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© 2020 Westwood Professional Services, Inc.
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<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />¢ 4" PERFORATED PVC PIPE 28" R A DESIRED MINIMUM A
<br />'1 (SEE DETAIL BELOW) 60' 16" 3 OUTER LIMITS OF 1- 3' 8" - 3- 8" -1
<br />¢ PROVIDE 4" x 4" TEE AT EACH g^ R r 6" DISTANCE TO CL VARIABLE 0 0
<br />3, 8" , 6„
<br />'gip o n CONCRETE WALK -
<br />J ,4 o BACK OF CURB BUILDING LOCATION FOR SUMP PUMP 30' 30' 68" R TOP OF BITUMINOUS MAT 1/2" R 3" R
<br />w w CONNECTION & 4" PVC TO PROPERTY
<br />m m �wLLw 4x4"TEE(TO BE PAID FOR LINE(4"PVC PIPE TO BE PAID BYTHE 16' 14' 14' 16' 1/2" W�3
<br />4'0" , 0" 4'0" q•D. X q•p•
<br />¢ }_� r n a o AS 4" PERFORATED PVC PIPE LINEAL FOOT) MIN --4 'I MIN MIN ~ 4 0" MIN
<br />1 O O O d o FRONT FACE tr 0: 5' 8" ? j 5' 8" w
<br />12' R 5' 8" m m 5' 8" ¢
<br />m AS DF.
<br />IRECTED BY THE ENGINEER ¢ a ¢ w w PLUG OR CONNECT TO 6" 7" SLOPE 314"IFT. Mn/DOT B 618 OF CURB U U CURBBACK OF U O 5
<br />m \ a ❑ r <z EXISTING SUMP PUMP 2%-5% �_ I 2%-5`Yul '
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<br />¢ I -2% I 2% ,:. ::•.. •e.... BASE a 1Iz
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<br />I¢i m 2' E a u rn z, O = VIoweSOD W/ 4" 18" 6' 3" (6" CURB) :. 4,..:
<br />�_ '-I- �� J O z w m VARIES BURY 6" LONG x #4 REBAR MIN TOPSOIL MODIFIED'S' DESIGN 4' 2" (4"CURB) r O
<br />❑ O z I FOR LOCATING PURPOSED SEE INSET A 6" DISTANCE TO CL VARIABLE 4' 0" MIN.O 4 6' 3" (6" CURB) 6' 3" (6" CURB) 4' 0" 6 6' 3" (6 "CURB)
<br />2 � F j wo ❑ I (INCIDENTAL) 1/2" R J� VAR. WIDTH CURB 4' 2" (4" CURB) q' 2" (4" CURB) MIND 4' 2" (4" CURB)
<br />x L I SEE INSET B i>- 3" R
<br />w ¢ O z w z
<br />w 2' ,� 2' O N ❑ } w I� 6678 CONCRETE CURB &GUTTER STANDARD FRAME AND BOX 1 A
<br />❑ PROPERTY LINE A-] }" (0.2")
<br />Cl rj w m r W j I 6 SODDING W/ 4" MIN TOPSOIL 5'-0" (TYP.) FOR 8618 CURB 8 GUTTER �g 1/2• R PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP �" 1•
<br />a LL U u. I SLOPE 314"IFT. 5' 4' (6" CURB)
<br />CURB OR X=4' 0" DESIREABLE DOME SECTION
<br />w 4a Mn/DOT B 624 CURB & �r--
<br />DIA. OR tr w ❑ O 13' 4' (4" CURB)
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<br />GUTTER /---------- 1 "-2 DOME
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<br />SPAN ww F¢O❑m NOTE: - - -
<br />r 2 -
<br />CB MANHOLE OR CB
<br />1.CONSTRUCT FINAL LIFT F BIT MIN ONE FREEZE -THAW CYCLE
<br />O BITUMINOUS O C C
<br />In
<br />O N M e1 0.02 FT/FT"MAX.
<br />2 TYP.
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<br />AFTER COMPLETION OF THE UTILITY WORK. . O ' TYP.
<br />" ¢-i ( )
<br />r 2. THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON 0.08 FT/FT OR FLATTER 3 3
<br />w 1.0. �-I O5"
<br />F
<br />EXISTING SOIL CONDITIONS AS DETERMINED BY THE ENGINEER. 2' 0"
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<br />PROVIDE FOR 6" OPENING IN BACK OF1 4 2'3. RIGHT-OF-WAY WIDTH TO BE DETERMINED BY THE ENGINEER. V=VV" .,°MIN.
<br />EACH CATCH BASIN STRUCTURE AT THE 4. 4" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ROUND ALL" (TYPO o'
<br />CENTER OF STRUCTURE DOWN 2.38' 28"R IF THE PATH OF TRAVELW IS 4FT, OR GREATER, USE «o000 0000
<br />I ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE SLOPED 0,10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE.
<br />FROM TOP CASTING TO INVERT. INSET B ENGINEER. 2" DEPRESSION 12" R 16" INTERSECTIONS IF 'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE
<br />(INCIDENTAL TO STRUCTURE) 66„ R TOP OF BITUMINOUS MAT DOME SPACING
<br />10' LENGTH #4 EPDXY COATED MUST NOT EXCEED 0:08 FT./FT..
<br />PVC PIPE DRAIN CONNECTION TO MANHOLE OR CB DESIGN "S" CURB STEEL REINFORCEMENT BARS
<br />NO SCALE & GUTTER (TYP) PLAN _ •.... .. .... .. ..,... .. ...
<br />1/2"
<br />(V A I (6" CURB & 0.08 FT/FT SLOPE) 6' 0" 6 (6" CURB & 0.08 FT/FT SLOPE)
<br />%-- 42
<br />y� 7" MODIFIED'S' DESIGN (4° CURB & 0.08 FT/FT SLOPE) (4° CURB 8 0.08 FT/FT SLOPE)
<br />rJ MINIMUM PAVEMENT DESIGN STANDARD: ELEVATION OF RAMP
<br />TURF ESTABLISHMENT AGGREGATE BASE - ACTUAL PAVEMENT DESIGN SHALL BE BASED ON SUBGRADE SOIL R VALUE AND ' BASE NOTES:
<br />(AS SPECIFIED) RPQ__TFD FCAI (TRAFFIC:) 1 171/2 70 1/2" TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALLSTATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY
<br />;lam WITH THIS STANDARD DETAIL PLATE.
<br />28" THE CURB AND CURB TRANSITION N THE RAMP WILL BE PAID FOR A LINEAR FEET F CONCRETE CURB R CONCRETE CURB
<br />CU O O O S O C CU O C
<br />' • AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL
<br />GEOTEXTILE FABRIC BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE
<br />(Mn/DOT 3733, TYPE V) FLOW ! ` 6" DISTANCE TO CL VARIABLE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO 8E USED ON SIDEWALKS OR TRAILS WHEN CROSSING
<br />` ` 1/2" R 3" R ALLEYS OR DRIVEWAYS.
<br />\"
<br />�a 1 1 INCH PREF RMED TNT FILLER MATERIAL AASHT M21 .
<br />• � �°.. /2 O JOINT O 3
<br />1
<br />2 WHEN POSSIBLE PROVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4'
<br />- - •� 8
<br />LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS SIGNS CABINETS OR
<br />11-112"WTYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE 2 B 3
<br />GRANULAR BORROW SPWEA240B (PG 58-28), MnDOT 2360 ®® ° , � ', .�� '..� - OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL.
<br />1' 0" (AS SPECIFIED) ®e 4 • SLOPE 314"IFT. 03 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN
<br />12" R
<br />m 2357 BITUMINOUS TACK COAT Mn/DOT B 612
<br />w 6' PERFORATED, SCHEDULE 40, PVC o5
<br />CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL.
<br />3 PIPE BACKFILL WITH Y°" WASHED PEA GEOTEXTILE FABRIC 2-1/2" TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) FLOW ° ® PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB, WHEN THE DETECTABLE WARNING SYSTEM
<br />GRAVEL OR SELECT GRANULAR -I (Mn/DOT 3733, TYPE V) SPWEB230B (PG58-28), MnDOT 2360 •e . �� IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP.
<br />z MATERIAL & RAP WITH GEOTEXTILE
<br />1 0 8"AGGREGATE BASE CLASS 5 OR SALVAGED/RECYCLED MATERIAL MEETING A I 05 ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3'
<br />(MNDOT 3733, TYPE I) (ALL TO BE CLASS 5 GRADATION)( MnDOT 3138 I- 8" 12" -I 0" OR 4' 0" TVP.) OF THE CURB RAMP. THIS 2- 0- BY 3' 0" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST
<br />INCLUDED IN UNIT PRICE BID PER PER 24' SELECT GRANULAR FILL, MnDOT 3149
<br />VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A Y TYPICALLY! WHEN THE ADJACENT SIDEWALK IS DARK COLOR TRUNCATED 1 1 - LIGHT
<br />6 PVC PIPE DRAIN DET AIL 12"APPROVED SUBGRADE I POWDER COATED A DARK COLOR RED TYPICALLY WHEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR.'
<br />PIPET 1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL ( )
<br />NO SCALE CURB AND GUTTER © 6' 0" MIN. FOR NEW CONSRUCTION. T WALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE
<br />INSET A CURB CUT WIDTH EXCEEDS 4' 0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH.
<br />CITY OF Special Details CITY OF Special Details CITY OF Special Details Special Details Special Details Special Details
<br />i CITY OF CITY OF CITY OF
<br />RIPRAP UNDERDRAIN DETAIL URBAN RESIDENTAIL STREET SURMOUNTABLE CURB & CONCRETE PEDESTRIAN
<br />03-01-10 04-01-15 04-01-15 04-01-15 04-01-15 m. 04-01-15
<br />DETAIL �. HU-SD-6� STORM SEWER Hu-SD-8� 9 TON DESIGN HU-STR-1E� GUTTER AT CATCH BASIN HU-STR-2 CURB 8c GUTTER HU-sTR-28 CURB RAMP HU-ST-3
<br />EST. 1808 EST. 1808 04-30-16 EST. 1808 04-30-18 EST. 1808 O1-20-17 EST. 1808 01-20-17 EST. 1808 �e 01-20-17
<br />OUTLET NOZZLES & THREADS: TWO 2-1/2" HOSE "HYDRAFINDER" (CANDYCANE)
<br />PROPERTY LINE CONNECTION AND ONE 4-112" PUMPER CONNECTION. FIRE HYDRANT LOCATOR
<br />- - (NATIONAL STANDARD THREADS)
<br />ua a ua STEEL POST
<br />rF9 PT i- WATEROUS WB-67 AS SPECIFIED PAINTED BLUE
<br />EXPANSION JOINT
<br />SLOPE 1/4" PER FOOT TO DRAIN CAPS TO BE CHAINED BURY 8.0'
<br />A e/j ; i\ r\ r\ r , r /\ /� /� /� /�\/��\/\
<br />SURMOUNTABLE OR (PENTAGON NUT ON CAPS) w z
<br />z
<br />6618 C & G r PROPERTY LINE VALVE 80X CL
<br />AS SPECIFIED W STREET w
<br />3" TYPE 9.5 WEAR COURSE MIX (2,B) p O
<br />A B (SPWEA240B) 0.5' 0.5' 18" 24" tr AS REQUIRED AS REQUIRED n
<br />QUANDRANT TO BE POURED 6" CLASS 5 AGGREGATE 100% CRUSHED 4' 8' 4'
<br />a
<br />INTEGRAL WITH CURB LIMESTONE QUARRY OR I� 7• 1'
<br />60' RNJ 55, RAN RECLACLASS 5 GRADATION.
<br />( EQUAL MEETING A
<br />46' TO 46' TO CLASS 5 GRADATION. (MnDOT 3138)
<br />EXPANSION JOINT a/c BIC GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED 4'r'Uq{- 1" MIN. ` 1 UWAM
<br />i 20% _, r 20% _- UNDERCLASS 5 AGGREGATE 2% 2"MAX.
<br />GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED n�
<br />VARIES 18" �o / V / \ �•9� EQUAL
<br />NOTE: 2'-6° GEOTEXTILE FABRIC "
<br />THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95 % COMPLETION MnDOT 3733 TYPE 3
<br />OF ALL HOME CONSTRUCTION.
<br />/ \
<br />�.'� '.. ' • '.• .•i� BIKE PATH TYPICAL SECTION 7-6" T-6'MIN COVER
<br />MIN BONNET GRAVEL OR CRUSHED CURB BOX WITH i -NS STANDPIPE V CORP STOP
<br />SECTION A -A 34' R \ 34' R/ R\ STREET ADAPTOR R WASHED COARSE AND STATIONARY ROD
<br />47' R 44' ROCK TO 6" ABOVE WASTE
<br />THRU B618 C & G L - - - - - - -, L - - - - , VARIES \ •-6' A FULL XT N I N
<br />B/C B/C OPENING MIN. 1/3 CY
<br />THIS DETAIL IS THE SAME P.C. OF & = 46° 02' O6" P.C. OF 0 = 49° 02' O6"
<br />FOR BOTH SIDES OF THE CURB CURB 3" TYPE SP 9.5 WEAR COURSE MIX (2,B) (SPWEA240B) - BRACING AS 1"TYPE K COPPER 1' TYPE K COPPER
<br />VALLEY GUTTER 32' F-F 28' F-F PROPERTY LINE -Y -
<br />MIN. MIN. � 776'.
<br />CLASS SAGGREGATE BASE OR I �' - =�'=' •,: , % REQUIRED
<br />RECLAIMED/RECYCLED EQUAL MEETING A • ^;'•<'• •7
<br />0.5' 5' 0.5' :+ .,` ::=: WATFRMAIN HORIZONTAL GOOSENECK
<br />18 18" CLASS 5 GRADATION. MNDOT SPEC 3138 : d • '":1 :e y:;: 8" x13"x5" MANHOLE BLOCK
<br />GEOTEXTILE FABRIC TO BE PLACED UNDER CLASS 5 AGGREGATE PRECAST CONCRETE LOOP SHALL BE NO HIGHER
<br />6" D.I.P. \� BLOCK THAN WATERMAIN
<br />2% 34' B-B 30' B-B GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL ,••:;?.
<br />3/4"per R. 13, MIIN. 13' 10' MIIN. 10, .E,• ;!. 4::.
<br />WATERMAIN
<br />SLOPE 1/4" PER FOOT TO DRAIN •SY
<br />1:1 3 A �� 7„ 60' R/W 50' RAN \ \/\
<br />-•sw
<br />'4" CONCRETE(3A32A) PRECAST CONCRETE
<br />2'DIAMETER BY
<br />6" MIN. CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE 14" FINE FILTERED AGGREGATE BASE AS SPECIFIED PIT UNDER HYDRANTEP
<br />QUARRY OR RECLAIMED/RECYCLED EQUAL (MnDOT 3138)
<br />riur_ A ry Ass s GRADATION. (MnDOT 3149) OR CLASS 5 FILLED WITH GRAVEL FOR
<br />#4 REBAR (TVP.) TO BE INSTALLED AT HALF DEPTH OF GUTTER AGGREGATE 100%CRUSHED ALL INSTALLATIONS.
<br />LIMESTONE QUARRY OR NOTES:
<br />MEETING CLASS 6 G EQUAL - 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF NOTES:
<br />MEETING A CLASS 5 GRADATION. BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AW WA AND MANUFACTURER'S STANDARDS. 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT
<br />SECTION B-B 'NOTE: (MnDOT 3138) 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE - DEPTH REQUIRED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT
<br />THRU CONCRETE GUTTER 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC..
<br />AREAS. 3. HYDRANTS SHALL HAVE A i6" BREAK OFF TRAFFIC FLANGE 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB
<br />4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. BOXES A-1 OR CITY APPROVED EQUIVALENT.
<br />RESIDENTIAL ADT 300-1000 RESIDENTIAL ADT UNDER 300 5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22-444M OR
<br />SIDEWALK TYPICAL SECTION 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. CITY APPROVED EQUIVALENT.
<br />4. WHERE SIDEWALK OR TRAILS ARE PLACED 1' FROM RIGHT OF WAY WATER SERVICES SHALL BE EMENDED 10'
<br />BEYOND THE RIGHT OF WAY.
<br />Special Details Special Details Special Details Special Details Special Details Special Details
<br />CriY OF CITY OF CrtY OF .CITY OF CITY OF CITY OF
<br />VALLEY GUTTER TYPICAL CUL-DE-SAC FOR BIKE PATH AND TYPICAL TRAIL TYPICAL HYDRANT TYPICAL WATER SERVICES
<br />� 04-01-15 04-01-01 � 04-01-15 rn 01-01-15 � 04-01-15 �� 04-01-15
<br />DETAIL HU-STR-6 50' & 60' RIGHT-OF-WAYS HU-STR-7� SIDEWALK TYPICAL SECTIONS HU-STR-9 T\ � l SECTION Hu-STR-10 INSTALLATION HU-W-1 FOR WATERMAIN
<br />HU-W-2
<br />EST. 180ti D1-2D-17 EST. 1808 01-2D-17 EST. 1906 D1-2D-17 \� - EST. 1806 I«ev�e: D1-2D-17 I // EST. 180fi D1-2D-17 EST. 3806 D1-2D-17
<br />GATE VALVE ADAPTOR:
<br />1/4"STEEL WITH SERIES • • GROUTING RINGS
<br />PROTECTIVE COATING
<br />EACH AREA OV PLYWOOD
<br />3/4" RUBBER GASKET OVER FACE
<br />S 112 OF
<br />INSTALLED BETWEEN GATE OF BOLTS
<br />TABULATED
<br />VALVE AND ADAPTOR TOP VIEW TOTAL AREA 2"TYPE'K'
<br />v Ii>G COPPER
<br />VALVE BOX SETTING TO BE`c^ J 'I SEALS FOR RIGID JOINTS BETWEEN PIPE &CONCRETE STRUCTURES
<br />1/4"-3/8" BELOW PAVEMENT AND Y . SIDE VIEW _ �1 PLUG OR CAP 1"TYPE "K"
<br />AT GRADE IN TURF AREAS PLUGGED CROSS WYE COPPER 4" DIP
<br />Ideal for:
<br />NOTE; INSULATE AS DIRECTED BY ENGINEER BRASS SHUT-OFF VALVE o I . - .I • Mortared Precast Connections
<br />nne Lions to
<br />U IStruc
<br />1�I _ EMBEDDED e• CONCRETE . Field -Poured Concrete
<br />res
<br />VALVE BOX SHALL BE SET TO I +-' q1 4' EMBEDDED A
<br />HAVE 6" ADJUSTMENT UP AND 2 A STRUCTURE
<br />DOWN FROM FINISH GRADE A (WS-30) > A , < ° .s
<br />\ 1` :. EXISTING (OR FINISHED) GRADE _ a� $tnlCtUfeS
<br />SEWER ?� .e• Field -Poured Collars
<br />BEND PLUGGED TEEr 2"CORPORATION 1 • •
<br />e• °,� Casting Pipe Hubs in any
<br />r�VVVRV yRVo� 1"CORPORATION STOP STOP 'e' °'
<br />L Concrete Structure
<br />AGGREGATE AND MnOOT 3733
<br />FABRIC LINING
<br />TYPE 3 PITGEOTEXTILEATTACHED
<br />DRAIN PIT AND ATTACHED TO TOP
<br />7'-6" COVER
<br />OF VALVE BOX FOOT PIECE
<br />MIN.
<br />1-1/2" WASHED ROCK ALL AROUND
<br />MIN 1r3 C.Y.
<br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) .j
<br />BONNET ADAPTOR
<br />DJ P. WATERMAIN
<br /><a
<br />TIE RODS
<br />GATE VALVE
<br />8"X13"x5" MANHOLE BLOCK
<br />8'x8' INSULATION FOR PIPE PLUGGED END 2• MEDIAN
<br />(4" MIN. THICKNESS) 22-1/2" BENDS --(
<br />(TYPICAL) I
<br />CORPORATION i- TSTAINLESS AKE-UP CLAMP STEEL Get these WaterSTOP
<br />6' STOP
<br />Advantages:
<br />WATERMAIN 12 VARIES WATERMAIN Prevents fluid infiltration and
<br />1" COPPER .. exflltrat/on
<br />Excellent in -field connection
<br />CURB BOX :, .. ,"; • to existing structures
<br />MECHANICAL JOINT FITTINGS • A • 4 Installs quickly and easily
<br />WITH RETAINER GLANDS NOTE: •'A•e•s <1 Y Y
<br />20' �( 1. RE -USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. 1"TYPE "K" COPPER •> A A ' �• NON -SHRINK with just a ratchet
<br />INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. PATCHING
<br />FURNISH NEW GASKETS WHERE REQUIRED. COMPOUND Available for most pipe types
<br />2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1"COPPER I 1.5"to 144"
<br />AND 1"CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE 2" TYPE "W COPPER
<br />INCIDENTAL TO THE PROJECT.
<br />3. TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP. 4" GATE VALVE
<br />INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL.
<br />Three Profiles for All Your Rigid Joint Sealing Requirements ...
<br />NOTES:
<br />1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. r F� '
<br />NOTES: 1"CORP
<br />1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
<br />2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER, 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE.
<br />3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND �.-
<br />THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE.
<br />4. ALL VALVES SHALL BE TIED WITH 3/4' THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. 4" DIP PLUG
<br />PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE WS - '25 c.
<br />LIEU OF TIE RODS. W S - 2O WS'°3O
<br />5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECI. THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). 4" DIP CL 52 4-f)" Pipe*)
<br />NO SCALE 12' MAIN (1.5 - 3" Pipe) ( p ) (8-144" Pipe)
<br />Special Details Special Details Special Details Special Details Special Details'WS-25can beused onlarger pipe than 6".but the WS-30Isrecommended
<br />CITY OF CITY OF CITY OF CITY OF CITY OF on 8" pipe and larger
<br />VALVE BOX °"° ^ POURED CONCRETE THRUST w"' WATERMAIN LOWERING °°m ^ TEMPORARY AIR BLEED °"" IRRIGATION DETAIL °"°
<br />04-01-15 04-01-15 04-01-15 04-01-15 04-01-15
<br />INSTALLATION HU-W-3 BLOCKING FOR WATERMAIN « HU-W-4� WITH INSULATION DETAIL THU-W-5� INSTALLATION DETAIL HU-W-6� HU-W-7
<br />EaT. 180e -2. EST. EST. 1906 D,-2D-,7 EBT. 1906 D,-20-,7 EST. 1908 D,-2D-,7 EST. 1808 D,-2D-,7 Press -Seal Gasket Corporation
<br />6932 Gettysburg Pike, Fort Wayne, Indiana 46804
<br />Phone: (260)136-0521 (800)348.7325 Fax: (260)436-1908 E-mail: salesAprewseal.00m Web:! w .Press -seal.
<br />Westwood
<br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
<br />Fax (952) 937-5822 Minnetonka, MN 55343
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />NOMINAL
<br />FITTING SIZE,
<br />INCHES
<br />TEE, YE, PLUG
<br />W CAP
<br />90° BEND,
<br />PLUGGED CROSS
<br />TEE PLUGGED ON
<br />RUN
<br />45' BEND
<br />22-1/2°
<br />BEND
<br />11 -1/4°
<br />BEND
<br />Al
<br />A2
<br />4
<br />1.0
<br />1.4
<br />1.9
<br />1.4
<br />1.0
<br />-
<br />-
<br />6
<br />2.1
<br />3.0
<br />4.3
<br />3.0
<br />11.6
<br />1.0
<br />-
<br />8
<br />3.8
<br />5.3
<br />7.6
<br />5.4
<br />2.9
<br />1.5
<br />1.0
<br />10
<br />5.9
<br />8.4
<br />11.8
<br />8.4
<br />4.6
<br />2.6
<br />1.2
<br />12
<br />8.5
<br />12.0
<br />17.0
<br />12.0
<br />6.6
<br />3.4
<br />1.7
<br />14
<br />11.5
<br />16.3
<br />23.0
<br />16.3
<br />8.9
<br />4.6
<br />2.3
<br />16
<br />15.0
<br />21.3
<br />30.0
<br />21.3
<br />11.6
<br />1 6.0
<br />3.0
<br />18
<br />19.0
<br />27.0
<br />38.0
<br />27.0
<br />1 14.6
<br />1 7.6
<br />1 3.8
<br />20
<br />23.5
<br />33.3
<br />47.0
<br />33.3
<br />18.1
<br />1 9.4
<br />1 4.1
<br />24
<br />34.0
<br />48.0
<br />68.0
<br />48.0
<br />26.2
<br />1 13.6
<br />1 6.8
<br />I hereby certify that this plan was prepared by me or under my
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGINEER under the laws of the State of Minnesota.
<br />John Bender
<br />Date: 01/14/20 License Nm 43358
<br />Revisions:
<br />Chedlea: THB
<br />Drawn: CTY
<br />Record Drawing by/data
<br />Prepared for:
<br />0F5 Adelaide LLC
<br />1660 Highway 100 South, Suite 400
<br />St. Louis Park, MN 55416
<br />Latest Revision Date: 01/14/20
<br />0008463.05DTF01.dwg
<br />Date: 01/09/20 Sheet: 18 of 20
<br />Adelaide Landing
<br />5th Addition I Details
<br />M
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