR t::J..QifS:... UNCONNECTED SUMP DRAIN SERVICE PIPING SIZED TO ACCEPT ALLOWABLE DISCHARGE EXISTING GRADE (3" MIN. RECOMMENDED) 5' MIN. CONNECTED SUMP DRAIN SERVICE SUMP PUMP CONNECTION PERMIT REQUIRED PRIOR TO EXCAVATION. CONNECTION SHALL BE INSPECTED AND APPROVED BY CITY STAFF PRIOR TO BACKFIWNG. UPPER FLOOR OF HOUSE HOUSE BASEMENT FLOOR SLAB SUMP BASKET SUMP PUMP MOTOR CITY SUMP DRAIN (SEE EDINA STANDARD PLATE 310) PROPERTY LINE ~ . . 6"X4" FERNO FLEXIBLE SADDLE TEE/WYE, PVC TEE/WYE, OR APPROVED EQUAL CURB & GUTTER *NOT TO SCALE* CONNECTION DETAIL CURB & GUTTER 3' TYP. *NOT TO SCALE* REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~~~~--=-=-.:.....::..-"--'-...;:;...;=--=-=..;.....;;..:;..~;;...=."""°"'--''--=-..;;._;;_~~~~---1 STANDARD PLATE APPROVED: CITY ENGINEER 311 ~ SUBSURFACE DRAINS SHALL CONNECT TO STORM SEWER STRUCTURES PARALLEL TO THE CURB AND GUTTER OR BEHIND THE BACK OF CURB. CORE DRILLED OR PREFORMED HOLES ARE REQUIRED FOR ALL CONNECTIONS. RODENT GUARDS SHALL BE INSTALLED AT EACH CONNECTION. CATCH BASIN CASTING CURB AND GUTTER STORM SEWER CROSS SECTION VIEW EXISTING GRADE -I 1· ~ CURB AND GUTTER APPROVED BACKFlLL SEE FlNE FlL TER AGGREGATE DETAIL BELOW 4" DIA. PERFORATED PE PIPE MEETING MnDOT SPEC 3245 AND 3278 FINE FILTER AGGREGATE DETAIL FlNE FlL TER AGGREGATE MnDOT 3149.2J PROTECTIVE WRAP MnDOT 3245 AND 3278 J_ -t 2" MAX -1 2' 1 SUBSURFACE DRAINS 2' MIN *NOT TO SCALE* REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. r--~~~~~~----,,..-,--,,-~--::----:=--.,..+-~~~~~~~----1 STANDARD PLATE APPROVED: CITY ENGINEER 315 NDTE1 PIPE BEDDING DETAIL INTENDED FOR RCP, PVC, DIP, AND VCP. Be + 8" MIN. CLASS A COMPACTED SUITABLE BACKFILL 12" NOTE "Be" DENOTES OUTSIDE DIAMETER OF PIPE COMPACTED SUITABLE BACKFILL PIPE DIAMETER(D) 36" OR LESS 42" TO 54" 60" OR OVER CLASS B CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. B Be + 24" 1.5 X Be Be + 36" 12" MIN 0.5 Be Be/4 BUT NOT LESS THAN 6" OF SELECT GRANULAR BACKFILL B COMPACTED SUITABLE BACKFILL PIPE DIAMETER(D) 36" OR LESS 42" TO 54" 60" OR OVER CLASS C PIPE BEDDING DETAIL B Be + 24" 1.5 X Be Be + 36" REVISED: 04-09 1--~~~~~~~-:r--:-~~~~-,,-~~~~~~~~--1 STANDARD PLATE APPROVED: CllY ENGINEER 380 DOGLEG JOINT <! EXPANSION JOINT (CONCRETE DRIVEWAYS ONLY) <J 1" ROUNDED LIP CURB AND GUillR ® EXISTING DRIVEWAY (30 MAX. WIDTH AT ROW) <J <J . LI l EXISTING BITUMINOUS@ PAVEMENT *NOT TO SCALE* 3' RAD. (TYP.) EDGE OF EXISTING PAVEMENT EXPANSION JOINT (CONCRETE DRIVEWAYS ONLY) NO CURB AND GUTTER ® EXISTING DRIVEWAY (30 MAX. WIDTH AT ROW) 8.0' MAX. <J. <J . LI END OF CURB CD RETURN }8" lt-•<--_,, .. -il t EXISTING 3.o' BITUMINOUS SAWCUT LINE t BITUMINOUS PATCH@ PAVEMENT .t:l.QIES:.. *NOT TO SCALE* CONCRETE APRON SHALL BE 6" THICK WITH 6" AGGREGATE BASE CLASS 5. CD 50' MINIMUM BETWEEN END OF CURB RETURN AND INTERSECTION RETURN. @ FORM JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE, SYMMETRIC PANELS (MAX. AREA 64 SF). JOINTS SHALL BE TROWELED AND MATCH EXISTING DRIVEWAY PATTERN WHERE FEASIBLE. @ CONTRACTOR SHALL PROTECT EXISTING BITUMINOUS WHERE FEASIBLE. IF EXISTING BITUMINOUS IS DAMAGED, ENGINEER SHALL PROVIDE GUIDANCE ON EXTENTS OF STREET PATCH REQUIRED. @ CONTRACTOR SHALL SAWCUT 18" STRIP OF STREET SECTION ADJACENT TO NEW APRON AND PATCH WITH TYPE SP9.5 WEARING COURSE MIXTURE (SPWEA340B), PLACED IN MULTIPLE LIFTS (2" MAX.), MATCHING EXISTING PAVEMENT THICKNESS. @ RESTORATION OF DRIVEWAY SHALL MATCH EXISTING THICKNESS (6" MIN. FOR CONCRETE; 4" MIN. FOR BITUMINOUS, PLACED IN TWO 2" LIFTS). RESIDENTIAL DRIVEWAY APRONS REVISED: 1-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. >--------~---~-~----------< STANDARD PLATE APPROVED: CITY ENGINEER 400 5' CONCRETE WALK (TYP.) @ .' "4. NO BOULEVARD ® EXISTING DRIVEWAY 2 <:1 ••• ... <i· . :<I"· d <1 .. 4 . d "! : ·"'··. ··•·:. ·· .. · . 5' CONCRETE WALK (TYP.) @ ,<1. 1-2' BOULEVARD .. . ® EXISTING DRIVEWAY 2 .. <1 <1 ·: .i " ·: 4 :.,,, , ... <1 • <1 <1 ... EXPOSED AGGREGATE CONCRETE BOULEVARD (1-2') TRANSITION PIECE (5' MIN.) KNOCKDOWN CURB AND GUTTER L B618 CURB AND GUTTER @ KNOCKDOWN L B618 CURB CURB AND AND GUTTER © GUTTER @ B618 CURB AND GUTTER 5' CONCRETE WALK (TYP.) @ .' "4. 3-4' BOULEVARD ® EXISTING DRIVEWAY 2 d .·</"· <1 ,.4 . d "! B618 CURB AND GUTTER 5' CONCRETE WALK (TYP.) @ RADIUS TO MATCH BOULEVARD WIDTH ". .. "4: 5' BOULEVARD ® EXISTING DRIVEWAY 2 L B618 CURB AND GUTTER @ 1" ROUNDED UP DOGLEG JOINT L B618 CURB 1" ROUNDED AND GUTTER UP @ CONCRETE APRON SHALL BE 6" THICK WITH 6" AGGREGATE BASE CLASS 5. G) FORM JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE, SYMMETRIC PANELS (MAX. AREA 64 SF). JOINTS SHALL BE TROWELED AND MATCH SIDEWALK PATTERN WHERE FEASIBLE. @ 1/2" EXPANSION JOINT, PREFORMED JOINT FILLER MATERIAL PER AASHTO M 213 (REQUIRED WHEN TWO CONCRETE AREAS ARE POURED SEPARATELY). @ CONCRETE WALK THROUGH DRIVEWAY AND FIRST PANEL ON EITHER SIDE SHALL BE 6" THICK. CONCRETE WALK SHALL CONFORM TO EDINA STANDARD PLATE 420. @ LONGITUDINAL SLOPE OF SIDEWALK THROUGH TRANSITION PIECE SHALL NOT EXCEED 1"/1' (8,33%). @ CONCRETE CURB SHALL CONFORM TO EDINA STANDARD PLATE 500. @ RESTORATION OF EXISTING DRIVEWAYS SHALL MATCH EXISTING THICKNESS (6" MIN. FOR CONCRETE; 4" MIN. FOR BITUMINOUS, PLACED IN TWO 2" LIFTS). 30' MAX. DRIVEWAY WIDTH AT ROW. :<f"· d *NOT TO SCALE* <1 . .4 . 2' EXTENSION 3' RAD. (TYP.) DOGLEG JOINT *NOT TO SCALE* REVISED: 1-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. o--~~~~~~~~~~~~~--~~~~~~~_,STANDARD PLATE APPROVED: CITY ENGINEER 405 15' RAD. (TYP.) END OF CD CURB RETURN DRIVEWAY WIDTH REGULATIONS I PROPERTY~! LINE l I lL~~w _____ _ 15' RAD. (TYP.) 30' MAX. ,__ __ 50' _ ___._. MIN. CD 11 I 11 I 11 I 11 I II I 1, I <I MIN. MAX. WIDTH WIDTH 1-WAY 12' 20' ENTRANCE 2-WAY 24' 30' ENTRANCE © EXISTING DRIVEWAY 1-8.0'-j MAX. <I BACK OF CURB I I I I I I II 11 11 11 11 11 SAWCUT LINE BITUMINOUS PATCH@ t:mES;.. CONCRETE APRON SHALL BE 8" THICK WITH 8" AGGREGATE BASE CLASS 5. CD 50' MINIMUM BETWEEN END OF CURB RETURN AND INTERSECTION RETURN. @ FORM JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE, SYMMETRIC PANELS (MAX. AREA 64 SF). JOINTS SHALL BE TROWELED AND MATCH EXISTING DRIVEWAY PATTERN WHERE FEASIBLE. *NOT TO SCALE* CONTINUE H-PATTERN THROUGH END RAD AND TRANSITION TO EXISTING CURB (IF APPLICABLE) 5.0' MIN. EXISTING BITUMINOUS PAVEMENT t *NOT TO SCALE* @ IF ROADWAY PAVEMENT IS DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL SAWCUT 18" STRIP OF STREET SECTION ADJACENT TO NEW APRON AND PATCH WITH TYPE SP9.5 WEARING COURSE MIXTURE (SPWEA340B), PLACED IN MULTIPLE LIFTS (2" MAX.), MATCHING EXISTING PAVEMENT THICKNESS. @ RESTORATION OF DRIVEWAY SHALL MATCH EXISTING THICKNESS (4" MIN. FOR BITUMINOUS, PLACED IN TWO 2" LIFTS). CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. COMMERCIAL DRIVEWAY APRONS R~~~~D: f-----------,,-,----=----..,.,.--------------1 STANDARD (/ #,~ PLATE APPROVED: CITY ENGINEER 4 1 0 5' CONCRETE WALK @(TYP.) TRAN Sill ON PIECE (5' MIN.) B618 CURB AND GUTTER © NO BOULEVARD ® 11 EXISTING DRIVEWAY •• --:--·~ •· •• ·····.: • .d· .• KNOCKDOWN CURB AND GUTTER • • ., ... : " •• .C·: •• • ••• • • •• L B618 CURB AND GUTTER ® 5' CONCRETE WALK @(TYP.) 11 1-2' BOULEVARD ® EXISTING DRIVEWAY .: .. i ma;~· :.41 , .. . Lill~ B618 CURB AND GUTTER ......... KNOCKDOWN CURB AND GUTTER 3' + BOULEVARD 11 EXPOSED AGGREGATE CONCRETE BOULEVARD 11 (1-2'> L B618 CURB AND GUTTER ® *NOT TO SCALE* 5' CONCRETE WALK @(TYP.) ~ ® TRANSlllON CURB FROM FULL HEIGHT AT STREET TO MATCH SIDEWALK EXISTING DRIVEWAY <1 ""'.ti"" . . . :·:·:·:·:·:. ·. ·:; :L:\® • .</ ~ <I '<1 • A •• t:lQJIS;_ CONCRETE APRON SHALL BE a• THICK WITH a• AGGREGATE BASE CLASS 5. 1" ROUNDED LIP (D FORM JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE, SYMMETRIC PANELS (MAX. AREA 64 SF). JOINTS SHALL BE TROWELED AND MATCH SIDEWALK PATTERN WHERE FEASIBLE. @ 1/2" EXPANSION JOINT, PREFORMED JOINT FlLLER MATERIAL PER AASHTO M 213 (REQUIRED WHEN TWO CONCRETE AREAS ARE POURED SEPARATELY). @ CONCRETE WALK THROUGH DRIVEWAY AND FIRST PANEL ON EITHER SIDE SHALL BE 8" THICK. CONCRETE WALK SHALL CONFORM TO EDINA STANDARD PLATE 420. @ LONGITUDINAL SLOPE OF SIDEWALK THROUGH TRANSlllON PIECE SHALL NOT EXCEED 1" /1' (8.33%). @ PEDESTRIAN CURB RAMPS (AS DIRECTED BY ENGINEER) SHALL CONFORM TO MnDOT STANDARD PLANS. @ CONCRETE CURB SHALL CONFORM TO EDINA STANDARD PLATE 500. (/) BACK OF APRON SHALL ABUT SIDEWALK EDGE, REGARDLESS OF BOULEVARD WIDTH. •• <1 A' •.. .d <1 15' RAD. (TYP.) L B618 CURB AND GUTTER ® *NOT TO SCALE* @ RESTORATION OF EXISTING DRIVEWAYS SHALL MATCH EXISTING THICKNESS (4" MIN. FOR BITUMINOUS, PLACED IN TWO 2" LIFTS). DRIVEWAY WIDTH AT ROW SHALL CONFORM TO EDINA STANDARD PLATE 410. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. REVISED: 1-17 r-----~~~~~~~-r=-;-=;;~~~c---'-=,,r----:-~~~~~~-----j STANDARD PLATE APPROVED: CITY ENGINEER 415 CURB AND GUTIER @ RESIDENTIAL DRIVEWAY APRON © 5' CONCRETE WALK (TYP.) 4 .. .. 4 <1 . . ·.<I. . ~-. <I: 4 : 4 ·. ~ .. .... <1 •• 2 --~~~~~~@~~~~~~~~ . .. 4 4· ;4 2 .... .,:1·· <1 4 4 j" RAD. ~ 2.0X MAX. SLOPE . . · 4i. .. · .. · .. . . · . . . · . ~ CONCRETE ~ffij/~/$07lzi <" ~~~~~~QUAL --j 6" 5.0' (TYP.) 6" I-- CROSS SECTION NQIE.S;_ (j) FORM JOINTS 5' APART TO PRODUCE APPROXIMATELY SQUARE PANELS (MAX. AREA 26 SF). JOINTS SHALL BE SAWCUT TO A DEPTH OF 1 /3 THE SLAB THICKNESS AND MATCH EXISTING JOINT SPACING' WHERE FEASIBLE. @ 1/2" EXPANSION JOINT, PREFORMED JOINT FlLLER MATERIAL PER AASHTO M 213 (REQUIRED AT 150' INTERVALS (MAX.) OR WHEN TWO CONCRETE AREAS ARE POURED SEPARATELY). @ CONCRETE WALK THROUGH DRIVEWAYS AND FIRST PANEL ON EITHER SIDE SHALL MATCHING DRIVEWAY THICKNESS. @) RESIDENTIAL AND COMMERCIAL DRIVEWAY APRONS SHALL CONFORM TO EDINA STANDARD PLATES 405 AND 415. @ BOULEVARDS 2' AND NARROWER SHALL BE FlLLED WITH EXPOSED AGGREGATE CONCRETE. @ CONCRETE CURB SHALL CONFORM TO EDINA STANDARD PLATE 500. .. 4· •4 • 4 <1 •• :. A 4 ... :. ~ <1 • •• <I ., 4• • J ••• • . ···~ .· ~ ·:..·:·. .. : f . '( 4 ~·. . ·~ ~}~ '..?:·:<:>}" . . >-.~~~:: ·:.~.: :.: .·.i' .4 ·. . : :·· CONCRETE WALK 5' VEGETATED BOULEVARD . (TYP.) @ COMMERCIAL DRIVEWAY APRON © REVISED: 1-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. r--~~~~~~~----;;-~~~~-=-~-=~~~~~~~-----i STANDARD PLATE APPROVED: CITY ENGINEER 420 R=3" V L V • / / • 5 p • , 5 .5 L. • L. • L. , , 4n. , 18" co 6 6" • •_" _ • L • v • _ _ • L. p • , , , 6" 7 1/2" TOP BIT. MAT R=3" 3/8" R=1/2" SLOPE 3/4" PER FT. p • L. L - . / - • .‘ .6. • CS • L ' p• " K• p. „ , .6. R=1/2" DESIGN B618 BASE 7" TO E OF CU R B DESIGN B660 10.5" DESIGN SURMOUNTABLE 4" _ _ • L. • 5 L. • , _ _ N. • L • • L • , , " _ L • • L' • N. • A" ° SP` S-6. S 4 • _ _ • L •.' L •• N. L'` L • ° S° S Ps. .S . , • .‘ BASE 17.5" 28" 1 b0.5 MAX. SLOPE 2.0% BASE CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. CONCRETE CURB & GUTTER APPROVED: CITY ENGINEER REVISED: 01-16 STANDARD PLATE 500 t::l.QIE.s;_ SURMOUNTABLE CURB & GUTIER SHALL BE FORMED INTO B618 AT CATCH BASIN. CATCH BASIN FRAME~ & CO'IER "" SURMOUNTABLE CURB & GUTIER r 10' MIN. TRANSITION ____. URMOUNTABLE CURB & GUTIER OR NO CURB & GUTIER DESIGN GUTIER LINE GRADE ·.A. 4 . • .d '4 ~. SECTION A-A B618 CURB & GUTIER PERSPECTIVE ... . ;.a ·4 . .. NEENAH FRAME & COVER R-3067V OR APPROVED EQUAL. 8618 CURB & GUTTER TRANSITION REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~~~~~~~~,,--~r---=--....,.......,..-~~~~~~~--1 STANDARD PLATE APPROVED: CITY ENGINEER 505 20-25' RAD. (TYP.) B618 OR SURMOUNTABLE CURB @ ~ ® NO. 4 EPOXY-COATED REINFORCING RODS (3) CONTINUOUS IN CROSS SECTION FROM EXPANSION JOINT TO EXPANSION JOINT. MINIMUM SPLICE LENGTH OF REBAR IS 35". 3/4" PER Fi . • A • . .,. A 4 . . . : ... . . ·4 . d ·. 1 SECTION A-A CONCRETE VALLEY GUTTER SHALL BE 7" THICK WITH 8" AGGREGATE BASE CLASS 5. B618 OR SURMOUNTABLE CURB ® I· @ •I 8.' (MAX.) *NOT TO SCALE* 7• 8" AGGREGATE BASE CLASS 5 *NOT TO SCALE* G) FORM TROWELED CONTRACTION JOINTS AS NEEDED TO PRODUCE APPROXIMATELY RECTILINEAR PANELS (MAX AREA 64 SF). @ 1/2" EXPANSION JOINT, PREFORMED JOINT FlLLER MATERIAL PER AASHTO M 213 (REQUIRED WHEN TWO CONCRETE AREAS ARE POURED SEPARATELY). @ CONCRETE CURB SHALL CONFORM TO EDINA STANDARD PLATE 500. @) FlRST PANEL AFTER CURB RETURN SHALL TRANSlllON FlROM B618 TO SURMOUNTABLE CURB WHERE APPLICABLE (8' MAX.). @ IF ROADWAY PAVEMENT IS DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL SAWCUT 18" STRIP OF STREET SECTION ADJACENT TO NEW VALLEY GUTTER AND CURB AND PATCH WITH TYPE SP9.5 WEARING COURSE MIXTURE (SPWEA340B), PLACED IN MULTIPLE LIFTS (2" MAX.), MATCHING EXISTING PAVEMENT THICKNESS. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. VALLEY GUTTER REVISED: 1-17 r--~~~~~~~-----~~.,,..-~--,,f--~~~~~~~--1 STANDARD PLATE APPROVED: CITY ENGINEER 510 RESET SALVAGED OR NEW PAVERS. BLEND PATTERN INTO EXISTING PATTERN GRANITE SAND LEVELING BED NEW POROUS CONCRETE SUB-SLAB h" EXPANSION JOINT EXISTING PAVERS 2' 3' RilMj&V.Wer,Z . -.V.44444geajlareoW,V.V.k- M.TrTOTT-TifW02,Seg Aft01-00V1,404414,2 2: oi00424,.Az,a0,4,tk*Net,0111,4.11.... 4" Felek4a6AVOISMOVAPV10.04"4414444.. • ill PAVER WALK 4' EXISTING CONCRETE SUB-SLAB DRILL & SET STEEL DOWELS (5x1'-0" DOWEL W/34" I.D. SLEEVE, 4'-0" 0.C.) 3/16" TRAP ROCK BASE COMPACTED SUBGRADE (GRADE TO DRAIN) V AM AV7Z/M% PAVERS GRANITE SAND LEVELING BED TREE GRATE IRON ANGLE FRAME W/LUGS TREE PLANTING PIT POROUS CONCRETE SLAB 3/16" TRAP ROCK BASE COMPACTED SUBGRADE PAVER/TREE GRATE CROSS SLOPE OF THE PAVER WALK SHALL NOT EXCEED 2.0%. CONSTRUCT 1" WEEP HOLES IN THE CONCRETE SUB-SLAB 2.0' O.C. ON DOWN GRADE SIDE OF WALK. NEW CONSTRUCTION WILL REQUIRE A 4" DRAIN TILE LINE TO BE INSTALLED ON THE DOWN GRADE SIDE OF WALK BELOW THE CONCRETE SUB SLAB. SUPPLIER TO BE USED (TYP. FOR 50TH & FRANCE AREA) HOLLAND SERIES (TYP. FOR 50TH & FRANCE AREA) INTERLOCK CONCRETE PRODUCTS INC. 3535 BLUFF DRIVE JORDAN, MN 55352-8302 T 952-492-3636 F 952-492-3668 TF 1-800-780-7212 DIMENSIONS: STANDARD 4.25"x 8.5" HALF 4.25"x 4.25" COLOR: ANTIQUE COPPER REVISED: 1-15 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. PAVER WALK/TREE GRATE STANDARD PLATE 530 Z/ma J I7IL APPROVED: CITY ENGINEER EXISTING CURB AND GUTTER a ORIGINAL ~EXCAVATION ."·'': A~ • . ·-.' ' . ~ .. _.. A ' -'.-·-· '. . • ; t' : • ; " .. ~·· ·, : .: .. ~ . . .~ ~ .. · .. ·- A ~·. -. ; ·. ",; ........ - .-_.,; REMOVE PAVEMENT@@ SECTION A-A ------------ B" (MIN.) AGGREGATE BASE CLASS 5, OR MATCH EXISTING THICKNESS ®@ SUBGRADE @@@ liQIES:_ G) PERMANENT OR TEMPORARY REPAIR SHALL BE COMPLETED WITHIN 46 HOURS OF ORIGINAL EXCAVATION. @ SAWCUT AND REMOVE EXISTING PAVEMENT PER EDINA STANDARD PLATES 541-545, AS APPLICABLE. FOR TEMPORARY OR COLD WEATHER PATCHES, SAWCUT 1' (MIN.) BEYOND ORIGINAL EXCAVATION TO PRODUCE RECTILINEAR PATCH. @ SUBGRADE SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN MULTIPLE LIFTS NOT TO EXCEED 12". UNSUITABLE MATERIAL INCLUDES, BUT IS NOT LIMITED TO; FROZEN MATERIAL, PEAT, RUBBLE, HEAVY CLAY, AND BOULDERS. @ EXCAVATED MATERIAL MAY BE USED FOR BACKFILL IF SUITABLE. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE. @ EXCAVATION SHALL BE FILLED WITH B" (MIN.) AGGREGATE BASE CLASS 5 FOR ROADWAY SUBBASE, OR MATCH EXISTING THICKNESS. @ THE METHOD OF COMPACTION FOR SUBGRADE AND AGGREGATE BASE SHALL BE THE QUALITY COMPACTION METHOD PER MnDOT SPEC. 2015.3F.2. INUNDATING OR FLUSHING THE EXCAVATION WITH WATER SHALL NOT BE PERMITTED. Q) INSPECTION AND ACCEPTANCE OF REPAIR BY CITY ENGINEER REQUIRED. @ FOLLOWING COMPLETION OF REPAIR, BITUMINOUS ROADWAYS SHALL BE PATCHED PER EDINA STANDARD PLATE 541-544, AS APPLICABLE. CONCRETE ROADWAYS SHALL BE PATCHED PER EDINA STANDARD PLATE 545. ROADWAY REMOVAL AND SUBGRADE REPAIR REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~~~~~~~~~----.-~~~~--~~~~~~~~---'"--~----1 STANDARD PLATE APPROVED: CITY ENGINEER 540 SCENARIO 1 -SINGLE PANEL PATCH 30' r-•---(TYP.) 30' i----(TYP.) .. I 0 ! ORIGINAL :---r--EXCAVATION : @ I : EXISTING . r---SAW AND-J : SEAL JOINTS : I I . . . . SAWCUT AND SEAL NEW JOINTS PER EDINA STANDARD PLATE 525 SCENARIO 2 -PARTIAL PANEL PATCH I· 30' (TYP.) . ORIGINAL ~ EXCAVATION \JJ @ .-... ; .... '~ •. : ~ ~ .• ' ·. : . .. .. ! . . ·.' ;, 15' --._,_1---MIN. --.._,_,__ I >(} . I jSAWCUT AND . SEAL NEW "" ! ! ~~-/<] MILL BITUMINOUS \,.,-< ~·ii~:~JV:fcii~TS · EXISTING i---SAW AND-j : SEAL JOINTS : I I . . . . j JOINTS PER\. : EDINA : I STANDARD : PLATE 525 SCENARIO 3 -MULTIPLE PANEL PATCH EXISTING CURB AND GUmR 30' i----(TYP.) _ __,,.,.-ii CLJ : '-_ ORIGINAL 1::1.QIES:_ I EXCAVATION @ : EXISTING . r---SAW AND-J : SEAL JOINTS : I I . . . . I © ' . . . . \); ! (D lHE DETAILS OF 1HIS PLATE SHALL APPLY TO ANY BITUMINOUS ROADWAY RECONSTRUCTED OR OVERLAYED IN lHE LAST 0-4 YEARS, INCLUSIVE. @ ORIGINAL EXCAVATION SHALL BE REPAIRED PER EDINA STANDARD PLATE 540. @ RECTILINEAR PATCH AROUND ORIGINAL EXCAVATION SHALL BE SAWCUT AND REPLACED FULL DEPlH, MATCHING EXISTING PAVEMENT lHICKNESS, PLACED IN MULTIPLE LIFTS (2.5" MAX.). @ PAVEMENT SHALL BE MILLED AND REPLACED WllH TYPE SP9.5 WEARING COURSE MIXTURE (SPWEA340B), 1.5" lHICK. @ INSPECTION AND ACCEPTANCE OF PATCH BY CITY ENGINEER REQUIRED. BITUMINOUS ROADWAY PATCHING (0-4 YEARS) REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--------~~~~~~~~~~,...,_~~~~~~~~~~---1 STANDARD PLATE APPROVED: CITY ENGINEER 541 EXISTING CURB AND GUTTER SCENARIO 1 -QUARTER PANEL PATCH 30' ii-o .. --(TYP.) .. I o!ORIGINAL : ®CAVATION! ! I I I I I I I I I I I · EXISTING · j-SAWAND-j : SEAL JOINTS : I I . . . . LATITUDINAL CEN1ER OF PANEL ;' ·r ··. ; . .(~ .· . ·: ~·. SCENARIO 2 -HALF PANEL LONGITUDINAL PATCH EXISTING CURB AND GUTTER I· 30' (TYP.) .• ,. ".' .. ·: ~.'!·. '• ·~ ~' ,} . ' : I : I ! ·I .'. ·.·~. m ___ ! ORIGINAL ~ j EXCAVATION I :® I ! --1----. ----- 1 ! l ! EXISTING . J----SAW AND-J : : SEAL JOINTS : I ! ! .•. ~ , : '. ;:: ~· ~ . '· .. MILL BITUMINOUS 1.5" BETWEEN EXISTING JOINTS © .. -. ·.,; · .. '. <:.,. :: ·~-. ·• .. · j• :-.: : :.:· "1.··· LATITUDINAL CEN1ER OF PANEL SCENARIO 3 -HALF PANEL LATITUDINAL PATCH I I I· , . .. • .... ~~· .. ,_~· ~···: 30' (TYP.) ·I I I I ORIGINAL : /I EXCAVATION! 8 !® i I I I I I I .... . . EXISTING . j-SAWAND-j : SEAL JOINTS : I I . . . . : . 4 · . .. <·;, LATITUDINAL CEN1ER OF PANEL LATITUDINAL Ct:N1ER OF PANEL MILL BITUMINOUS ~-----+-1.5" © (D THE DETAILS OF THIS PLA1E SHALL APPLY TO ANY BITUMINOUS ROADWAY RECONSTRUC1ED OR OVERLAYED IN THE LAST 5-B YEARS, INCLUSIVE. @ ORIGINAL EXCAVATION SHALL BE REPAIRED PER EDINA STANDARD PLA1E 540. IF EXCAVATION EXCEEDS LATITUDINAL AND LONGITUDINAL CEN1ER OF PANEL, REFER TO EDINA STANDARD PLA1E 541. @ RECTILINEAR PATCH AROUND ORIGINAL EXCAVATION SHALL BE SAWCUT AND REPLACED FULL DEPTH, MATCHING EXISTING PAVEMENT THICKNESS, PLACED IN MULTIPLE LIFTS (2.5" MAX.). @ PAVEMENT SHALL BE MILLED AND REPLACED WITH TYPE SP9.5 WEARING COURSE MIXTURE (SPWEA340B), 1.5" THICK. @ INSPECTION AND ACCEPTANCE OF PATCH BY CITY ENGINEER REQUIRED. BITUMINOUS ROADWAY PATCHING (5-8 YEARS) REVISED: 01-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~~~~~~~~~~~~~~~~--~~~~~~~~~~--1STANDARD PLATE APPROVED: CITY ENGINEER 542 SCENARIO 1 -PATCH IN MIDDLE OF DRIVE LANE EXISTING CURB AND GUmR ORIGINAL ~EXCAVATION u® .;.· ·1 .;· SAWCUT AND REMOVE PAVEMENT SCENARIO 2 -PATCH ACROSS DRIVE LANES EXISTING CURB AND GUmR NQIES;_ ORIGINAL EXCAVATION ® -- -- .... ' .. ·,· ' .. · . . -~ · .. · .~ • • ·': • ~I • I . . ., .· ........ · ' ,.., . ,t'' SCENARIO 3 -PATCH IN WHEEL PATH ' ...... ' • :·,,• ' ;; '~-·:." ': .> ... ;, • ~ .1 ,·' J : " _, .. SAWCUT AND REMOVE PAVEMENT SAWCUT AND ..i----REMOVE PAVEMENT LONGITUDINAL SAWCUTS SHALL BE IN CENTER OF ADJOINING DRIVE LANES ····"'.• .. \,·,,.·: G) THE DETAILS OF THIS PLATE SHALL APPLY TO ANY BITUMINOUS ROADWAY NOT RECONSTRUCTED OR OVERLAYED IN THE LAST 8 YEARS. @ ORIGINAL EXCAVATION SHALL BE REPAIRED PER EDINA STANDARD PLATE 540. @ PATCH SHALL BE SAWCUT AND REPLACED FULL DEPTH WITH TYPE SP9.5 WEARING COURSE MIXTURE (SPWEA340B), MATCHING EXISTING PAVEMENT THICKNESS, PLACED IN MULTIPLE LIFTS (2.5" MAX.). @ INSPECTION AND ACCEPTANCE OF PATCH BY CITY ENGINEER REQUIRED. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. BITUMINOUS ROADWAY PATCHING (9+ YEARS) APPROVED: CITY ENGINEER REVISED: 01-17 STANDARD PLATE 543 EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER 1:l.Q.IES.:_ SCENARIO 1 -SURFACE DAMAGE ONLY .~ .. ·: ·, . ~. '.:I .: . ~ 4 .. SCENARIO 2 -CORE OR POTHOLE REPAIR . -.. ~ •''. . •\ . -.. ~· : : ' :.• · .... ·,·· (D INFRARED REPAIR SHALL BE APPROVED BY CITY ENGINEER PRIOR TO COMMENCEMENT OF WORK. @ INFRARED REPAIR CANNOT BE PERFORMED ON PAVEMENTS THAT HAVE BEEN SEALCOATED, AND CANNOT BE PERFORMED IN WET CONDITIONS. @ REPAIR AREA SHALL INCLUDE ORIGINAL DAMAGED AREA PLUS 0.5' (MIN.) IN EACH DIRECTION. @ PAVEMENT SHALL BE CLEANED 2' (MIN.) AROUND REPAIR AREA TO REMOVE ANY DIRT OR DEBRIS. @ POTHOLE/CORE SHALL BE FILLED WITH FRESH HOT MIX BITUMINOUS. @ REPAIR AREA SHALL BE HEATED BETWEEN 225' AND 350' F, AND SHALL BE MEASURED REGULARLY USING INFRARED TEMPERATURE GUN. HEATING SHALL BE CONSIDERED COMPLETE WHEN PAVEMENT CAN BE EASILY WORKED TO A DEPTH OF 2". (J) IMMEDIATELY AFTER HEATING, THE TOP 1/2" (MIN.) OF PAVEMENT SHALL BE REMOVED. @ REJUVENATOR AGENT SHALL MEET ASTM D4552 AND BE APPLIED PER MANUFACTURER SPECIFICATIONS. @ USING A HAND RAKE OR MECHANICAL TILLER, SCARIFY AND THOROUGHLY MIX REPAIR AREA TO A DEPTH OF 2", ADDING FRESH HOT MIX BITUMl~OUS AS NEEDED. FRESH HOT MIX BITUMINOUS SHALL BE TYPE SP9.5 WEARING COURSE MIXTURE (SPWEA340B). @ REPAIR AREA SHALL BE COMPACTED WITH A VIBRATORY STEEL DRUM ROLLER. FINISHED SURFACE SHALL BE SMOOTH, TIGHT, AND MATCH EXISTING PAVEMENT GRADE. ®l REPAIR CAN BE OPENED TO TRAFFIC ONCE SURFACE TEMPERATURE IS BELOW 175' F. PAVEMENT MAY BE COVERED IN STONE DUST OR FINE SAND TO REDUCE SURFACE TACKINESS. @ INSPECTION AND ACCEPTANCE OF REPAIR BY CITY ENGINEER REQUIRED. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. BITUMINOUS ROADWAY INFRARED REPAIR REVISED: 01-17 STANDARD PLATE 544 EXISTING INTEGRAL CURB AND GUmR EXISTING JOINTS SCENARIO 1 -QUARTER PANEL PATCH LATITUDINAL CENTER OF PANEL REMOVE AND REPLACE CONCRETE@ EXISTING INTEGRAL CURB AND GUmR LATITUDINAL CENTER OF PANEL EXISTING JOINTS SCENARIO 2 -HALF PANEL PATCH LONGITUDINA CENTER OF PANEL REMOVE AND REPLACE CONCRETE SCENARIO 3 -FULL PANEL PATCH EXISTING INTEGRAL CURB AND GUmR N.QIES:. LONGITUDINA CENTER OF PANEL G) THE DETAILS OF THIS PLATE SHALL APPLY TO ANY CONCRETE ROADWAY. @ ORIGINAL EXCAVATION SHALL BE REPAIRED PER EDINA STANDARD PLATE 540. @ EDGES OF REPAIR SHALL BE SAWCUT CLEAN THE FULL DEPTH OF EXISTING CONCRETE. II SAWCUT EXISTING I ....----PANEL OUTSIDE I OF REPAIR 2" I DEEP I TOOLED JOINT 2" DEEP TO MATCH SAWCUTTING @ 12" #4 EPOXY-COATED BAR SHALL BE INSTALL EVERY 18" ON ALL ADJOINING SIDES OF PATCH, EMBEDDED 6" IN EXISTING PANELS. @ CONCRETE SHALL CONFORM TO MnDOT SPEC. 2301, 2461, AND 2531. WHEN APPLICABLE, INTEGRAL CURB AND GUmR SHALL MATCH EXISTING STYLE. @ INSPECTION AND ACCEPTANCE OF REPAIR BY CITY ENGINEER REQUIRED. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. CONCRETE ROADWAY REPAIR APPROVED: CITY ENGINEER REVISED: 01-17 STANDARD PLATE 545 ~ SHOEBOX STYLE LED LUMINAIRE -100 WATT GARD CO #NSP-H19-1-3-100HPS-QUAD-240-BRP*-PTF2 *BRP FOR BRONZE I ROUND TAPERED ALUMINUM POLE HAPCO #RTA25D7B4-2 ~" TENON-BM* *BM FOR BRONZE CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. BOLT CIRCLE 1 O" TO 11" 1" ANCHOR BOLTS APPROVED LIGHT BASE FOUNDATION: CHANCE #C11242-QG4VP SCREW-IN ANCHOR BASE, OR MN/DOT CONCRETE LIGHT FOUNDATION DESIGN E MOD (SEE PLAN FOR DETAIL) RESIDENTIAL 25' SHOEBOX APPROVED: CITY ENGINEER REVISED: 01-08 STANDARD PLATE 605 ~SHOEBOX STYLE LED LUMINAIRE -250 WATT GARD CO #NSP-H19-1-3-250HPS-QUAD-BRP*-PTF2 *BRP FOR BRONZE I ROUND TAPERED ALUMINUM POLE HAPCO #RTA30D7B4-2 ~" TENON-BM* *BM FOR BRONZE CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. BOLT CIRCLE 10" TO 11" 1" ANCHOR BOLTS APPROVED LIGHT BASE FOUNDATION: CHANCE #C11242-QG4VP SCREW-IN ANCHOR BASE, OR MN/DOT CONCRETE LIGHT FOUNDATION DESIGN E MOD (SEE PLAN FOR DETAIL) 30' SHOEBOX REVISED: 01-08 STANDARD PLATE 606 180' 0' 12" BOLT CIRCLE 10" BOLT CIRCLE 90' 16" BASE 9" OPENING 270' ACCESS DOOR LOCATION UTILITY WASHINGTON LED ACORN WITH FULL CUTOFF OPTICS HOLOPHANE #WFL-070-4K-AS-B-L3-S-DM STANDARD COLOR IS BLACK (B). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "B" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN FOR 20A WR- RATED GFI RECEPTACLE ADD # FGIUS-20 (OPTIONAL - SEE PLAN) ANCHORAGE DETAIL CHARLESTON FLUTED POLE HOLOPHANE #CH-A-14.5-F5J-16-P07-ABG-BK STANDARD COLOR IS BLACK (BK). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "BK" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN BOLT CIRCLE 10" TO 12" 3/4" ANCHOR BOLTS APPROVED LIGHT BASE FOUNDATION: MILLERBERND # 490A111 SCREW-IN ANCHOR BASE, OR MN/DOT CONCRETE LIGHT FOUNDATION DESIGN E MOD (SEE PLAN FOR DETAIL) WASHINGTON ACORN CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. REVISED: 02-15 STANDARD PLATE 610 APPROVED: CITY ENGINEER [IT FOR 20A WR—RATED GFI RECEPTACLE ADD # FGIUS-20 (OPTIONAL — SEE PLAN) 180' 0' 12" BOLT CIRCLE 10" BOLT CIRCLE 90' 16" BASE 9" OPENING 270' ACCESS DOOR LOCATION COACH STYLE LANTERN WITH CUTOFF OPTICS LUMEC #L40U-55W32LED4K—R—LE3—VOLT—BKTX ILJI STANDARD COLOR IS BLACK (BKTX). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE ''BKTX" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN ANCHORAGE DETAIL CHARLESTON FLUTED POLE HOLOPHANE #CH—A-14.5—F5J-16—P07—ABG—BK STANDARD COLOR IS BLACK (BK). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "BK" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN BOLT CIRCLE 10" TO 12" 3/4" ANCHOR BOLTS APPROVED LIGHT BASE FOUNDATION: MILLERBERND # 490A111 SCREW—IN ANCHOR BASE, OR MN/DOT CONCRETE LIGHT FOUNDATION DESIGN E MOD (SEE PLAN FOR DETAIL) COORDINATE COLORS BETWEEN POLE AND LUMINAIRE MANUFACTURER. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. COACH LANTERN —tte ML APPROVED: CITY ENGINEER REVISED: 02-15 STANDARD PLATE 615 180' 0' 12" BOLT CIRCLE 10" BOLT CIRCLE 90' 16" BASE 9" OPENING 270' ACCESS DOOR LOCATION REVISED: 02-15 STANDARD PLATE 618 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. POSTOP LANTERN 7$1- APPROVED: CITY ENGINEER UTILITY POSTOP LED LATERN WITH FULL CUTOFF OPTICS HOLOPHANE #PUL-070-4K-AS-B-L3-S-DM STANDARD COLOR IS BLACK (B). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "B" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN FOR 20A WR-RATED GFI RECEPTACLE ADD # FGIUS-20 (OPTIONAL - SEE PLAN) ANCHORAGE DETAIL CHARLESTON FLUTED POLE HOLOPHANE #CH-A-14.5-F5J-16-P07-ABG-BK STANDARD COLOR IS BLACK (BK). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "BK" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN BOLT CIRCLE 10" TO 12" 3/4" ANCHOR BOLTS APPROVED LIGHT BASE FOUNDATION: MILLERBERND # 490A111 SCREW-IN ANCHOR BASE, OR MN/DOT CONCRETE LIGHT FOUNDATION DESIGN E MOD (SEE PLAN FOR DETAIL) 180' 0' 12" BOLT CIRCLE 10" BOLT CIRCLE 90' 16" BASE 9" OPENING 270" ACCESS DOOR LOCATION UTILITY ARLINGTON LED LATERN WITH FULL CUTOFF OPTICS HOLOPHANE #AUL-070-4K-AS-B-L3-S-DM STANDARD COLOR IS BLACK (B). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "B" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN FOR 20A WR-RATED GFI RECEPTACLE ADD # FGIUS-20 (OPTIONAL - SEE PLAN) ANCHORAGE DETAIL CHARLESTON FLUTED POLE HOLOPHANE #CH-A-14.5-F5J-16-P07-ABG-BK STANDARD COLOR IS BLACK (BK). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "BK" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN BOLT CIRCLE 10" TO 12" 3/4" ANCHOR BOLTS APPROVED LIGHT BASE FOUNDATION: MILLERBERND # 490A111 SCREW-IN ANCHOR BASE, OR MN/DOT CONCRETE LIGHT FOUNDATION DESIGN E MOD (SEE PLAN FOR DETAIL) CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. ARLINGTON LANTERN / APPROVED: CITY ENGINEER REVISED: 02-15 STANDARD PLATE 620 180' 0' 12" BOLT CIRCLE 10" BOLT CIRCLE 90' 16" BASE 8 Y2" OPENING 270' ACCESS DOOR LOCATION BISHOP'S CROOK STYLE ARM HOLOPHANE #1BC90R15F 1-1/4 NPT-BK STANDARD COLOR IS BLACK (BK). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "BK" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN DOMUS PENDANT STYLE LUMINAIRE LUMEC #DMS50-55W32LED4K-R-LE3F- VOLT- DMG-BKTX STANDARD COLOR IS BLACK (BKTX). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "BKTX" TO: BRTX FOR BRONZE GY3TX FOR GRAY GN8TX FOR DARK GREEN FOR 20A WR-RATED GFI RECEPTACLE ADD # FGIUS- 20 (OPTIONAL - SEE PLAN) ANCHORAGE DETAIL CHARLESTON FLUTED POLE HOLOPHANE #CH16F5/U16-CA-BK-T(3.0x6.0) AB-31- 4 STANDARD COLOR IS BLACK (BK). IF SPECIFIED ON DRAWINGS AND SPECIAL PROVISIONS, CHANGE "BK" TO: RAL8019 FOR BRONZE RAL6005 FOR DARK GREEN BOLT CIRCLE 10" TO 12" 3/4" ANCHOR BOLTS APPROVED LIGHT BASE FOUNDATION: MILLERBERND # 490A111 SCREW-IN ANCHOR BASE, OR MN/DOT CONCRETE LIGHT FOUNDATION DESIGN E MOD (SEE PLAN FOR DETAIL) COORDINATE COLORS BETWEEN POLE AND LUMINAIRE MANUFACTURER. SPECIFY RAL COLOR AS NECESSARY CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. PENDANT LUMINAIRE Za REVISED: 02-15 STANDARD PLATE 625 APPROVED: CITY CITY ENGINEER 2 %" O.D. 12 GAUGE GALVANIZED STEEL POST (FLANGED CHANNEL STEEL POST IF NO STREET NAME SIGNS) BACKFILL AND STOP 7.5'-8' ~fo· ALUMINUM RIVET COMPACT TURF~ AROUND POLE -"'- •NOT TO SCALE• TYPICAL SIGN INSTALLATION IN TURF 2" SQUARE POST WITH 1 f SQUARE POST INSIDE (3' HEIGHT) •NOT TO SCALE• SURFACE MOUNT KLEEN BREAK MODEL 425, OR APPROVED EQUAL 0 I (INSTALL PER 0 MANUFACTURER ~ SPECIFICATIONS) 5" WEDGE ANCHORS (~" DIA.) TYPICAL SIGN INSTALLATION IN CONCRETE ~ TYPE C SIGN PANEL INSTALLATION WITH STREET NAMES SIGNS !Jie" STAINLESS STEEL BOLT !Ji8" STAINLESS STEEL NUT TYPE C SIGN PANEL INSTALLATION / lX8" STAINLESS STEEL BOLT '''~I STAINLESS STEEL WASHER ~ NYLON WASHER Dl, (9 ' ' FLANGED CHANNEL J' '''' STEEL POST lXe" STAINLESS STEEL NUT LOCATIONS OF PROPOSED SIGNS SHALL BE MARKED IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. SIGN MATERIALS SHALL CONFORM TO STANDARDS SET FORTH IN GRADING AND LANDSCAPING SPECIFICATIONS. SIGNS SHALL CONFORM TO MnMUTCD UNLESS AMENDED BY THE ENGINEER. WHEN INSTAWNG TYPE C SIGNS, CONTRACTOR MUST USE VC 242 DOUBLE-SIDED SIGN BRACKET FROM TAPCO, OR APPROVED EQUAL CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. ROADWAY SIGNAGE REVISED: 2-17 1--~~~~~~~~~~~~~---~~~~~~~---1STANDARD PLATE APPROVED: CITY ENGINEER 700 PLAN SYMBOL COLOR MnMUTCD SIZE PLAN PLAN SYMBOL COLOR MnMUTCD SIZE PLAN CODE (IN.) LEGEND CODE (IN.) LEGEND @ 30 x 30 ~N~ WHITE (36 x 36 RED ON R1-1 STOP I I ON R5-1 30 x 30 DO NOT RED IN WHITE ENTER COUNTY \:NTEV ROW) ~ WHITE ~ WHITE WRONG ON R1-2 30 x 30 YIELD ON R5-1a 36 x 24 WAY RED RED (ALL WAY J WHITE [I ONE WAry] BLACK ON R1-3P 18 x 6 ALL ON R6-1R 36 x 12 ONE RED WAY WHITE R6-1L WAY !1 SPEED LIMIT BLACK SPEED BLACK R6-2R ONE ON R2-1 24 x 30 LIMIT ON R6-2L 18 x 24 WAY WHITE WHITE LEFT LANE LEFT ~ BLACK NO BLACK R3-7L LANE AND RED PARKING MUST ON R3-7R 30 x 30 MUST ON R7-2 12 x 18 INFO TURN LEFT WHITE TURN WHITE PROVIDED LEFT BY CITY CENlER ~ LANE BLACK ~~ BLACK CENTER AND RED NO ON R3-9b 24 x 36 LANE ON R8-3 18 x 18 PARKING WHITE ARROW WHITE ONLY ~~II BLACK m BLACK ON R3-30AE 30 x 30 LANE AND RED R9-3 18 x 18 NO PED CONTROL ON CROSSING WHITE WHITE ~ 1J ~ r? BLACK BLACK ON R3-30ACA 48 x 30 LANE ON S1-1 30 x 30 SCHOOL O~l Y ~ 01\!D. Y ~ OINID. Y WHITE CONTROL YELLOW ZONE GREEN ~ BLACK KEEP ( WHEN BLACK CHILDREN ON R4-7 24 x 30 RIGHT CHILDREN ON S4-2P 24 x 10 PRESENT WHITE ARE PRESENT WHITE KEEP BLACK [ ) BLACK c:::> KEEP SCHOOL ON ON R4-7a 24 x 30 RIGHT YELLOW S4-3P 24 x 8 SCHOOL RIGHT WHITE GREEN REVISED: ROADWAY SIGNAGE 1-11 APPROVED: CITY ENGINEER f--~~~~~~~~~~~~~....-~~~~~~~~~--1 STANDARD LL/ ,I Jjf fi__ PLATE 705 PLAN SYMBOL COLOR MnMUTCD ~ BLACK ON YELLOW 0 BLACK ON YELLOW 0 BLACK ON YELLOW ~ BLACK ON YELLOW ~ BLACK ON YELLOW ~ BLACK ON YELLOW ¢=> BLACK ON YELLOW ~ BLACK ON YELLOW \9> BLACK ON YELLOW CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. CODE W1-1R W1-1L W1-2R W1-2L W1-3R W1-3L W1-4L W1-4R W1-5R W1-5L W1-6R W1-6L W1-7 W1-8 W3-1 SIZE PLAN PLAN SYMBOL COLOR (IN.) LEGEND HORIZONTAL ~ BLACK 30 x 30 ON ALIGNMENT YELLOW HORIZONTAL <$> BLACK 30 x 30 ON ALIGNMENT YELLOW HORIZONTAL <@ BLACK 30 x 30 ON ALIGNMENT YELLOW HORIZONTAL 8 BLACK 30 x 30 ON ALIGNMENT YELLOW ~ BLACK HORIZONTAL ON 30 x 30 ALIGNMENT YELLOW GREEN ~ DIRECTIONAL BLACK 48 x 24 ON ARROW YELLOW ~ DIRECTIONAL BLACK 48 x 24 ON ARROW YELLOW ~ BLACK ON 18 x 24 CHEVRON YELLOW GREEN STOP ~ RED 30 x 30 AHEAD ON BLACK ROADWAY SIGNAGE APPROVED: CITY ENGINEER MnMUTCD CODE W6-1 W6-2 W7-1 W7-1a W10-1 W11-2 W14-1 W14-2 W16-7PL W16-7PR X4-11 SIZE PLAN (IN.) LEGEND DIVIDED 30 x 30 HIGHWAY DIVIDED 30 x 30 HIGHWAY ENDS 30 x 30 HILL GRADE 30 DIA CROSSING PED 30 x 30 CROSSING DEAD 30 x 30 END NO 30 x 30 OUTLET DIRECTIONAL 24 x 12 ARROW OBJECT 18 x 18 MARKER REVISED: 1-17 STANDARD PLATE 710 36" 36" 72" STANDARD ("CONTINENTAL") SCHOOL ZONE STANDARD ("LADDER") ~ (j) ALL CROSSWALKS SHALL BE SOLID WHITE, GROUND-IN PREMARK PREFORMED THERMOPLASTIC (125 MIL) HOT APPLIED WITH EPOXY BY ENNIS FLINT, OR APPROVED EQUAL. @ "LADDER" STYLE CROSSWALK MARKINGS SHALL ONLY BE USED FOR CROSSINGS THAT ABUT SCHOOL PROPERTIES, OR AS DIRECTED BY ENGINEER. CROSSWALK PAVEMENT MARKINGS REVISED: 1-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~~~~~~~..,....,..~~~~--~,,__~~~~~~~----1STANDARD PLATE APPROVED: CITY ENGINEER 716 I I I I 11~ ~ ::~ I I SHARE THE ROAD BICYCLE LANE SIGN, I I W11-1 AND W16-1P FOR SHARE THE ROAD BIKE I LANES, SEE EDINA ~I STANDARD PLATE 730 ~1-1-~ I I t I 10' MIN ~II I I 12" WHITE STOP BAR ~9"""--• (EPOXY PAINT) I / I 50lAX 1 I _o_ \ \ \\ "" - --/ @ 3N'v'l 3>118 J_ -....__'- \ \ ~---0-\ \ t I I 10' MIN I 50' MAX I BICYCLE LANE SIGN, ~ I I 0:tfJ R3-17 FOR DESIGNATED BIKE LANES, SEE EDINA STANDARD PLATE 730 NOTES: 1. ALL PAVEMENT MARKINGS SHALL CONFORM TO MN MUTCD BIKE LANE EDGE LINE WIDTH WIDTH A.D.T. 4" < 5,000 6" 5,000-10.000 8" > 10.000 200' MIN 250' MAX 1 1 n 1IV SIGNALIZED OR UN-SIGNALIZED INTERSECTION I I I 100· I I I I I / I / I I I _o_ I I I I I I I I I I I I I I I I 120' MIN V :-+-I -------'-- I I I I SEE EDINA STANDARD PLATE#725 FOR DETAILS WHITE EDGE LINE (EPOXY PAINT) SHARE THE ROAD --1-r--5' MINIMUM FROM FACE OF CURB BIKE LANE SYMBOL & SIGN LOCATION REVISED: 1-15 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. i--~~~~~~~....---,~~;--~-;r-1;~~~~~~~~--l STANDARD PLATE APPROVED: CITY ENGINEER 720 MINOR INTERSECTION J -------.. / ""-\ I/ ~I \ I I I 11 I I 50 TO 200 FEET OF DOTTED I I LINE IF BUS STOP OR HEAVY I 11 RIGHT-TURN VOLUME 11 11 1 1 I @ 3N\ll 3>118 ~ 119 II EXAMPLE OF APPLICATION WHERE 1 1 11 PARKING IS PROHIBITED I I I 1 1 EXAMPLE OF APPLICATION WHERE PARKING IS PERMITTED SOLID WHITE LINE BIKE LANE EDGE LINE WIDTH WIDTH A.D.T. 4" < 5 000 6" 5 000-10 000 8" > 10 000 SOLID WHITE LINE 11 11 I I II SOLID WHITE LINE I I (OPTIONAL) 11 ~ PARKING BAY 11 11 1:::::::.:~~-,-~~~ll_a_ /,--~~~~~~~~~\ SIGNALIZED INTERSECTION BIKE LANE [ NOTES: @ ] 1. AU. PAVEMENT MARKINGS SHAU. 3N\ll 3>118 ~ \ --i::r I I DDTIEO LINE FOR BUS STOPS ~I I IMMEDIATELY BEYOND THE 9 INTERSECTION IS OPTIONAL; I I OTHERWISE USE NORMAL SOLID WHITE LINE CONFORM TO MN MUTCD / I; I --------+I I I 50 TO 200 FEET OF ~ : ~~r,c:~-~~tiT 2s:fgl I ~ PARKING BAY REVISED: 3-13 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. 1--~--==-=-=--=-'=-=-7-=-=..,...:--=-=;_;;_=--=-=-~-=--=-:=-=-==-=-=--~--1 STANDARD PLATE APPROVED: CITY ENGINEER 721 NOTES: ~-=---- I; I tr A I I RIGHT LANE {[VI 1 MUST I I I 1 Lt=f: I I I 1 I I TURN RIGHT DOTTED LINES BEGIN RIGHT TURN LANE t2 YIELD TO BIKES ---4---PARKING BAY I 1 1. ALL PAVEMENT MARKINGS SHALL CONFORM TO MN MUTCD ,;/-- !; I I 1 tr ,1\11 {[V I I RIGHT LANE I J _a_ MUST I I TURN RIGHT BEGIN RIGHT TURN LANE t2 YIELD TO BIKES REVISED: 3-13 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. t----'-'=-""-~"--"--"---"-""--~----~~~-.,,.---"--"-"-'-~--=~~---1 STANDARD PLATE APPROVED: CITY ENGINEER 722 8' 8' FIGURE 9C-9 SHARED LANE MARKING ON PAGE 9C-10 IN THE 2011 MN MUTCD 72" 72" 40" FIGURE 9C-3 A-BIKE SYMBOL ON PAGE 9C-4 IN THE 2011 MN MUTCD SHARED LANE PAVEMENT MARKING DETAIL BICYCLE LANE PAVEMENT MARKING DETAIL JiQIE.S:. G) PAVEMENT MARKINGS SHALL BE POSITIONED PER EDINA STANDARD PLATES 720, 721, AND 722. @ ALL BIKE LAKE PAVEMENT MARKINGS SHALL BE SOLID WHITE, GROUND-IN PREMARK PREFORMED THERMOPLASTIC (125 MIL.) HOT APPLIED 'MTH EPOXY BY ENNIS FUNT, OR APPROVED EQUAL. @ ALL PAVEMENT MARKINGS SHALL CONFORM TO MnMUTCD. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. BIKE LANE PAVEMENT MARKING REVISED: 1-17 APPROVED: CITY ENGINEER PLAN SYMBOL COLOR MnMUTCD SIZE PLAN CODE (IN.) LEGEND WHITE (A ROSLAND PARK 2 ct>) D1-1b BICYCLE ON D1-1c CUSTOM DESTINA TIDN GREEN SIGN A ROSLAND PARK 2 ct> WHITE D1-2b BICYCLE <'.PAWOODDAlE AVF.1% ON D1-2c CUSTOM DESTINATION GREEN SIGN A ROSLAND PARK 2 ct> <fi AWOODDAlE AVF.1% WHITE D1-3b BICYCLE ON D1-3c CUSTOM DESTINATION ~ A W. 541H ST 2% GREEN SIGN ~ BLACK BIKE ON R3-17 24 x 18 WHITE LANE BIKE LANE ( AHEAD ) BLACK ON R3-17oP 24 x 8 AHEAD WHITE ( END ) BLACK ON R3-17bP 24 x 8 END WHITE BEGIN BEGIN RIGHT TURN LANE BLACK RIGHT t2 ON R4-4 36 x 30 TURN YIELD TO BIKES WHITE YIELD TO BIKES ~ BLACK BICYCLE MAY USE ON R4-11 30 x 30 MAY USE WHITE FULL FULL LANE LANE <®> BLACK ON W11-1 30 x 30 BICYCLE YELLOW GREEN SHARE BLACK THE ON SHARE YELLOW W16-1P 18 x 24 THE ROAD GREEN ROAD <:)~'/,-CITY OF EDINA REVISED: i~Lllfi ENGINEERING BIKEWAY SIGNAGE 1-17 & PUBLIC STANDARD u ~ ~ '.l;'I WORKS UJJ4~ PLATE 0 1 .... ~bm"""t.Oo DEPTS. APPROVED: CITY ENGINEER 730