GN-01
APRIL 2018STANDARD STREET INTERSECTION
AND UTILITY LOCATIONS
AutoCAD SHX TextSS
AutoCAD SHX TextSS
AutoCAD SHX TextCW
AutoCAD SHX TextSD
AutoCAD SHX TextSD
AutoCAD SHX TextPI
AutoCAD SHX TextC
AutoCAD SHX TextL
AutoCAD SHX TextC
AutoCAD SHX TextL
AutoCAD SHX TextG
AutoCAD SHX TextG
AutoCAD SHX TextP
AutoCAD SHX TextP
AutoCAD SHX TextT
AutoCAD SHX TextT
AutoCAD SHX TextG
AutoCAD SHX TextG
AutoCAD SHX TextT
AutoCAD SHX TextP
AutoCAD SHX TextP
AutoCAD SHX TextT
AutoCAD SHX TextSD
AutoCAD SHX TextSS
AutoCAD SHX TextCW
AutoCAD SHX TextPI
AutoCAD SHX TextSS
AutoCAD SHX TextSD
AutoCAD SHX TextCURB FACE INLET
AutoCAD SHX TextTC
AutoCAD SHX TextTC
AutoCAD SHX TextTC
AutoCAD SHX TextTC
AutoCAD SHX TextPI
AutoCAD SHX TextPI
AutoCAD SHX TextCW
AutoCAD SHX TextCW
AutoCAD SHX TextPLANTER STRIP
AutoCAD SHX TextPROPERTY LINE (R/W)
AutoCAD SHX TextSURVEY MONUMENT (WHERE REQUIRED)
AutoCAD SHX TextALIGN PI VALVES WITH PROPERTY LINES
AutoCAD SHX Text10' PUBLIC UTILITIES EASEMENT (PUE)
AutoCAD SHX TextSIDEWALK
AutoCAD SHX TextCURB & GUTTER
AutoCAD SHX TextWATER METER
AutoCAD SHX TextSTREET LIGHT OPPOSITE SIDE FROM STOP SIGN
AutoCAD SHX TextIRRIGATION SERVICE
AutoCAD SHX TextSIGNS SEE DETAIL RD16 FOR PLACEMENT LOCATION
AutoCAD SHX Text18" WIDE STOP BAR TO BE 4' BEHIND CROSS WALK
AutoCAD SHX TextNOTE: 1. CROSS GUTTERS ARE NOT PERMITTED WHERE SURFACE WATER CAN BE PICKED UP CROSS GUTTERS ARE NOT PERMITTED WHERE SURFACE WATER CAN BE PICKED UP IN A STORM DRAIN. 2. EXACT UTILITY PLACEMENT TO BE DETERMINED BY CITY AND UTILITY COMPANIESEXACT UTILITY PLACEMENT TO BE DETERMINED BY CITY AND UTILITY COMPANIES
AutoCAD SHX TextSS= SANITARY SEWER SD= STORM DRAIN CW= CULINARY WATER PI= PRESSURE IRRIGATION G= NATURAL GAS P= POWER T= TELEPHONE TC= TELECOMMUNICATIONS
AutoCAD SHX TextCROSS GUTTER WITH FULL STEEL REINFORCED FROGS. (SEE DETAIL)
AutoCAD SHX TextMIN
AutoCAD SHX Text%%uLEGEND%%u
AutoCAD SHX TextR
AutoCAD SHX Text15'
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
PROPERTY LINE
PRESSURIZED IRRIGATION MAIN
SANITARY SEWER MAIN
CULINARY WATER
METER CENTERED IN
PLANTER STRIP
CULINARY WATER MAIN
STORM DRAIN
CURB AND GUTTER
INSTALL WATER SERVICE
15' BEHIND PROPERTY LINE
MARK WITH 2"X4" PAINTED BLUE
SIDEWALK
INSTALL 4" PVC SLEEVE UNDER
SIDEWALK. EXTEND A MINIMUM
OF 1' ON EACH SIDE OF
SIDEWALK IN LINE WITH METER.
PRESSURIZED IRRIGATION
METER CENTERED IN
PLANTER STRIP
COMMUNICATION BOXES
ELECTRIC BOX
P.U.E. VARIES
CENTER LOT
INSTALL SEWER LATERAL
15' BEHIND PROPERTY LINE
MARK WITH 2"X4" PAINTED GREEN
COMMUNICATION CONDUIT
ELECTRIC CONDUIT
10' 5'
FLOW
UTILITY LOCATIONBUILDING LOT
GN-02
APRIL 2018
AutoCAD SHX TextNOTES: 1. SEWER LATERAL TO BE INSTALLED 10' OFF CENTER OF LOT TOWARDS DIRECTION OF FLOW SEWER LATERAL TO BE INSTALLED 10' OFF CENTER OF LOT TOWARDS DIRECTION OF FLOW SEWER MAIN 2. PRESSURIZED IRRIGATION METER TO BE INSTALLED 5' OFF CENTER OF LOT OPPOSITE SEWER PRESSURIZED IRRIGATION METER TO BE INSTALLED 5' OFF CENTER OF LOT OPPOSITE SEWER
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
NOTES:
1. PROPERLY-PLANTED TREES GENERALLY DO NOT REQUIRE STAKING. IF STAKING IS NECESSARY, STAKES SHOULD BE
DRIVEN INTO GROUND OUTSIDE OF THE ROOT BALL. GUYING MATERIAL MUST BE WIDE AND FLEXIBLE; HOSE AND WIRE
SHOULD NOT BE USED. TREES SHALL BE STAKED SO THAT THE TRUNK MAY MOVE NATURALLY IN THE WIND. ALL
STAKING MATERIALS SHALL BE REMOVED WITHIN ONE YEAR'S TIME.
2. TREE PLANTING SEASON IS FROM LABOR DAY TO MEMORIAL DAY. NO TREES MAY BE PLANTED IN PUBLIC
RIGHTS-OF-WAY OUTSIDE OF THIS TIME PERIOD. TREES PLANTED WHILE THE TREE IS NOT DORMANT WILL REQUIRE A
TWO-YEAR REPLACEMENT GUARANTEE.
DO NOT CUT CENTRAL LEADER. ONLY
PRUNE OFF DEAD, BROKEN, OR
DAMAGED BRANCHES.
ROOT FLARE SHALL BE VISIBLE AT, OR
SLIGHTLY ABOVE, FINISHED GRADE.
ROOT BALL SHALL BE AT LEAST 12" IN DIAMETER PER EACH
1" OF TREE CALIPER AND AT LEAST 18" DEEP. BALL SHALL
BE WRAPPED TIGHTLY WITH NO LOOSE PARTS. REMOVE
ALL BURLAP AND PLACE IN THE BOTTOM OF THE HOLE
UNDER THE ROOT BALL. REMOVE ALL TWINE, WIRE BASKET,
AND OTHER BINDINGS FROM THE ROOT BALL AND DISPOSE
OF PROPERLY IN THE GARBAGE.
ROUND-TOPPED SOIL BERM (WATER RING) 4"
HIGH X 8" WIDE ABOVE ROOT BALL SURFACE
SHALL BE CONSTRUCTED AROUND THE ROOT
BALL. BERM SHALL BEGIN AT ROOT BALL
PERIPHERY.
MULCH RING, AT LEAST 30" IN DIAMETER, 3"
TO 4" DEEP. NO MORE THAN 1" OF MULCH
ON TOP OF ROOT BALL. KEEP MULCH AT
LEAST 3" AWAY FROM TRUNK. FABRIC
UNDER MULCH NOT REQUIRED FOR SINGLE
TREES.
FINISHED GRADE
EXISTING SOIL
SLOPE SIDES OF LOOSENED SOIL
BOTTOM OF ROOT BALL TO
REST ON EXISTING SOIL
DECIDUOUS TREES SHALL BE 1 3/4"
TO 2 1/2" CALIPER BALL AND BURLAP
STOCK. EVERGREEN TREES SHALL BE
5' TO 7' BALL AND BURLAP STOCK.
TREE SHALL BE SET IN CENTER OF HOLE
AND STOOD UPRIGHT.
TREE SHALL ONLY BE LIFTED BY WIRE
BASKET; NEVER LIFT TREE BY GRASPING
TRUNK OR LIMBS OR BY ATTACHING ANY
TYPE OF SLING OR CHOKER.
BACKFILL HOLE WITH NATIVE MATERIAL. LIGHTLY
TAMP SOIL AROUND ROOT BALL IN 6" LIFTS TO BRACE
TREE. COMPACT ONLY ENOUGH TO HOLD TREE IN
PLACE. DO NOT OVER-COMPACT AND NEVER USE
MECHANICAL COMPACTION. ONCE PLANTING HOLE
HAS BEEN BACKFILLED, WATER GENEROUSLY TO
SOAK ENTIRE ROOT BALL AND BACKFILL MATERIAL.
BACKFILL MATERIAL MAY NEED TO BE ADDED AS SOIL
SETTLES BELOW ROOT FLARE.
LOOSENED SOIL. DIG AND TURN THE SOIL TO
REDUCE COMPACTION TO THE AREA AND
DEPTH SHOWN. TOP SOIL OR SOIL PREP MAY
BE ADDED TO NATIVE MATERIAL BUT MAY
NOT REPLACE NATIVE MATERIAL. BACKFILL
MATERIAL SHOULD COVER ROOT FLARE
SLIGHTLY BUT SHALL NOT BE PILED AGAINST
TRUNK.
3x widest dimension of root ball
TREE PLANTING DETAIL GN-03
APRIL 2018
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
COLLECTOR-ARTERIAL INTERSECTION RD-01
APRIL 2018
AutoCAD SHX TextCOLLECTOR
AutoCAD SHX Text12'
AutoCAD SHX Text12'
AutoCAD SHX Text12'
AutoCAD SHX Text12'
AutoCAD SHX Text12'
AutoCAD SHX Text11'
AutoCAD SHX Text12'
AutoCAD SHX Text22'
AutoCAD SHX Text25' RADIUS
AutoCAD SHX TextTBC 38' RADIUS
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
5' 8' 2' 11' 6"⅊
2%2%
67' STREET CROSS-SECTION (COMMERCIAL LOCAL)
LOOKING NORTH OR WEST
5'8'2'11' 6"⅊
2%
67'
7' 7'
37'
10'
5'
5'
10'
5' 8' 2' 10' 6"⅊
2% 2%
59' STREET CROSS-SECTION (RESIDENTIAL LOCAL)
LOOKING NORTH OR WEST
5'8'10' 6"⅊
2%2%
59'
4' 4'
29'
10'
5'
5'
10'
2'
SEE SIDEWALKDETAIL
EXTEND 8" ROADBASE AND12"/18" IMPORTED GRANULARMATERIAL 1-FOOT BEHIND TBC.
IMPORTED GRANULAR MATERIAL(12" MIN. TYPICALLY)
(18" MIN. IN WESTFIELDS)
8" ROADBASE (MIN.)4" ASPHALT (MIN.)
SEE CURB & GUTTER DETAIL
15" STORM DRAIN
CULINARY WATER
SANITARY SEWERPRESSURE IRRIGATION
SEE SIDEWALKDETAIL
EXTEND 8" ROADBASE AND12"/18" IMPORTED GRANULARMATERIAL 1-FOOT BEHIND TBC.
IMPORTED GRANULAR MATERIAL(12" MIN. TYPICALLY)
(18" MIN. IN WESTFIELDS)
8" ROADBASE (MIN.)
3" ASPHALT (MIN.)
SEE CURB & GUTTER DETAIL
15" STORM DRAIN
CULINARY WATER
SANITARY SEWERPRESSURE IRRIGATION
2%
5' 8' 2' 12'⅊
2%
72' STREET CROSS-SECTION (MINOR COLLECTOR)
TWO LANE LOOKING NORTH OR WEST
5'8'2'12'⅊
72'
5' 5'
42'
10'
5'
5'
10'
SEE SIDEWALKDETAIL
8" ROADBASE (MIN.)4" ASPHALT (MIN.)
15" STORM DRAIN
CULINARY WATER
SANITARY SEWER
2%
4' 4'
2% 2%
EXTEND 8" ROADBASE AND12"/18" IMPORTED GRANULARMATERIAL 1-FOOT BEHIND TBC.
SEE CURB & GUTTER DETAILIMPORTED GRANULAR MATERIAL
(12" MIN. TYPICALLY)(18" MIN. IN WESTFIELDS)
PRESSURE IRRIGATION
5' 8' 2'⅊
2%
72' STREET CROSS-SECTION (MINOR COLLECTOR)
THREE LANE LOOKING NORTH OR WEST
5'8'2'12'⅊
72'
11' 11'
42'
10'
5'
5'
10'
SEE SIDEWALKDETAIL
8" ROADBASE (MIN.)4" ASPHALT (MIN.)
15" STORM DRAIN
CULINARY WATER
SANITARY SEWER
2%
4' 4'
2%
EXTEND 8" ROADBASE AND12"/18" IMPORTED GRANULARMATERIAL 1-FOOT BEHIND TBC.
SEE CURB & GUTTER DETAILIMPORTED GRANULAR MATERIAL
(12" MIN. TYPICALLY)(18" MIN. IN WESTFIELDS)
PRESSURE IRRIGATION
2%
MAJOR STREET CROSS SECTIONAND UTILITY LOCATION
RD-02
APRIL 2018
AutoCAD SHX TextNOTES: 1. IMPORTED GRANULAR MATERIAL, ROADBASE AND WHERE NECESSARY ASPHALT THICKNESS WILL MEET THE CITY MIN. AS SHOWN ABOVE OR THE IMPORTED GRANULAR MATERIAL, ROADBASE AND WHERE NECESSARY ASPHALT THICKNESS WILL MEET THE CITY MIN. AS SHOWN ABOVE OR THE RECOMMENDED THICKNESS FROM THE GEOTECHNICAL REPORT, WHICHEVER IS GREATER. 2. TELECOMMUNICATIONS CONDUIT SHALL BE LAID WHERE TELEPHONE CONDUIT IS LAID. TELECOMMUNICATIONS CONDUIT SHALL BE LAID WHERE TELEPHONE CONDUIT IS LAID. 3. 30" OF COVER IS REQUIRED FOR ALL UTILITIES UNDER THE ASPHALT SECTION OF A PUBLIC ROADWAY. THE REQUIRED COVER OVER UTILITY LINES 30" OF COVER IS REQUIRED FOR ALL UTILITIES UNDER THE ASPHALT SECTION OF A PUBLIC ROADWAY. THE REQUIRED COVER OVER UTILITY LINES ARE AS FOLLOWS: CULINARY WATER = 48" MINIMUM PRESSURE IRRIGATION = 30" MINIMUM SANITARY SEWER = PER DESIGN STORM DRAIN = 30" MINIMUM TELECOMMUNICATIONS = 30" MINIMUM ALL OTHERS = PER UTILITY REQUIREMENTS
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
℄8' 2' 7'
1'
11'6'
51' (102' / 2)
EXTEND 8" ROADBASE AND12"/18" IMPORTED GRANULAR
MATERIAL 1-FOOT BEHIND TBC.
IMPORTED GRANULAR MATERIAL(12" MIN. TYPICALLY)
(18" MIN. IN WESTFIELDS)
8" ROADBASE (MIN.)
4" ASPHALT (MIN.)
14' WIDE RAISEDCENTER MEDIAN
2%
SEE CURB &GUTTER DETAIL
102' STREET CROSS-SECTION (MAJOR ARTERIAL WITH TRAIL)
11'
℄5' 8' 2' 8'12'12'
59' (118' / 2)
SEE SIDEWALKDETAIL
EXTEND 8" ROADBASE AND12"/18" IMPORTED GRANULAR
MATERIAL 1-FOOT BEHIND TBC.
IMPORTED GRANULAR MATERIAL(12" MIN. TYPICALLY)
(18" MIN. IN WESTFIELDS)
8" ROADBASE (MIN.)
4" ASPHALT (MIN.)
16' WIDE RAISEDCENTER MEDIAN
⅊2% 2%
SEE CURB &GUTTER DETAIL
118' STREET CROSS-SECTION (PRINCIPAL ARTERIAL)
12'
36'
29'
℄5' 8' 2' 7'
1'
11'6'
51' (102' / 2)
SEE SIDEWALKDETAIL
EXTEND 8" ROADBASE AND12"/18" IMPORTED GRANULAR
MATERIAL 1-FOOT BEHIND TBC.
IMPORTED GRANULAR MATERIAL(12" MIN. TYPICALLY)
(18" MIN. IN WESTFIELDS)
8" ROADBASE (MIN.)
4" ASPHALT (MIN.)
14' WIDE RAISEDCENTER MEDIAN
⅊2% 2%
SEE CURB &GUTTER DETAIL
102' STREET CROSS-SECTION (MAJOR ARTERIAL)
11'
29'
SEE MEDIAN CURBDETAIL
SEE MEDIAN CURBDETAIL
SEE MEDIAN CURBDETAIL
℄8' 2' 7'
1'
11'6'
56' / 51' (107')
EXTEND 8" ROADBASE AND12"/18" IMPORTED GRANULAR
MATERIAL 1-FOOT BEHIND TBC.
IMPORTED GRANULAR MATERIAL(12" MIN. TYPICALLY)
(18" MIN. IN WESTFIELDS)
8" ROADBASE (MIN.)
4" ASPHALT (MIN.)
14' WIDE RAISEDCENTER MEDIAN
2%
SEE CURB &GUTTER DETAIL
107' STREET CROSS-SECTION (MAJOR ARTERIAL WITH TRAIL)
** TRAIL LOCATION MAY VARY EITHER SIDE OF CROSS SECTION (5' SIDEWALK ON OPPOSITE SIDE)
11'
29'
10'⅊
2%
3" ASPHALT (MIN.)8" ROADBASE (MIN.)
TRAIL **
SEE MEDIAN CURBDETAIL
5'
SEE SIDEWALKDETAIL
⅊2%
MAJOR STREET CROSS SECTIONAND UTILITY LOCATION
RD-03
APRIL 2018
AutoCAD SHX TextNOTES: 1. IMPORTED GRANULAR MATERIAL, ROADBASE AND WHERE NECESSARY ASPHALT THICKNESS WILL MEET THE CITY MIN. AS SHOWN ABOVE OR THE IMPORTED GRANULAR MATERIAL, ROADBASE AND WHERE NECESSARY ASPHALT THICKNESS WILL MEET THE CITY MIN. AS SHOWN ABOVE OR THE RECOMMENDED THICKNESS FROM THE GEOTECHNICAL REPORT, WHICHEVER IS GREATER. 2. TELECOMMUNICATIONS CONDUIT SHALL BE LAID WHERE TELEPHONE CONDUIT IS LAID. TELECOMMUNICATIONS CONDUIT SHALL BE LAID WHERE TELEPHONE CONDUIT IS LAID. 3. ALL UTILITY LOCATIONS TO BE APPROVED BY CITY ENGINEER. ALL UTILITY LOCATIONS TO BE APPROVED BY CITY ENGINEER. 4. 30" OF COVER IS REQUIRED FOR ALL UTILITIES UNDER THE ASPHALT SECTION OF A PUBLIC ROADWAY. THE REQUIRED COVER OVER UTILITY LINES 30" OF COVER IS REQUIRED FOR ALL UTILITIES UNDER THE ASPHALT SECTION OF A PUBLIC ROADWAY. THE REQUIRED COVER OVER UTILITY LINES ARE AS FOLLOWS: CULINARY WATER = 48" MINIMUM PRESSURE IRRIGATION = 30" MINIMUM SANITARY SEWER = PER DESIGN STORM DRAIN = 30" MINIMUM TELECOMMUNICATIONS = 30" MINIMUM ALL OTHERS = PER UTILITY REQUIREMENTS
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
CURB, GUTTER &SIDEWALK DETAILS RD-04
APRIL 2018
AutoCAD SHX Text2%%% SLOPE TO CURB
AutoCAD SHX TextTYPICAL CURB & GUTTER SECTION (TYPE E)
AutoCAD SHX TextSIDEWALK SECTION
AutoCAD SHX TextCROSS GUTTER SECTION
AutoCAD SHX TextNOTE: 1. CONTRACTION JOINTS EVERY 10' MAXIMUM AND EXPANSION JOINTS EVERY 50' MAXIMUM CONTRACTION JOINTS EVERY 10' MAXIMUM AND EXPANSION JOINTS EVERY 50' MAXIMUM 2. SAME REINFORCING REQUIRED IN FROGS SHOW ON STANDARD STREET INTERSECTION AND UTILITY LOCATION SAME REINFORCING REQUIRED IN FROGS SHOW ON STANDARD STREET INTERSECTION AND UTILITY LOCATION DRAWING
AutoCAD SHX Text8' ROADBASE TYPICAL. EXTEND TO 1' BEHIND TBC.
AutoCAD SHX Text12"/18" IMPORTED GRANULAR MATERIAL TYPICAL. EXTEND TO 1' BEHIND TBC.
AutoCAD SHX Text6" UNTREATED BASE COURSE
AutoCAD SHX TextR= "34"
AutoCAD SHX Text8' ROADBASE TYPICAL.
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
RD-05CURB & GUTTERCONCRETE CURB
APRIL 2018
AutoCAD SHX TextCORRUGATED GUTTER PLATE BASE 24" RASE 25/8" STEEL #10 GAGE
AutoCAD SHX TextWELDED WIRE REINFORCING 6" x 6" MESH-NO. 6 PLANE WIRE
AutoCAD SHX TextNOTE: CONTRACTION JOINTS EVERY 10' MAXIMUM AND EXPANSION JOINTS EVERY 50' MAXIMUM
AutoCAD SHX TextFOR MATCHING EXISITNG CONDITIONS
AutoCAD SHX TextFOR MATCHING EXISITNG CONDITIONS
AutoCAD SHX Text8" ROADBASE TYPICAL
AutoCAD SHX Text8" ROADBASE TYPICAL. EXTEND TO 1' BEHIND TBC.
AutoCAD SHX Text12"/18" IMPORTED GRANULAR MATERIAL TYPICAL. EXTEND TO 1' BEHIND TBC.
AutoCAD SHX Text8" ROADBASE TYPICAL
AutoCAD SHX TextCURB & GUTTER (TYPE B)
AutoCAD SHX TextR
AutoCAD SHX Text1'-6"
AutoCAD SHX TextR
AutoCAD SHX Text1'-6"
AutoCAD SHX TextR
AutoCAD SHX Text1'-6"
AutoCAD SHX TextCURB & GUTTER (TYPE B AT DRIVEWAY CROSSING)
AutoCAD SHX TextDETAILS ON THIS SHEET TO BE USED ONLY BY PERMISSION OF CITY ENGINEER
AutoCAD SHX TextAPWA TYPE "G" CURB & GUTTER
AutoCAD SHX Text2% SLOPE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
6"
18"
12"
6"
REINFORCEMENT (2)#4 @ *" O.C.
4"16"
2"6"
8" 2"
8"
FINISHED SURFACE
R=1"
8" BASE COURSE
APWA TYPE "P" CURB WALL APWA TYPE "Q" MEDIAN CURB
MEDIAN CURB
7'
FINISHED SURFACE
PLOWABLE END SECTION
CURB WALL & MEDIAN CURBPLOWABLE END SECTION
RD-06
APRIL 2018
DRAWING #
ADOPTED DATE
SPRINGVILLE CITY110 SOUTH MAIN STEETSPRINGVILLE UTAH 84663ENGINEERING OFFICE(801)491-2780
TYPICAL DRIVE APPROACH
RD-07
APRIL 2018
AutoCAD SHX TextSLOPE
AutoCAD SHX TextVARIES
AutoCAD SHX Text2% SLOPE
AutoCAD SHX TextSLOPE
AutoCAD SHX TextSLOPE
AutoCAD SHX Text2%
AutoCAD SHX TextSLOPE
AutoCAD SHX Text2%
AutoCAD SHX TextSLOPE
AutoCAD SHX Text2%
AutoCAD SHX TextBACK OF SIDEWALK
AutoCAD SHX TextDRIVEWAY
AutoCAD SHX TextPLANTER STRIP
AutoCAD SHX TextPLANTER STRIP
AutoCAD SHX TextSIDEWALK
AutoCAD SHX Text8" ROADBASE TYPICAL
AutoCAD SHX Text6" ROADBASE TYPICAL
AutoCAD SHX TextIMPORTED GRANULAR MATERIAL. EXTEND 1' BEHIND TBC.
AutoCAD SHX Text24' MINIMUM TO 40' MAXIMUM FOR NON-RESIDENTIAL DRIVES
AutoCAD SHX TextSLOPE
AutoCAD SHX Text2%
AutoCAD SHX TextSLOPE 25:1
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextFLOWLINE OF GUTTER
AutoCAD SHX Text(VARIES)
AutoCAD SHX TextELEVATION
AutoCAD SHX TextPLAN
AutoCAD SHX Text25:1
AutoCAD SHX TextSECTION A-A
AutoCAD SHX TextENLARGED: N.T.S.
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextDRIVEWAY
AutoCAD SHX TextNOTES: 1. SLOPED AREAS AND SLOPED DRIVEWAYS SHALL HAVE A SLOPED AREAS AND SLOPED DRIVEWAYS SHALL HAVE A COURSE BROOM FINISH. 2. THE DRIVEWAY, AT A POINT 4' BEHIND THE SIDEWALK THE DRIVEWAY, AT A POINT 4' BEHIND THE SIDEWALK SHALL BE AT LEAST 7 " HIGHER THAN THE FLOWLINE OF 14" HIGHER THAN THE FLOWLINE OF THE GUTTER. 3. DRIVEWAY WILL NOT BE INSTALLED MONOLITHIC WITH DRIVEWAY WILL NOT BE INSTALLED MONOLITHIC WITH SIDEWALK OR CURB AND GUTTER
AutoCAD SHX TextCOLD JOINT
AutoCAD SHX TextEXPANSION JOINT
RD-08STANDARD CURB RETURN & ADA RAMPAT INTERSECTION
APRIL 2018
AutoCAD SHX Text2% SLOPE
AutoCAD SHX TextPCR
AutoCAD SHX TextPCR
AutoCAD SHX TextPLANTER STRIP
AutoCAD SHX TextPROPERTY LINE / BACK OF WALK
AutoCAD SHX Text6" ROADBASE TYPICAL
AutoCAD SHX TextNOTES: 1. LANDING SHALL NOT EXCEED 2% IN ANY DIRECTION. LANDING SHALL NOT EXCEED 2% IN ANY DIRECTION. 2. MID-BLOCK CROSSINGS SHALL USE THE SAME RAMP MID-BLOCK CROSSINGS SHALL USE THE SAME RAMP CONFIGURATION, EXCEPT THAT THERE WOULD BE A DIFFERENT RADIUS CURVE OR NO CURVE AT ALL.
AutoCAD SHX Text6" ROADBASE TYPICAL
AutoCAD SHX TextIMPORTED GRANULAR MATERIAL. EXTEND 1' BEHIND TBC.
AutoCAD SHX TextTYP.
AutoCAD SHX TextSECTION A-A
AutoCAD SHX TextTRUNCATED DOMES
AutoCAD SHX TextENLARGED SCALE 1"=1'
AutoCAD SHX TextBASE DIAMETER
AutoCAD SHX Text7/8" TO 13/8"
AutoCAD SHX TextENLARGED: N.T.S.
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextC
AutoCAD SHX TextSIDEWALK
AutoCAD SHX TextPLANTER STRIP
AutoCAD SHX TextGUTTER
AutoCAD SHX Text17:1
AutoCAD SHX TextSLOPE 17:1
AutoCAD SHX TextSLOPE 2%
AutoCAD SHX TextFRONT OF WALK
AutoCAD SHX TextBACK OF WALK
AutoCAD SHX TextELEVATION
AutoCAD SHX TextPLAN VIEW
AutoCAD SHX Text4:1
AutoCAD SHX Text4:1
AutoCAD SHX TextFLOWLINE
AutoCAD SHX TextL
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX Text24" X 48" ALERTCAST REPLACEABLE CAST IN PLACE YELLOW, TRUNCATED DOME, DETECTABLE WARNING TACTILE SURFACE WITH PENETRATOR ANCHORS OR APPROVED EQUAL
RD-09STANDARD ADA RAMPAT MIDBLOCK
APRIL 2018
AutoCAD SHX TextSIDEWALK
AutoCAD SHX TextPLANTER STRIP
AutoCAD SHX TextPROPERTY LINE / BACK OF WALK
AutoCAD SHX Text2% SLOPE
AutoCAD SHX Text6" ROADBASE TYPICAL
AutoCAD SHX Text8" ROADBASE TYPICAL
AutoCAD SHX TextIMPORTED GRANULAR MATERIAL. EXTEND 1' BEHIND TBC.
AutoCAD SHX TextTYP.
AutoCAD SHX TextENLARGED SCALE 1"=1'
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextSIDEWALK
AutoCAD SHX TextPLANTER STRIP
AutoCAD SHX TextGUTTER
AutoCAD SHX TextSLOPE 17:1
AutoCAD SHX TextSLOPE 2%
AutoCAD SHX TextELEVATION
AutoCAD SHX TextPLAN VIEW
AutoCAD SHX Text4:1
AutoCAD SHX Text4:1
AutoCAD SHX TextFLOWLINE
AutoCAD SHX TextSECTION A-A
AutoCAD SHX TextTRUNCATED DOMES
AutoCAD SHX TextENLARGED SCALE 1"=1'
AutoCAD SHX TextBASE DIAMETER
AutoCAD SHX Text7/8" TO 13/8"
AutoCAD SHX TextENLARGED: N.T.S.
AutoCAD SHX Text17:1
AutoCAD SHX TextC
AutoCAD SHX TextL
AutoCAD SHX TextFRONT OF WALK
AutoCAD SHX TextBACK OF WALK
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextNOTES: 1. LANDING SHALL NOT EXCEED 2% IN ANY DIRECTION. LANDING SHALL NOT EXCEED 2% IN ANY DIRECTION. 2. MID-BLOCK CROSSINGS SHALL USE THE SAME RAMP MID-BLOCK CROSSINGS SHALL USE THE SAME RAMP CONFIGURATION, EXCEPT THAT THERE WOULD BE A DIFFERENT RADIUS CURVE OR NO CURVE AT ALL.
AutoCAD SHX Text24" X 48" ALERTCAST REPLACEABLE CAST IN PLACE YELLOW, TRUNCATED DOME, DETECTABLE WARNING TACTILE SURFACE WITH PENETRATOR ANCHORS OR APPROVED EQUAL
PROPERTY LINE / BACK OF WALK
PROP
ERTY
LINE
/ BA
CK O
F W
ALK
MAXI
MUM
LENG
TH =
400'
FROM
PRO
PERT
Y LIN
E TO
RAD
IUS
POIN
T OF
CUL
-DE-
SAC
CUL-DE-SAC RD-10
APRIL 2018
AutoCAD SHX TextR 15'
AutoCAD SHX TextR 15'
AutoCAD SHX TextR 65'
AutoCAD SHX TextR 50'
AutoCAD SHX TextR 30'
AutoCAD SHX TextSURVEY MONUMENT (WHERE REQUIRED)
AutoCAD SHX TextAT "TEE" INTERSECTIONS ADA RAMP REQUIRED AT ONLY ONE OF THESE LOCATIONS
AutoCAD SHX Text5' SIDEWALK
AutoCAD SHX Text8' PLANTER STRIP
AutoCAD SHX Text2' CURB & GUTTER
AutoCAD SHX TextSURVEY MONUMENT (WHERE REQUIRED)
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
PROPERTY LINE / BACK OF WALK
PROP
ERTY
LINE
/ BA
CK O
F W
ALK
KNUCKLE RD-11
APRIL 2018
AutoCAD SHX TextR 15'
AutoCAD SHX TextR 15'
AutoCAD SHX TextR 65'
AutoCAD SHX TextR 50'
AutoCAD SHX TextR 30'
AutoCAD SHX Text5' SIDEWALK
AutoCAD SHX Text8' PLANTER STRIP
AutoCAD SHX Text2' CURB & GUTTER
AutoCAD SHX TextSURVEY MONUMENT (WHERE REQUIRED)
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
PROPERTY LINE / BACK OF WALK
PROP
ERTY
LINE
/ BA
CK O
F W
ALK
MAXI
MUM
LENG
TH =
400'
FROM
PRO
PERT
Y LIN
E TO
RAD
IUS
POIN
T OF
CUL
-DE-
SAC
DETAILS ON THIS SHEET TO BE USED ONLY BY PERMISSION OF CITY ENGINEER
TEMPORARY TURNAROUND RD-12
APRIL 2018
NOTES:
AutoCAD SHX TextR 15'
AutoCAD SHX TextSURVEY MONUMENT (WHERE REQUIRED)
AutoCAD SHX TextAT "TEE" INTERSECTIONS ADA RAMP REQUIRED AT ONLY ONE OF THESE LOCATIONS
AutoCAD SHX Text5' SIDEWALK
AutoCAD SHX Text8' PLANTER STRIP
AutoCAD SHX Text2' CURB & GUTTER
AutoCAD SHX TextSLOPE 2%
AutoCAD SHX TextSLOPE 2%
AutoCAD SHX TextSLOPE 2%
AutoCAD SHX TextR 30'
AutoCAD SHX TextR 50'
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX Text1. TEMPORARY TURN AROUND TO CONSIST OF A MAINTAINABLE ALL WEATHER PASSABLE SURFACE TEMPORARY TURN AROUND TO CONSIST OF A MAINTAINABLE ALL WEATHER PASSABLE SURFACE CONSISTING OF ASPHALT, CONCRETE OR OTHER SIMILAR APPROVED DRIVING SURFACE (AS APPROVED BY CITY ENGINEER AND FIRE MARSHALL) CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS 2. ASYMMETRICAL TURN AROUND'S ARE ALLOWED.ASYMMETRICAL TURN AROUND'S ARE ALLOWED.
RD-13ADA PARKING & PASSENGERLOADING ZONE
APRIL 2018
AutoCAD SHX TextSIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY MOUNTED HIGH ENOUGH SO IT CAN BE SEEN WHILE A VEHICLE IS PARKED IN THE SPACE
AutoCAD SHX TextSIGN WITH "VAN ACCESSIBLE" AND THE INTERNATIONAL SYMBOL OF ACCESSIBILITY MOUNTED HIGH ENOUGH SO IT CAN BE SEEN WHILE A VEHICLE IS PARKED IN THE SPACE
AutoCAD SHX TextADA RAMP
AutoCAD SHX TextTOTAL NUMBER OF PARKING SPACES PROVIDED (PER LOT)
AutoCAD SHX TextTOTAL MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES (60" & 96" AISLES)
AutoCAD SHX TextVAN ACCESSIBLE PARKING SPACES WITH MIN. 96" WIDE ACCESS AISLE
AutoCAD SHX TextACCESSIBLE PARKING SPACES WITH MIN. 60" WIDE ACCESS AISLE
AutoCAD SHX TextCOLUMN A 1 2 3 4 5 6 7 8 9 2% OF TOTAL PARKING PROVIDED IN EACH LOT 20 PLUS 1 FOR EACH 100 OVER 1000
AutoCAD SHX Text1 1 1 1 1 1 1 1 2 1/8 OF COLUMN A * 1/8 OF COLUMN A *
AutoCAD SHX Text0 1 2 3 4 5 6 7 7 7/8 OF COLUMN A ** 7/8 OF COLUMN A **
AutoCAD SHX TextNOTES: 1. ACCESSIBLE PARKING AS CLOSE TO BUILDING AS POSSIBLE. 2. DESIGNATED RESERVED SIGN BY EACH SPACE. 3. EACH PARKING LOT SHALL HAVE A MINIMUM OF ONE (1) "VAN ACCESSIBLE" SPACE 4. ONE IN EVERY EIGHT (8) ACCESSIBLE SPACES SHALL HAVE AN ACCESS AISLE 8'-0" WIDE AND SHALL BE SIGNED " VAN ACCESSIBLE". 5. SIGNS SHALL HAVE THE "ACCESSIBLE SYMBOL" WITH "VAN ACCESSIBLE" INDICATED BELOW. 6. RAMP MAXIMUM SLOPE 12:1. 7. OTHER AS REQUIRED BY ADA STANDARDS.
AutoCAD SHX TextADA RAMP
AutoCAD SHX Text1 TO 25 26 TO 50 51 TO 75 76 TO 100 101 TO 150 151 TO 200 201 TO 300 301 TO 400 401 TO 500 501 TO 1000 1001 AND OVER
AutoCAD SHX TextCURB WALL
AutoCAD SHX TextCURB WALL
AutoCAD SHX TextACCESS AISLE
AutoCAD SHX TextACCESS AISLE
AutoCAD SHX TextMINIMUM NUMBER OF ACCESSIBLE PARKING SPACES
AutoCAD SHX Text* ONE OUT OF EVERY 8 ACCESSILBE SPACES ** 7 OUT OF EVERY 8 ACCESSIBLE PARKING SPACES
AutoCAD SHX TextSIDEWALK
AutoCAD SHX TextC&G
AutoCAD SHX TextSTALL
AutoCAD SHX Text9'
AutoCAD SHX Text9'
AutoCAD SHX Text5'
AutoCAD SHX Text9'
AutoCAD SHX Text9'
AutoCAD SHX Text8'
AutoCAD SHX Text9'
AutoCAD SHX Text9'
AutoCAD SHX Text6' MIN.
AutoCAD SHX TextADA STANDARD FOR ACCESSIBLE DESIGN 4.1.2(5)
AutoCAD SHX Text12:1
AutoCAD SHX Text12:1
AutoCAD SHX Text2%
AutoCAD SHX Text12:1
AutoCAD SHX Text12:1
AutoCAD SHX Text2%
AutoCAD SHX TextMIN.
AutoCAD SHX TextMIN.
AutoCAD SHX Text(TO FACE OF CURB)
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
TYPICAL STREET/STOP SIGN LOCATIONPLAN VIEW
GROUND INSTALLATION DETAIL
TYPICAL STREET/STOP SIGN INSTALLATION
1100 NORTH
200 SOUTHHOBBLE CREEK DR.
RD-14TYPICAL STREET/STOP SIGNINSTALLATION
APRIL 2018
AutoCAD SHX Text7/16" DIA. HOLES 1" O.C. (TYPICAL)
AutoCAD SHX TextR1-1a STOP SIGN (INSTALLED BY CITY)
AutoCAD SHX TextSTOP BAR
AutoCAD SHX TextFASTEN POST TO SLEEVE WITH 5/16" CORNER BOLT
AutoCAD SHX Text2 1/4"x 2 1/4"x 30" SLEEVE ANCHOR POST 12 ga.
AutoCAD SHX Text2"x2"x12' , 14 GUAGE "TELESPARE" OR "UNISTRUT" SIGN POST
AutoCAD SHX Text2"x2"x12' , 12 GUAGE "TELESPARE" OR "UNISTRUT" SIGN POST
AutoCAD SHX Text8"x36" DOUBLE BLADED SIGN (INSTALLED BY CITY)
AutoCAD SHX TextSTOP SIGNS 4' BEHIND PERPENDICULAR BACK OF WALK (EDGE OF SIGN TO BE MINIMUM OF 2' CLEAR OF TBC)
AutoCAD SHX TextNOTES: 1. STREET SIGN SHALL BE 8"x38" DOUBLE BLADED. IF THE STREET HAS A NAME, THE NUMBER SHALL BE PLACED ABOVE AND THE NAME UNDERNEATH. (INSTALLED BY CITY) 2. SIGN POST AND SLEEVE SHALL BE "TELESPARE" OR "UNISTRUT" MANUFACTURED PRODUCTS. (INSTALLED BY CITY) 3. SIGNS AND POSTS ARE TO BE OBTAINED FROM THE FOLLOWING SUPPLIERS: SAFETY SUPPLY/UTAH BARRICADE, SALT LAKE CITY INTERMOUNTAIN TRAFFIC SUPPLY, SALT LAKE CITY INTERWEST SAFETY SUPPLY, PROVO 4. ALL STOP SIGNS SHALL MEET CURRENT RETOR-REFLECTIVITY REQUIREMENTS PER MUTCD. (SIGNS INSTALLED BY CITY)
AutoCAD SHX Text( W/ONE PIECE BREAKAWAY ANCHOR)
AutoCAD SHX TextMINIMUM
AutoCAD SHX TextMINIMUM
AutoCAD SHX TextSCALE: 1"=1'
AutoCAD SHX TextR/W
AutoCAD SHX TextR/W
AutoCAD SHX TextTBC
AutoCAD SHX TextTBC
AutoCAD SHX TextSCALE: 1"=20'
AutoCAD SHX TextSTREETS WITH NAMES
AutoCAD SHX TextSCALE: 1"=2'
AutoCAD SHX TextMINIMUM
AutoCAD SHX TextABOVE TBC
AutoCAD SHX TextABOVE SIDEWALK
AutoCAD SHX TextTYP
AutoCAD SHX Text2'-6"
AutoCAD SHX Text2'-2"
AutoCAD SHX Text2'-6"
AutoCAD SHX Text12'-0"
AutoCAD SHX Text4" MINIMUM
AutoCAD SHX Text4" MINIMUM
AutoCAD SHX TextMINIMUM
AutoCAD SHX Text114"
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX Text18" OMNI-DIRECTION SLEEVE WITH 4 BLADES OR APPROVED EQUAL
AutoCAD SHX Text18" OMNI-DIRECTION SLEEVE WITH 4 BLADES
AutoCAD SHX TextBELOW FINISHED GRADE
AutoCAD SHX Text6" TO 8"
RD-15SURVEY MONUMENTPLACEMENT IN PAVEMENT
APRIL 2018
AutoCAD SHX Text(TYPICAL SETTING)
AutoCAD SHX TextPORTLAND CEMENT CONCRETE COLLAR
AutoCAD SHX TextDATE
AutoCAD SHX TextEDGE OF EXCAVATION
AutoCAD SHX TextBACKFILL ALL SIDES
AutoCAD SHX TextMONUMENT RING AND COVER D&L SUPPLY K-6313 OR EQUAL.
AutoCAD SHX Text8" SONOTUBE
AutoCAD SHX Text10" SONOTUBE
AutoCAD SHX TextLICENSE NO.
AutoCAD SHX Text20 MAY 06
AutoCAD SHX TextLS# XXXX
AutoCAD SHX TextMONUMENT CAP AND BASE SEE DETAIL THIS SHEET
AutoCAD SHX Text30" - 36"
AutoCAD SHX TextSEWER ROCK
AutoCAD SHX Text1. THE INSTALLED MONUMENT MUST BE INDEPENDENT OF THE ROADWAY PAVEMENT. VIBRATIONS OF THE PAVEMENT SURFACE MUST BE TRANSMITTED TO THE UNDERLYING SOILS AND NOT TO THE MONUMENT. THIS WILL ASSURE THE MONUMENT REMAINS UNDISTURBED. 2. MONUMENTS TO BE INSTALLED AT THE LOCATION SHOWN ON THE APPROVED SUBDIVISION PLAT.
AutoCAD SHX TextCOMPACT FOUNDATION
AutoCAD SHX Text3" MIN
AutoCAD SHX Text5" MAX
AutoCAD SHX TextNOTES:
AutoCAD SHX TextCAP SECTION
AutoCAD SHX TextCAP PLAN
AutoCAD SHX TextSECTION OF BASE
AutoCAD SHX Text8"
AutoCAD SHX Text1/4"
AutoCAD SHX Text3' MIN.
AutoCAD SHX Text1" MIN.
AutoCAD SHX Text1 1/2"
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
PS-01THRUST BLOCK
APRIL 2018
AutoCAD SHX TextNOTES: 1. THE FIGURE (100%) AT THE THRUST BLOCK INDICATES PER CENT OF TOTAL THRUST TO BE APPLIED FOR BEARING AREA. 2. THE ARROW ( ) INDICATES THRUST DIRECTION. 3. CONCRETE FOR THRUST BLOCKS TO BE 3000 P.S.I. . 4. ALL MJ AND FLANGED FITTINGS TO BE WRAPPED WITH 12 MIL POLYETHYLENE PRIOR TO PLACING CONCRETE THRUST BLOCK 5. WHERE SUFFICIENT BEARING SURFACE IS NOT AVAILABLE FOR THRUST BLOCK, MEGALUG THRUST RESTRAINING GLANDS MAY BE USED. MEGALUG THRUST RESTRAINING GLANDS SHALL BE INSTALLED PER MANUFACTURER'S RECOMENDATION INCLUDING ANY JOINT RESTRAINT. ANY USE OF MEGALUG OR CHANGE TO THE THRUST BEARING CHART MUST BE REVIEWED BY THE CITY ENGINEER.
AutoCAD SHX TextUSE WHEN LINE PRESSURE AND SOIL BEARING STRENGTH ARE KNOWN
AutoCAD SHX TextLINE PRESSURE: PSI PSI PSI TEST PRESSURE (SF = 1.5): PSI PSI PSI SOIL BEARING STRENGTH: PSF PSF PSF (SOIL BEARING STRENGTH DETERMINED FROM A GEOTECHNICAL INVESTIGATION.)
AutoCAD SHX TextSIDE THRUST (LBS.) PER 1 PSI LINE PRESSURE
AutoCAD SHX TextPIPE SIZE
AutoCAD SHX TextPIPE AREA*
AutoCAD SHX TextDEAD END OR TEE
AutoCAD SHX Text90° BEND
AutoCAD SHX Text45° BEND
AutoCAD SHX Text22.5°BEND
AutoCAD SHX Text11.5°BEND
AutoCAD SHX Text( " )
AutoCAD SHX Text(SQ. IN.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text4
AutoCAD SHX Text14.39
AutoCAD SHX Text22
AutoCAD SHX Text31
AutoCAD SHX Text17
AutoCAD SHX Text9
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text32.17
AutoCAD SHX Text49
AutoCAD SHX Text69
AutoCAD SHX Text37
AutoCAD SHX Text19
AutoCAD SHX Text10
AutoCAD SHX Text8
AutoCAD SHX Text56.88
AutoCAD SHX Text86
AutoCAD SHX Text121
AutoCAD SHX Text66
AutoCAD SHX Text34
AutoCAD SHX Text17
AutoCAD SHX Text10
AutoCAD SHX Text86.92
AutoCAD SHX Text131
AutoCAD SHX Text185
AutoCAD SHX Text100
AutoCAD SHX Text51
AutoCAD SHX Text26
AutoCAD SHX Text12
AutoCAD SHX Text124.29
AutoCAD SHX Text187
AutoCAD SHX Text264
AutoCAD SHX Text143
AutoCAD SHX Text73
AutoCAD SHX Text37
AutoCAD SHX Text14
AutoCAD SHX Text168.33
AutoCAD SHX Text253
AutoCAD SHX Text358
AutoCAD SHX Text194
AutoCAD SHX Text99
AutoCAD SHX Text50
AutoCAD SHX Text16
AutoCAD SHX Text219.56
AutoCAD SHX Text330
AutoCAD SHX Text466
AutoCAD SHX Text253
AutoCAD SHX Text129
AutoCAD SHX Text65
AutoCAD SHX Text18
AutoCAD SHX Text277.59
AutoCAD SHX Text417
AutoCAD SHX Text589
AutoCAD SHX Text319
AutoCAD SHX Text163
AutoCAD SHX Text82
AutoCAD SHX Text20
AutoCAD SHX Text342.41
AutoCAD SHX Text514
AutoCAD SHX Text727
AutoCAD SHX Text394
AutoCAD SHX Text201
AutoCAD SHX Text101
AutoCAD SHX Text24
AutoCAD SHX Text490.09
AutoCAD SHX Text736
AutoCAD SHX Text1040
AutoCAD SHX Text563
AutoCAD SHX Text287
AutoCAD SHX Text145
AutoCAD SHX Text30
AutoCAD SHX Text757.69
AutoCAD SHX Text1137
AutoCAD SHX Text1608
AutoCAD SHX Text870
AutoCAD SHX Text444
AutoCAD SHX Text223
AutoCAD SHX TextUSE WHEN LINE PRESSURE AND SOIL BEARING STRENGTH ARE NOT KNOWN
AutoCAD SHX TextLINE PRESSURE: 120 PSI TEST PRESSURE (SF = 1.5): 180 PSI SOIL BEARING STRENGTH: 800 PSF
AutoCAD SHX TextAREA OF BEARING REQUIRED (SQ. FT.)
AutoCAD SHX TextPIPE SIZE
AutoCAD SHX TextPIPE AREA*
AutoCAD SHX TextDEAD END OR TEE
AutoCAD SHX Text90° BEND
AutoCAD SHX Text45° BEND
AutoCAD SHX Text22.5° BEND
AutoCAD SHX Text11.5° BEND
AutoCAD SHX Text( " )
AutoCAD SHX Text(SQ. IN.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text(LBS.)
AutoCAD SHX Text4
AutoCAD SHX Text14.39
AutoCAD SHX Text3.2
AutoCAD SHX Text4.6
AutoCAD SHX Text2.5
AutoCAD SHX Text1.3
AutoCAD SHX Text0.6
AutoCAD SHX Text6
AutoCAD SHX Text32.17
AutoCAD SHX Text7.2
AutoCAD SHX Text10.2
AutoCAD SHX Text5.5
AutoCAD SHX Text2.8
AutoCAD SHX Text1.4
AutoCAD SHX Text8
AutoCAD SHX Text56.88
AutoCAD SHX Text12.8
AutoCAD SHX Text18.1
AutoCAD SHX Text9.8
AutoCAD SHX Text5.0
AutoCAD SHX Text2.5
AutoCAD SHX Text10
AutoCAD SHX Text86.92
AutoCAD SHX Text19.6
AutoCAD SHX Text27.7
AutoCAD SHX Text15.0
AutoCAD SHX Text7.6
AutoCAD SHX Text3.8
AutoCAD SHX Text12
AutoCAD SHX Text124.29
AutoCAD SHX Text28.0
AutoCAD SHX Text39.6
AutoCAD SHX Text21.4
AutoCAD SHX Text10.9
AutoCAD SHX Text5.5
AutoCAD SHX Text14
AutoCAD SHX Text168.33
AutoCAD SHX Text37.9
AutoCAD SHX Text53.6
AutoCAD SHX Text29.0
AutoCAD SHX Text14.8
AutoCAD SHX Text7.4
AutoCAD SHX Text16
AutoCAD SHX Text219.56
AutoCAD SHX Text49.4
AutoCAD SHX Text69.9
AutoCAD SHX Text37.8
AutoCAD SHX Text19.3
AutoCAD SHX Text9.7
AutoCAD SHX Text18
AutoCAD SHX Text277.59
AutoCAD SHX Text62.5
AutoCAD SHX Text88.3
AutoCAD SHX Text47.8
AutoCAD SHX Text24.4
AutoCAD SHX Text12.2
AutoCAD SHX Text20
AutoCAD SHX Text342.41
AutoCAD SHX Text77.0
AutoCAD SHX Text109.0
AutoCAD SHX Text59.0
AutoCAD SHX Text30.1
AutoCAD SHX Text15.1
AutoCAD SHX Text24
AutoCAD SHX Text490.09
AutoCAD SHX Text110.3
AutoCAD SHX Text155.9
AutoCAD SHX Text84.4
AutoCAD SHX Text43.0
AutoCAD SHX Text21.6
AutoCAD SHX Text30
AutoCAD SHX Text757.69
AutoCAD SHX Text170.5
AutoCAD SHX Text241.1
AutoCAD SHX Text130.5
AutoCAD SHX Text66.5
AutoCAD SHX Text33.4
AutoCAD SHX TextTYPICAL SECTION THRU THRUST BLOCK
AutoCAD SHX TextGRAVITY THRUST BLOCK ELEVATION VIEW
AutoCAD SHX TextWEIGHT OF CONCRETE TO RESIST 100% OF TOTAL THRUST
AutoCAD SHX Text2 #5 REBAR WRAPPED AROUND ELBOW AND COMPLETELY ENCASED IN CONCRETE
AutoCAD SHX TextExample for Table 1: 8-inch 90° bend Line Pressure = 100 psi From Table: Thrust per 1 psi = 121 lbs. Calculate Total Thrust: 100 psi x 121 lbs/psi = 12,100 lbs Soil Bearing Strength = 2,000 psf Area of bearing required for thrust block is 6.1 sq. ft. (12,100 lbs / 2,000 psf = 6.1 sq.ft.) * Pipe area is based on largest actual inside diameter of ductile iron pipe.
AutoCAD SHX Text45° MAX.
AutoCAD SHX TextMINIMUM
AutoCAD SHX TextAREA
AutoCAD SHX TextBEARING
AutoCAD SHX Text100%
AutoCAD SHX TextTEE
AutoCAD SHX Text100% OF
AutoCAD SHX Text75%
AutoCAD SHX Text100% OF TEE
AutoCAD SHX Text3/8" TIE RODS
AutoCAD SHX Text100%
AutoCAD SHX Text100%
AutoCAD SHX Text100%
AutoCAD SHX Text100%
AutoCAD SHX TextTYPICAL
AutoCAD SHX TextPLUG OR CAP
AutoCAD SHX TextPLUG OR CAP
AutoCAD SHX TextPLUG OR CAP
AutoCAD SHX TextTEE PLAN VIEW
AutoCAD SHX TextDEAD END PLAN VIEW
AutoCAD SHX TextCROSS W/PLUG PLAN VIEW
AutoCAD SHX TextELBOW PLAN VIEW
AutoCAD SHX TextELBOW PLAN VIEW
AutoCAD SHX TextTEE W/PLUG PLAN VIEW
AutoCAD SHX TextVALVE ELEVATION VIEW
AutoCAD SHX TextREBAR BEND PATTERN
AutoCAD SHX TextDETAILS ON THIS SHEET TO BE USED ONLY BY PERMISSION OF CITY ENGINEER
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
RESTRAINING DETAIL END CAP AND REDUCER PS-02
APRIL 2018
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINT
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINTS SHALL BE INSTALLED ON ALL JOINTS ALONG LENGTH L AS GIVEN IN THE TABLES
AutoCAD SHX TextREDUCER
AutoCAD SHX TextPVC PIPE
AutoCAD SHX TextMECHANICAL RESTRAINT SPECIFICATION "L" IN FEET FOR REDUCERS ON SPECIFIED DIAMETERS
AutoCAD SHX TextDUCTILE IRON PIPE
AutoCAD SHX TextMECHANICAL RESTRAINT SPECIFICATION "L" IN FEET FOR REDUCERS ON SPECIFIED DIAMETERS
AutoCAD SHX Text12"-4"
AutoCAD SHX Text12"-6"
AutoCAD SHX Text12"-8"
AutoCAD SHX Text12"-10"
AutoCAD SHX Text10"-4"
AutoCAD SHX Text10"-6"
AutoCAD SHX Text10"-8"
AutoCAD SHX Text8"-4"
AutoCAD SHX Text8"-6"
AutoCAD SHX Text6"-4"
AutoCAD SHX Text12"-4"
AutoCAD SHX Text12"-6"
AutoCAD SHX Text12"-8"
AutoCAD SHX Text12"-10"
AutoCAD SHX Text10"-4"
AutoCAD SHX Text10"-6"
AutoCAD SHX Text10"-8"
AutoCAD SHX Text8"-4"
AutoCAD SHX Text8"-6"
AutoCAD SHX Text6"-4"
AutoCAD SHX Text200
AutoCAD SHX Text107
AutoCAD SHX Text124
AutoCAD SHX Text68
AutoCAD SHX Text168
AutoCAD SHX Text89
AutoCAD SHX Text104
AutoCAD SHX Text57
AutoCAD SHX Text122
AutoCAD SHX Text65
AutoCAD SHX Text76
AutoCAD SHX Text42
AutoCAD SHX Text113
AutoCAD SHX Text60
AutoCAD SHX Text70
AutoCAD SHX Text39
AutoCAD SHX Text160
AutoCAD SHX Text85
AutoCAD SHX Text100
AutoCAD SHX Text54
AutoCAD SHX Text121
AutoCAD SHX Text64
AutoCAD SHX Text75
AutoCAD SHX Text41
AutoCAD SHX Text66
AutoCAD SHX Text35
AutoCAD SHX Text41
AutoCAD SHX Text22
AutoCAD SHX Text119
AutoCAD SHX Text62
AutoCAD SHX Text74
AutoCAD SHX Text40
AutoCAD SHX Text43
AutoCAD SHX Text36
AutoCAD SHX Text43
AutoCAD SHX Text23
AutoCAD SHX Text66
AutoCAD SHX Text34
AutoCAD SHX Text41
AutoCAD SHX Text22
AutoCAD SHX TextNOTES: 1. ALL RESTRAINING DEVICES SHALL BE INSTALLED ACCORDING TO THESE REQUIREMENTS OR MANUFACTURER SPECIFICATIONS, ALL RESTRAINING DEVICES SHALL BE INSTALLED ACCORDING TO THESE REQUIREMENTS OR MANUFACTURER SPECIFICATIONS, WHICHEVER IS MOST CONSERVATIVE. 2. MECHANICAL RESTRAINTS FOR PIPE LARGER THAN 12" IN DIAMETER MUST BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER MECHANICAL RESTRAINTS FOR PIPE LARGER THAN 12" IN DIAMETER MUST BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER AND APPROVED BY CITY ENGINEER. 3. MECHANICAL RESTRAINTS MAY ONLY BE USED ON PVC OR DUCTILE IRON PIPE. MECHANICAL RESTRAINTS MAY ONLY BE USED ON PVC OR DUCTILE IRON PIPE. 4. A FIRE HYDRANT IS CONSIDERED AN END CAP/DEAD END. A FIRE HYDRANT IS CONSIDERED AN END CAP/DEAD END. 5. EXTERNAL BELL RESTAURANTS REQUIRED AT FIRST JOINT FROM FITTING REGARDLESS OF LENGTH/DISTANCE FROM FITTINGEXTERNAL BELL RESTAURANTS REQUIRED AT FIRST JOINT FROM FITTING REGARDLESS OF LENGTH/DISTANCE FROM FITTING
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINT
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINTS SHALL BE INSTALLED ON ALL JOINTS ALONG LENGTH L AS GIVEN IN THE TABLES
AutoCAD SHX TextPVC PIPE
AutoCAD SHX TextDUCTILE IRON PIPE
AutoCAD SHX TextMECHANICAL RESTRAINT SPECIFICATION "L" IN FEET FOR DEAD ENDS ON SPECIFIED DIAMETERS
AutoCAD SHX TextTYPE OF PIPE
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX TextMECHANICAL RESTRAINT SPECIFICATION "L" IN FEET FOR DEAD ENDS ON SPECIFIED DIAMETERS
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX Text143
AutoCAD SHX Text123
AutoCAD SHX Text103
AutoCAD SHX Text80
AutoCAD SHX Text57
AutoCAD SHX Text79
AutoCAD SHX Text67
AutoCAD SHX Text56
AutoCAD SHX Text42
AutoCAD SHX Text30
AutoCAD SHX Text231
AutoCAD SHX Text197
AutoCAD SHX Text166
AutoCAD SHX Text127
AutoCAD SHX Text91
AutoCAD SHX Text123
AutoCAD SHX Text104
AutoCAD SHX Text87
AutoCAD SHX Text66
AutoCAD SHX Text47
AutoCAD SHX TextTYPE OF PIPE
AutoCAD SHX TextTYPE OF PIPE
AutoCAD SHX TextTYPE OF PIPE
AutoCAD SHX TextPRESSURIZED IRRIGATION
AutoCAD SHX TextCULINARY WATER
AutoCAD SHX TextPRESSURIZED IRRIGATION
AutoCAD SHX TextCULINARY WATER
AutoCAD SHX TextPRESSURIZED IRRIGATION
AutoCAD SHX TextCULINARY WATER
AutoCAD SHX TextPRESSURIZED IRRIGATION
AutoCAD SHX TextCULINARY WATER
AutoCAD SHX TextFIRE HYDRANT OR END CAP/DEAD END
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
RESTRAINING DETAIL TEE AND BENDS PS-03
APRIL 2018
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINTS SHALL BE INSTALLED ON ALL JOINTS ALONG LENGTH L AS GIVEN IN THE TABLES
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINT
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINTS SHALL BE INSTALLED ON ALL JOINTS ALONG LENGTH L AS GIVEN IN THE TABLES
AutoCAD SHX TextMINIMUM PIPE LENGTH 18' FOR DUCTILE IRON 20' FOR PVC
AutoCAD SHX TextMINIMUM PIPE LENGTH 18' FOR DUCTILE IRON 20' FOR PVC
AutoCAD SHX TextPVC PIPE
AutoCAD SHX TextDUCTILE IRON PIPE
AutoCAD SHX TextMECHANICAL RESTRAINT SPECIFICATION "L" IN FEET FOR BENDS ON SPECIFIED DIAMETERS
AutoCAD SHX TextMECHANICAL RESTRAINT SPECIFICATION "L" IN FEET FOR BENDS ON SPECIFIED DIAMETERS
AutoCAD SHX TextTYPE OF PIPE
AutoCAD SHX TextTYPE OF PIPE
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX Text12"
AutoCAD SHX Text10"
AutoCAD SHX Text8"
AutoCAD SHX Text6"
AutoCAD SHX Text4"
AutoCAD SHX Text11 1/4° BEND
AutoCAD SHX Text22 1/2° BEND
AutoCAD SHX Text45° BEND
AutoCAD SHX Text90° BEND
AutoCAD SHX Text11 1/4° BEND
AutoCAD SHX Text22 1/2° BEND
AutoCAD SHX Text45° BEND
AutoCAD SHX Text90° BEND
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text29
AutoCAD SHX Text20
AutoCAD SHX Text24
AutoCAD SHX Text20
AutoCAD SHX Text21
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text69
AutoCAD SHX Text48
AutoCAD SHX Text59
AutoCAD SHX Text41
AutoCAD SHX Text50
AutoCAD SHX Text34
AutoCAD SHX Text39
AutoCAD SHX Text26
AutoCAD SHX Text28
AutoCAD SHX Text20
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text24
AutoCAD SHX Text18
AutoCAD SHX Text21
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text58
AutoCAD SHX Text40
AutoCAD SHX Text50
AutoCAD SHX Text33
AutoCAD SHX Text42
AutoCAD SHX Text28
AutoCAD SHX Text33
AutoCAD SHX Text21
AutoCAD SHX Text24
AutoCAD SHX Text18
AutoCAD SHX TextNOTES: 1. ALL RESTRAINING DEVICES SHALL BE INSTALLED ACCORDING TO THESE REQUIREMENTS OR MANUFACTURER SPECIFICATIONS, WHICHEVER IS MOST ALL RESTRAINING DEVICES SHALL BE INSTALLED ACCORDING TO THESE REQUIREMENTS OR MANUFACTURER SPECIFICATIONS, WHICHEVER IS MOST CONSERVATIVE. 2. FOR TRANSITIONS BETWEEN PVC AND DUCTILE IRON PIPE USE THE PVC TABLE. FOR TRANSITIONS BETWEEN PVC AND DUCTILE IRON PIPE USE THE PVC TABLE. 3. MECHANICAL RESTRAINTS FOR PIPE LARGER THAN 12" IN DIAMETER MUST BE DESIGNED BY A LICENSED ENGINEER AND APPROVED BY CITY ENGINEER. MECHANICAL RESTRAINTS FOR PIPE LARGER THAN 12" IN DIAMETER MUST BE DESIGNED BY A LICENSED ENGINEER AND APPROVED BY CITY ENGINEER. 4. ALL RESTRAINTS ON VERTICAL BENDS MUST BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER AND APPROVED BY CITY ENGINEER. ALL RESTRAINTS ON VERTICAL BENDS MUST BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER AND APPROVED BY CITY ENGINEER. 5. MECHANICAL RESTRAINTS MAY ONLY BE USED ON PVC OR DUCTILE IRON PIPE. MECHANICAL RESTRAINTS MAY ONLY BE USED ON PVC OR DUCTILE IRON PIPE. 6. EXTERNAL BELL RESTAURANTS REQUIRED AT FIRST JOINT FROM FITTING REGARDLESS OF LENGTH/DISTANCE FROM FITTINGEXTERNAL BELL RESTAURANTS REQUIRED AT FIRST JOINT FROM FITTING REGARDLESS OF LENGTH/DISTANCE FROM FITTING
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINT
AutoCAD SHX TextRUN
AutoCAD SHX TextRUN
AutoCAD SHX TextBRANCH
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINTS SHALL BE INSTALLED ON ALL JOINTS ALONG LENGTH L AS GIVEN IN THE TABLES
AutoCAD SHX TextMEGALUG OR APPROVED EQUIVALENT RESTRAINT
AutoCAD SHX TextMINIMUM PIPE LENGTH 18' FOR DUCTILE IRON 20' FOR PVC
AutoCAD SHX TextMINIMUM PIPE LENGTH 18' FOR DUCTILE IRON 20' FOR PVC
AutoCAD SHX TextPVC PIPE
AutoCAD SHX TextDUCTILE IRON PIPE
AutoCAD SHX TextMECHANICAL RESTRAINT SPECIFICATION "L" IN FEET FOR BENDS ON SPECIFIED DIAMETERS
AutoCAD SHX TextTYPE OF PIPE
AutoCAD SHX TextPRESSURIZED IRRIGATION
AutoCAD SHX TextCULINARY WATER
AutoCAD SHX TextMECHANICAL RESTRAINT SPECIFICATION "L" IN FEET FOR BENDS ON SPECIFIED DIAMETERS
AutoCAD SHX TextTYPE OF PIPE
AutoCAD SHX Text12"-4"
AutoCAD SHX Text12"-6"
AutoCAD SHX Text12"-8"
AutoCAD SHX Text12"-10"
AutoCAD SHX Text12"-12"
AutoCAD SHX Text10"-4"
AutoCAD SHX Text10"-6"
AutoCAD SHX Text10"-8"
AutoCAD SHX Text10"-10"
AutoCAD SHX Text8"-4"
AutoCAD SHX Text8"-6"
AutoCAD SHX Text8"-8"
AutoCAD SHX Text6"-4"
AutoCAD SHX Text6"-6"
AutoCAD SHX Text4"-4"
AutoCAD SHX Text12"-4"
AutoCAD SHX Text12"-6"
AutoCAD SHX Text12"-8"
AutoCAD SHX Text12"-10"
AutoCAD SHX Text12"-12"
AutoCAD SHX Text10"-4"
AutoCAD SHX Text10"-6"
AutoCAD SHX Text10"-8"
AutoCAD SHX Text10"-10"
AutoCAD SHX Text8"-4"
AutoCAD SHX Text8"-6"
AutoCAD SHX Text8"-8"
AutoCAD SHX Text6"-4"
AutoCAD SHX Text6"-6"
AutoCAD SHX Text4"-4"
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text57
AutoCAD SHX Text20
AutoCAD SHX Text150
AutoCAD SHX Text74
AutoCAD SHX Text150
AutoCAD SHX Text74
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text74
AutoCAD SHX Text29
AutoCAD SHX Text118
AutoCAD SHX Text56
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text34
AutoCAD SHX Text20
AutoCAD SHX Text91
AutoCAD SHX Text40
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text55
AutoCAD SHX Text20
AutoCAD SHX Text23
AutoCAD SHX Text20
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text38
AutoCAD SHX Text18
AutoCAD SHX Text100
AutoCAD SHX Text49
AutoCAD SHX Text100
AutoCAD SHX Text49
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text49
AutoCAD SHX Text19
AutoCAD SHX Text78
AutoCAD SHX Text37
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text23
AutoCAD SHX Text18
AutoCAD SHX Text60
AutoCAD SHX Text27
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text36
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX TextPRESSURIZED IRRIGATION
AutoCAD SHX TextCULINARY WATER
AutoCAD SHX TextPRESSURIZED IRRIGATION
AutoCAD SHX TextCULINARY WATER
AutoCAD SHX TextPRESSURIZED IRRIGATION
AutoCAD SHX TextCULINARY WATER
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
TYPICAL CULINARY WATER CONNECTION PS-04
APRIL 2018
AutoCAD SHX TextASPHALT ROAD SURFACE
AutoCAD SHX TextSURFACE GRADE
AutoCAD SHX TextCURB & GUTTER
AutoCAD SHX TextNOTE: 1. METER BOX AND SETTER INSTALLED BY DEVELOPER/CONTRACTOR. METER BOX AND SETTER INSTALLED BY DEVELOPER/CONTRACTOR. 2. WATER SERVICE TO BE STUBBED AT CENTER OF LOT. WATER SERVICE TO BE STUBBED AT CENTER OF LOT. 3. ALL CONNECTIONS SHALL BE MADE USING PACK JOINTS (COMPRESSION) TYPE ALL CONNECTIONS SHALL BE MADE USING PACK JOINTS (COMPRESSION) TYPE FITTINGS. 4. USE WATERPROOF GREASE NUT TO SPLICE LOCATOR WIRE.USE WATERPROOF GREASE NUT TO SPLICE LOCATOR WIRE.
AutoCAD SHX TextWIDTH REQUIRED FOR METER
AutoCAD SHX TextCONNECTION TYPE
AutoCAD SHX TextMETER BOX SIZE
AutoCAD SHX TextSERVICE SIZE
AutoCAD SHX TextFORD VBHH76-18W-11-66-NL
AutoCAD SHX TextFORD VBHC74-18W-11-44-NL
AutoCAD SHX TextFORD VBHH77-18W-11-77-NL
AutoCAD SHX TextD&L SUPPLY L-2244 (21" BOX) OR L-2338 ADAPTER RING WITH L-2242 (36" BOX) WITH RECESSED STANDARD WATERWORKS PENTAGON HEAD LOCKING DEVICE. COVER TO BE 3/8" ABOVE TOP BACK OF WALK.
AutoCAD SHX TextROMAC STYLE 202NS SERVICE SADDLE.
AutoCAD SHX TextCORPORATION STOP FORD FB1000-X-Q STYLE OR MUELLER 300 B-25008 FOR 1" THROUGH 2". ALL WITH "CC" THREAD
AutoCAD SHX Text21" OR 36" HDPE (WHITE IN COLOR, SMOOTH INTERIOR WALL, CORRUGATED EXTERIOR WALL) METER BOX *SEE CHART BELOW FOR DIAMETER*
AutoCAD SHX TextTYPE K COPPER OR CTS O.D. POLYETHYLENE PIPE TO EXTEND 15' BEYOND BACK OF WALK
AutoCAD SHX TextBALL VALVE CURB STOP MIP X COM (STREET SIDE)
AutoCAD SHX Text4" (MIN.) SAND
AutoCAD SHX TextTYPE K COPPER OR CTS O.D. POLYETHYLENE PIPE.
AutoCAD SHX TextTYPE K COPPER OR CTS O.D. POLYETHYLENE PIPE.
AutoCAD SHX TextTYPE K COPPER OR CTS O.D. POLYETHYLENE PIPE.
AutoCAD SHX TextCORPORATION STOP FORD FB1100-X-Q STYLE OR MUELLER 300 B-25008 FOR 1" THROUGH 2".
AutoCAD SHX TextCULINARY WATER MAIN
AutoCAD SHX TextCULINARY WATER MAIN
AutoCAD SHX TextDIRECT TAP ON D.I. PIPE
AutoCAD SHX TextMETER TO BE INSTALLED BY CITY
AutoCAD SHX TextTAP ON PVC PIPE
AutoCAD SHX TextSPRINGVILLE CITY CORPORATION WATER SERVICE INFORMATION
AutoCAD SHX TextYOKE/SETTER DESCRIPTION
AutoCAD SHX TextBYPASS
AutoCAD SHX TextCOMPRESSION
AutoCAD SHX TextNO
AutoCAD SHX Text21" DIA.
AutoCAD SHX Text1"
AutoCAD SHX Text11 1/16"
AutoCAD SHX Text36" DIA.
AutoCAD SHX TextCOMPRESSION
AutoCAD SHX TextNO
AutoCAD SHX Text1 1/2"
AutoCAD SHX Text13 1/2"
AutoCAD SHX Text36" DIA.
AutoCAD SHX TextCOMPRESSION
AutoCAD SHX TextNO
AutoCAD SHX Text17 1/2"
AutoCAD SHX Text2"
AutoCAD SHX TextMAX.
AutoCAD SHX TextMAX.
AutoCAD SHX TextSEE CHART BELOW
AutoCAD SHX TextBACK OF CURB
AutoCAD SHX Text12 GAUGE LOCATOR WIRE USE WATERPROOF GREASE NUT TO SPLICE WIRE
AutoCAD SHX Text12 GAUGE LOCATOR WIRE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextMALE ADAPTOR
AutoCAD SHX Text12 GAUGE LOCATOR WIRE USE WATERPROOF GREASE NUT TO SPLICE WIRE
AutoCAD SHX TextGOOSENECKS REQUIRED FOR COPPER SERVICE PIPE ONLY. NO GOOSENECKS ALLOWED FOR HDPE SERVICE PIPE. PROVIDE SLACK IN TRENCH.
FIRE HYDRANT, BLOW-OFF HYDRANT& WATER VALVE DETAIL
PS-05
APRIL 2018
AutoCAD SHX TextFINISH GRADE
AutoCAD SHX TextCONCRETE COLLAR
AutoCAD SHX TextA MIN. 3' RADIUS CLEAR AREA MUST BE PROVIDED AROUND HYDRANT
AutoCAD SHX TextMUELLER "SUPER CENTURION 250" OR WATEROUS "PACER" 5-1/4" FIRE HYDRANT
AutoCAD SHX TextCULINARY AND SECONDARY WATER VALVE CONCRETE COLLAR
AutoCAD SHX Text6" FLG x MJ GATE VALVE WITH THRUST RESTRAINT
AutoCAD SHX TextLINE SIZE MJ x 6" FLG TEE WITH THRUST RESTRAINT
AutoCAD SHX TextLID, WITH FIRE CAST IN LID
AutoCAD SHX TextVALVE BOX
AutoCAD SHX Text6" PIPE
AutoCAD SHX TextIMPORTED GRANULAR MATERIAL
AutoCAD SHX Text1/4 CUBIC YARD GRAVEL
AutoCAD SHX Text(SLAG NOT PERMITTED)
AutoCAD SHX TextSTEAMER NOZZLE
AutoCAD SHX TextASPHALT SURFACE
AutoCAD SHX TextROADBASE
AutoCAD SHX TextFIRE HYDRANT & WATER VALVE
AutoCAD SHX TextWATER
AutoCAD SHX Text12 GAUGE LOCATOR WIRE ATTACH TO FLANGE BOLT
AutoCAD SHX TextUSE ZIP TIES TO SECURE LOCATOR WIRE TO OUTSIDE OF HYDRANT BEFORE BACK FILLING
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextBEDDING SAND
AutoCAD SHX TextNOTE: 1. ALL NON FLG X FJG JOINTS TO BE MECHANICALLY RESTRAINED. ALL NON FLG X FJG JOINTS TO BE MECHANICALLY RESTRAINED. 2. FIRE HYDRANTS TO BE INSTALLED ON THE FIRST PROPERTY LINE FROM CORNER. FIRE HYDRANTS TO BE INSTALLED ON THE FIRST PROPERTY LINE FROM CORNER. 3. FIRE HYDRANTS MUST BE INSTALLED ON OPPOSITE SIDE OF STREET THAN STORM DRAIN WHEN MIN. 1' FIRE HYDRANTS MUST BE INSTALLED ON OPPOSITE SIDE OF STREET THAN STORM DRAIN WHEN MIN. 1' CLEARANCE BETWEEN UTILITIES CANNOT BE ACCOMPLISHED.
AutoCAD SHX TextCIRCULAR CONCRETE COLLAR WITH FIBER MESH.
AutoCAD SHX TextLID, WITH "FIRE", "WATER", "PI" OR "DRAIN" CAST IN LID
AutoCAD SHX TextLIP OF COLLAR 1/4" NOT TO EXCEED 1/2".
AutoCAD SHX TextDRILL HOLE
AutoCAD SHX Text12 GAUGE LOCATOR WIRE USE WATERPROOF GREASE NUT TO SPLICE WIRE
PS-06 TYPICAL SECONDARY WATER CONNECTION
APRIL 2018
AutoCAD SHX TextSEE METER DETAIL
AutoCAD SHX TextROMAC STYLE 202NS SERVICE SADDLE.
AutoCAD SHX TextINSTALL 4" PVC CONDUIT UNDER SIDEWALK. EXTEND A MINIMUM OF 1' ON EACH SIDE OF SIDEWALK AND ADJACENT TO BOX.
AutoCAD SHX TextCENTER IN PARK STRIP
AutoCAD SHX Text12 GAUGE LOCATOR WIRE
AutoCAD SHX Text POLYETHYLENE SERVICE PIPE
AutoCAD SHX TextUSE WATERPROOF GREASE NUT TO SPLICE LOCATOR WIRE.
AutoCAD SHX TextPVC IRRIGATION PIPE
AutoCAD SHX TextBRASS COMPRESSION x MIPT ADAPTER
AutoCAD SHX TextPARK STRIP
AutoCAD SHX TextPROPERTY LINE / BACK OF WALK
AutoCAD SHX TextBACK OF CURB
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextNOTES: 1. A RIGID LINER SHALL BE USED INSIDE OF TUBING AT THE COMPRESSION FITTINGS ON 1", 1-1/2" AND 2" SERVICE LINES. A RIGID LINER SHALL BE USED INSIDE OF TUBING AT THE COMPRESSION FITTINGS ON 1", 1-1/2" AND 2" SERVICE LINES. 2. ALL FITTINGS SHALL BE COMPATIBLE WITH SERVICE SIZE. ALL FITTINGS SHALL BE COMPATIBLE WITH SERVICE SIZE. 3. SERVICE LINE INSTALLATION AT EXISTING OR NEW MONOLITHIC CURB, GUTTER & SIDEWALK SHALL HAVE THE UTILITY BOX SERVICE LINE INSTALLATION AT EXISTING OR NEW MONOLITHIC CURB, GUTTER & SIDEWALK SHALL HAVE THE UTILITY BOX LOCATED BEHIND THE SIDEWALK. 4. SERVICE LINE INSTALLATION AT A LOCATION WITH NO CURB, GUTTER & SIDEWALK SHALL HAVE THE UTILITY BOX LOCATED SERVICE LINE INSTALLATION AT A LOCATION WITH NO CURB, GUTTER & SIDEWALK SHALL HAVE THE UTILITY BOX LOCATED BEHIND THE FUTURE SIDEWALK.
PRESSURIZED IRRIGATION 1" METER PS-07
APRIL 2018
AutoCAD SHX Text6" MIN. DRAIN ROCK
AutoCAD SHX TextSTUB 12" OUT OF METER BOX
AutoCAD SHX Text1" SCH 80 PVC
AutoCAD SHX TextFORD LSVB11-444W-NL METER LINESETTER OR MUELLER EQUIVALENT
AutoCAD SHX Text FINISHED GRADE
AutoCAD SHX TextCARSON-BROOKS 1419-1320 IRRIGATION BOX WITH COVER, OR APPROVED EQUIVALENT.
AutoCAD SHX TextLOCATOR WIRE MIN 2' COILED UP IN BOX
AutoCAD SHX TextFORD C84-44Q-NL COUPLING OR MUELLER H-15428
AutoCAD SHX TextBEDDING SAND
AutoCAD SHX TextTHREADED CAP
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
1
1
2
" SCH 80 PVC
MIN. 12" OUT OF METER BOX
12 GAUGE LOCATOR WIRE
FINISHED GRADE
FORD VB76-12-11-66-NL COPPERSETTER
OR MUELLER EQUIVALENT
FORD C84-66-Q-NL COUPLING
OR MULLER EQUIVALENT
CITY TO INSTALL METER.
CARSON-BROOKS 1730-1014
IRRIGATION BOX WITH COVER, OR
APPROVED EQUIVALENT.
THREADED CAP
PRESSURIZED IRRIGATION 1 1/2" METER PS-08
APRIL 2018
NOTES:
1.
2.
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
CARSON-BROOKS 1730-1014
IRRIGATION BOX WITH COVER, OR
APPROVED EQUIVALENT.
2" SCH 80 PVC CAP MIN.
12" OUT OF METER BOX
12 GAUGE LOCATOR WIRE
FINISHED GRADE
FORD VB77-12-11-77-NL COPPERSETTER
OR MUELLER EQUIVALENT
FORD C84-77-Q-NL COUPLING
OR MULLER EQUIVALENT
CITY TO INSTALL METER.
THREADED CAP
PRESSURIZED IRRIGATION 2" METER PS-09
APRIL 2018
NOTES:
1.
2.
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
IN
OUT
IN OUT
48" X 48" CONCRETE BOX
4" GATE VALVE
FLG. X MJ. (TYP.)
4" METER (PROVIDED BY CITY,
INSTALLED BY CONTRACTOR)
4" SOLID SLEEVE M.J. X M.J.
4" X 24"
FLG. X PE SPOOL
4" X 12"
FLG. X PE SPOOL
4" X 24"
FLG. X FLG SPOOL
ALUMINUM LOCKING SAFE HATCH
HATCH TO BE LEVEL WITH THE FRONT OF
SIDEWALK. SLN2 PEDESTRIAN RATED
ALUMINUM HATCH # H47472806
INSTALL EXPANDING
SEAL AROUND PIPE
12" MIN. OF 3/4"
WASHED DRAIN ROCK
MOUNT DISPLAY UNIT INSIDE
PEDESTAL
RUN SENSOR CABLE TO FLOW
METER THRU 2" DIA. CONDUIT
6" CONCRETE PAD
RAIN BIRD METAL PEDESTAL
MODEL # LXMMPED
4" SECONDARY WATER METER PS-10
APRIL 2018
AutoCAD SHX Text
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
SECONDARY WATER DRAIN PS-11
APRIL 2018
AutoCAD SHX TextCURB FACE INLET BOX
AutoCAD SHX TextASPHALT SURFACE
AutoCAD SHX TextROADBASE
AutoCAD SHX TextVALVE BOX
AutoCAD SHX TextIMPORTED GRANULAR FILL
AutoCAD SHX TextCONSTRUCT DRAIN INTO BOX AND GROUT AROUND ATTACHMENT
AutoCAD SHX TextCONCRETE COLLAR (SEE CONCRETE COLLAR DETAIL)
AutoCAD SHX TextSYSTEM DRAIN TO CURB INLET BOX
AutoCAD SHX TextIRRIGATION LINE
AutoCAD SHX TextMJxFLG TEE
AutoCAD SHX TextSLOPE TO DRAIN
AutoCAD SHX Text4" PVC DRAIN LINE
AutoCAD SHX TextFLGxMJ GATE VALVE & BOX
AutoCAD SHX TextLID "DRAIN"
AutoCAD SHX TextSCREEN
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX Text12 GAUGE LOCATOR WIRE USE WATERPROOF GREASE NUT TO SPLICE WIRE
AutoCAD SHX TextDRILL HOLE
PS-12VALVE STEM EXTENSION
APRIL 2018
AutoCAD SHX TextCONCRETE COLLAR (SEE DETAIL)
AutoCAD SHX Text5 1/4" VALVE BOX TYP.
AutoCAD SHX Text1" DIA. COLD ROLLED STEEL TYP.
AutoCAD SHX TextDRILL AND TAP 2 HOLES, 1/2" DIA. THRU EXTENSION AND 1/4" DEEP IN OPERATING NUT FOR SET SCREWS
AutoCAD SHX Text2" x 2" SOLID STEEL STANDARD OPERATING NUT
AutoCAD SHX Text4 1/4" DIA. PLATE 1/2" THICK
AutoCAD SHX TextNOTE: 1. HOT DIP GALVANIZED STEM EXTENSION AFTER FABRICATION.HOT DIP GALVANIZED STEM EXTENSION AFTER FABRICATION.
AutoCAD SHX Text1/4"
AutoCAD SHX TextVALVE ASSEMBLY TYP.
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX Text2 5/8"
AutoCAD SHX Text2 5/8"
AutoCAD SHX Text1/4"
AutoCAD SHX TextSECTION A-A
AutoCAD SHX TextSECTION B-B
AutoCAD SHX TextBOTH SIDES
AutoCAD SHX TextDETAILS ON THIS SHEET TO BE USED ONLY BY PERMISSION OF CITY ENGINEER
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX Text12 GAUGE LOCATOR WIRE USE WATERPROOF GREASE NUT TO SPLICE WIRE
AutoCAD SHX TextDRILL HOLE
PS-13 CULINARY UNDER SEWER CROSSINGS PRESSURE PIPE LOOPS
APRIL 2018
AutoCAD SHX TextSANITARY SEWER
AutoCAD SHX Text45° MJ BEND (4-REQ'D)
AutoCAD SHX TextMEGALUG (OR EQUAL) THRUST RETAINER GLANDS REQ'D ON EACH SIDE OF BEND & AT ALL BENDS (8 REQ'D).
AutoCAD SHX TextNOTE: 1. CONTRACTOR IS TO REVIEW AND FOLLOW STATE CODE.CONTRACTOR IS TO REVIEW AND FOLLOW STATE CODE.
AutoCAD SHX Text36" MAX.
AutoCAD SHX TextDETAILS ON THIS SHEET TO BE USED ONLY BY PERMISSION OF CITY ENGINEER
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextCONFLICT PIPE
AutoCAD SHX Text45° MJ BEND (4-REQ'D)
AutoCAD SHX TextCULINARY WATER OR SECONDARY WATER LINE
AutoCAD SHX TextMEGALUG REQ'D ON ALL FITTINGS AND JOINTS.
AutoCAD SHX Text12" MIN.
AutoCAD SHX TextSTEEL CASING NO JOINTS ALLOWED
3" METER WITH 2" BYPASS
PS-14
APRIL 2018
AutoCAD SHX Text1 4" x 2" TAPPING SADDLE DOUBLE STRAPPED 2 4" x 18" WELDED WALL SLEEVE M.J. x FLG. 3 4" GATE VALVE FLG. WITH WHEEL 4 4" x 3" REDUCER FLG. 5 3" COMPOUND METER 6 4" x 12" SPOOL FLG. x P.E. 7 4" SOLID SLEEVE M.J. 8 2" BALL VALVE 9 2" ELBOW 10 2" DRESSER COUPLING 11 2" METER 12 3" STRAINER
AutoCAD SHX TextNOTES: 1. ALL WORK MUST BE INSPECTED BY CITY WATER DEPARTMENT PRIOR TO BACKFILL. ALL WORK MUST BE INSPECTED BY CITY WATER DEPARTMENT PRIOR TO BACKFILL. 2. CONCRETE BLOCKING AND ADJUSTABLE STEEL PIPE SUPPORTS REQ'D. AS SHOWN. CONCRETE BLOCKING AND ADJUSTABLE STEEL PIPE SUPPORTS REQ'D. AS SHOWN. 3. DIMENSIONS OF METER ASSEMBLY MAY VARY SLIGHTLY. DIMENSIONS OF METER ASSEMBLY MAY VARY SLIGHTLY. 4. ALL GALVANIZED FITTINGS AND NIPPLES MUST BE WRAPPED WITH PLASTIC.ALL GALVANIZED FITTINGS AND NIPPLES MUST BE WRAPPED WITH PLASTIC.
AutoCAD SHX TextNO.
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextLEGEND
AutoCAD SHX Text2
AutoCAD SHX Text3
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text7
AutoCAD SHX Text3
AutoCAD SHX Text6
AutoCAD SHX Text10
AutoCAD SHX Text9
AutoCAD SHX Text11
AutoCAD SHX Text1
AutoCAD SHX Text8
AutoCAD SHX Text9
AutoCAD SHX Text8
AutoCAD SHX Text1
AutoCAD SHX Text2
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX Text12
AutoCAD SHX Text#7 BARS 8" C.C. BOTH WAYS
AutoCAD SHX Text#4 BARS 12" C.C. BOTH WAYS
AutoCAD SHX Text24" RING AND COVER CONSTRUCT OVER METER
4" METER WITH 2" BYPASS
PS-15
APRIL 2018
AutoCAD SHX TextNO.
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextLEGEND
AutoCAD SHX Text#7 BARS 8" C.C. BOTH WAYS
AutoCAD SHX Text#4 BARS 12" C.C. BOTH WAYS
AutoCAD SHX Text2
AutoCAD SHX Text3
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text3
AutoCAD SHX Text5
AutoCAD SHX Text9
AutoCAD SHX Text8
AutoCAD SHX Text10
AutoCAD SHX Text1
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text7
AutoCAD SHX Text1
AutoCAD SHX Text2
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX Text1 4" x 2" TAPPING SADDLE DOUBLE STRAPPED 2 4" x 18" WELDED WALL SLEEVE M.J. x FLG. 3 4" GATE VALVE FLG. WITH WHEEL 4 4" COMPOUND METER 5 4" x 12" SPOOL FLG. x P.E. 6 4" SOLID SLEEVE M.J. 7 2" BALL VALVE 8 2" ELBOW 9 2" DRESSER COUPLING 10 2" METER 11 4" STRAINER
AutoCAD SHX Text11
AutoCAD SHX Text24" RING AND COVER CONSTRUCT OVER METER
AutoCAD SHX TextNOTES: 1. ALL WORK MUST BE INSPECTED BY CITY WATER DEPARTMENT PRIOR TO BACKFILL. ALL WORK MUST BE INSPECTED BY CITY WATER DEPARTMENT PRIOR TO BACKFILL. 2. CONCRETE BLOCKING AND ADJUSTABLE STEEL PIPE SUPPORTS REQ'D. AS SHOWN. CONCRETE BLOCKING AND ADJUSTABLE STEEL PIPE SUPPORTS REQ'D. AS SHOWN. 3. DIMENSIONS OF METER ASSEMBLY MAY VARY SLIGHTLY. DIMENSIONS OF METER ASSEMBLY MAY VARY SLIGHTLY. 4. ALL GALVANIZED FITTINGS AND NIPPLES MUST BE WRAPPED WITH PLASTIC.ALL GALVANIZED FITTINGS AND NIPPLES MUST BE WRAPPED WITH PLASTIC.
SECONDARY WATER AIR-VAC PS-16
APRIL 2018
AutoCAD SHX TextNOTES: 1. MANHOLE COVER TO BE A SOLID LID CONTAINING ONE PICK HOLE. SEE SPECIFICATION DIVISION 5 FOR COVER LABEL. D&L 1180 OR MANHOLE COVER TO BE A SOLID LID CONTAINING ONE PICK HOLE. SEE SPECIFICATION DIVISION 5 FOR COVER LABEL. D&L 1180 OR D&L 1180 OR D&L 1180 OR APPROVED EQUIVALENT MANHOLE FRAME AND LID THAT READS "PRESSURIZED IRRIGATION" AS APPROPRIATE 2. LID SHALL BE OF ECCENTRIC DESIGN AND MEET H20 LIVE LOADING. LID SHALL BE OF ECCENTRIC DESIGN AND MEET H20 LIVE LOADING. 3. IF POSSIBLE MOVE VALVE OUT OF LINE OF ACCESS. IF POSSIBLE MOVE VALVE OUT OF LINE OF ACCESS. 4. CONCRETE FOR COLLARS SHALL UTILIZE FIBER MESH.CONCRETE FOR COLLARS SHALL UTILIZE FIBER MESH.
AutoCAD SHX Text2" IRON PIPE THREADED CURB STOP FORD B88-777-NL OR MUELLER EQUAL
AutoCAD SHX TextSTANDARD 30" MANHOLE COVER SEE NOTES BELOW
AutoCAD SHX Text4' DIAMETER PRECAST MANHOLE SECTION WITH FLAT ECCENTRIC LID
AutoCAD SHX Text6' DIAMETER 4' SECTION PRECAST MANHOLE SECTION WITH FLAT ECCENTRIC LID
AutoCAD SHX Text4" MUELLER A-2360 GATE VALE FLG X FLG WITH HAND WHEEL
AutoCAD SHX TextROMAC 202NS SERVICE SADDLE
AutoCAD SHX TextROMAC (FTS420) FABRICATED STEEL TAPPING SLEEVE OR OR APPROVED EQUIVALENT
AutoCAD SHX Text18" MIN. 3/4" WASHED ROCK
AutoCAD SHX Text18" MIN. 3/4" WASHED ROCK
AutoCAD SHX TextCONCRETE COLLAR
AutoCAD SHX TextMIN.6" CLEARANCE AROUND PIPE6" CLEARANCE AROUND PIPE
AutoCAD SHX TextINSTALL 4" FLANGED APCO MODEL 149 C COMBINATION AIR VALVE WITH 4" PROTECTOP OR APPROVED EQUIVALENT
AutoCAD SHX TextINSTALL 2" THREADED APCO MODEL 145 C COMBINATION AIR VALVE WITH 2" PROTECTOP OR APPROVED EQUIVALENT
AutoCAD SHX Text4" PRESSURIZED IRRIGATION AIR VALVE
AutoCAD SHX Text2" PRESSURIZED IRRIGATION AIR VALVE
AutoCAD SHX TextSTANDARD 30" MANHOLE COVER SEE NOTES BELOW
AutoCAD SHX TextCONCRETE COLLAR
AutoCAD SHX TextMIN. 4" CLEARANCE AROUND PIPE INSTALL EXPANDING SEAL AROUND PIPE
AutoCAD SHX TextMOLE VENT ALUMNI BODY / STAINLESS SCREEN #14 MESH A-1 MCDONALD #M6F OR EQUAL
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
CULINARY WATER AIR-VAC PS-17
APRIL 2018
AutoCAD SHX TextNOTES: 1. MANHOLE COVER TO BE A SOLID LID CONTAINING ONE PICK HOLE. SEE SPECIFICATION DIVISION 5 FOR COVER LABEL. D&L 1180 OR APPROVED EQUIVALENT MANHOLE FRAME MANHOLE COVER TO BE A SOLID LID CONTAINING ONE PICK HOLE. SEE SPECIFICATION DIVISION 5 FOR COVER LABEL. D&L 1180 OR APPROVED EQUIVALENT MANHOLE FRAME D&L 1180 OR APPROVED EQUIVALENT MANHOLE FRAME D&L 1180 OR APPROVED EQUIVALENT MANHOLE FRAME AND LID THAT READS "WATER" 2. LID SHALL BE OF ECCENTRIC DESIGN AND MEET H20 LIVE LOADING. NO FLAT RING AND COVERS WILL BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS LID SHALL BE OF ECCENTRIC DESIGN AND MEET H20 LIVE LOADING. NO FLAT RING AND COVERS WILL BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. 3. UNDER WET CONDITIONS INSTALL A DRAIN ABOVE THE WATER TABLE AND BELOW THE VALVE. UNDER WET CONDITIONS INSTALL A DRAIN ABOVE THE WATER TABLE AND BELOW THE VALVE. 4. IF POSSIBLE MOVE VALVE OUT OF LINE OF ACCESS. IF POSSIBLE MOVE VALVE OUT OF LINE OF ACCESS. 5. CONCRETE FOR COLLARS SHALL UTILIZE FIBER MESH. CONCRETE FOR COLLARS SHALL UTILIZE FIBER MESH.
AutoCAD SHX TextSECTION A-A
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX Text2" PIPE PVC SCH. 40
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextVALVE & FITTING SCHEDULE
AutoCAD SHX Text1.
AutoCAD SHX TextNO.
AutoCAD SHX Text2" BALL VALVE CURB STOP FORD B88-777-NL
AutoCAD SHX Text2" THREADED AIR VAC. RELIEF VALVE
AutoCAD SHX TextAPCO MODEL 145 C OR APPROVED EQUAL
AutoCAD SHX Text2" PIPE BRASS/STAINLESS STEEL
AutoCAD SHX Text2" X 6" BRASS/STAINLESS STEEL NIPPLE
AutoCAD SHX Text2" BRASS/STAINLESS STEEL STREET 90%%D
AutoCAD SHX Text2" ROMACS 202NS SADDLE
AutoCAD SHX Text3/4" BRASS/STAINLESS STEEL PLUG
AutoCAD SHX Text3/4" THREADED BRASS/STAINLESS STEEL BALL VALVE
AutoCAD SHX Text3/4" BRASS/STAINLESS STEEL NIPPLE
AutoCAD SHX Text2" X 3/4" BRASS/STAINLESS STEEL TEE THREADED
AutoCAD SHX TextMOLE VENT ALUMNI BODY / STAINLESS SCREEN #14
AutoCAD SHX Text2" 90%%D PVC SCH. 40
AutoCAD SHX Text2" COUPLING PVC / MALE THREADED
AutoCAD SHX TextMESH A-1 MCDONALD #M6F OR EQUAL
AutoCAD SHX TextSLOPE 1% MIN.
AutoCAD SHX Text2.
AutoCAD SHX Text3.
AutoCAD SHX Text4.
AutoCAD SHX Text5.
AutoCAD SHX Text6.
AutoCAD SHX Text7.
AutoCAD SHX Text8.
AutoCAD SHX Text9.
AutoCAD SHX Text10.
AutoCAD SHX Text11.
AutoCAD SHX Text12.
AutoCAD SHX Text13.
AutoCAD SHX Text14.
AutoCAD SHX TextROMACS 202NS SERVICE SADDLE
AutoCAD SHX TextSTANDARD 30" MANHOLE COVER SEE NOTES BELOW
AutoCAD SHX TextCONCRETE COLLAR
AutoCAD SHX Text5' DIAMETER PRECAST MANHOLE BASE WITH LID
AutoCAD SHX Text12" MIN. 3/4" WASHED DRAIN ROCK
AutoCAD SHX Text1
AutoCAD SHX Text2
AutoCAD SHX Text3
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text9
AutoCAD SHX Text12
AutoCAD SHX Text10
AutoCAD SHX Text11
AutoCAD SHX Text13
AutoCAD SHX Text14
AutoCAD SHX TextLOCATION OF AIR VENT STAND PIPE TO BE DETERMINED BY CITY ENGINEER ON A CASE BY CASE BASIS
AutoCAD SHX TextCONCRETE BASE 8" MIN. ON ALL SIDES
AutoCAD SHX TextFLOOR DRAIN
AutoCAD SHX TextAIR VENT STAND PIPE COVER V.I.T. PRODUCTS STRONG BOX MODEL SBBC-22CR OR APPROVED EQUIVALENT.
AutoCAD SHX Text2" FLOOR DRAIN WITH 12" PERFORATED PIPE INTO GRAVEL BASE
AutoCAD SHX Text12" MIN. OF " 34" WASHED DRAIN ROCK
AutoCAD SHX TextPSX DIRECT BOOT OR APPROVED EQUIVALENT
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
PRESSURE PIPE TRENCH PS-18
APRIL 2018
AutoCAD SHX TextC
AutoCAD SHX TextL
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
SEWER MANHOLE
SS-01
APRIL 2018
AutoCAD SHX TextASPHALT ROAD SURFACE
AutoCAD SHX TextPIPES VARY IN SIZE
AutoCAD SHX TextPRECAST MANHOLE BASE TO HAVE FULL TROUGH
AutoCAD SHX Text3/4" GRAVEL FOUNDATION OUTSIDE SHAPE MAY BE IRREGULAR. MAXIMUM THICKNESS WILL DEPEND ON SPECIFIC SITE CONDITIONS.
AutoCAD SHX TextCONCRETE COLLAR
AutoCAD SHX TextMASTIC GASKET OR EQUAL AT ALL JOINTS (TYP.)
AutoCAD SHX TextTOP OF PIPE TO BE CUT FLUSH WITH INSIDE SURFACE OF MANHOLE
AutoCAD SHX TextSLOPE 1/2:12 TYPICAL
AutoCAD SHX TextSLOPE 1/2:12 TYPICAL
AutoCAD SHX TextRUBBER BOOT CONNECTION BETWEEN PIPES AND MANHOLE REQUIRED
AutoCAD SHX TextENTERING BRANCH
AutoCAD SHX TextINITIAL BACKFILL
AutoCAD SHX TextNOTES: 1. MANHOLE COVER AND LID TO BE D&L P/N A-1180-13 OR MANHOLE COVER AND LID TO BE D&L P/N A-1180-13 OR EQUAL. "SEWER" 2. FLAT LIDS MAY BE USED IN LIEU OF ECCENTRIC CONES WHERE FLAT LIDS MAY BE USED IN LIEU OF ECCENTRIC CONES WHERE NECESSARY. FLAT LIDS SHALL BE OF ECCENTRIC DESIGN AND MEET H20 LIVE LOADING. NO FLAT RING AND COVERS WILL BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. 3. FOR CAST-IN-PLACE BASES, CONCRETE SHALL BE PLACED FOR CAST-IN-PLACE BASES, CONCRETE SHALL BE PLACED AGAINST UNDISTURBED EARTH. 4. ECCENTRIC CONES ARE TO BE ROTATED SUCH THAT MANHOLE ECCENTRIC CONES ARE TO BE ROTATED SUCH THAT MANHOLE OPENING IS CENTERED OVER OUTLET PIPE. 5. CONCENTRIC CONES ARE TO BE USED ONLY WITH THE CONCENTRIC CONES ARE TO BE USED ONLY WITH THE PERMISSION OF THE CITY ENGINEER OR HIS REPRESENTATIVE. 6. WHEN 2 PIPES CONNECT TO A MANHOLE , A 4' DIAM. WHEN 2 PIPES CONNECT TO A MANHOLE , A 4' DIAM. MANHOLE IS TO BE USED. WHEN 3 OR MORE PIPES CONNECT TO A MANHOLE,A 5' DIAM. MANHOLE WILL BE USED. 7. CONCRETE FOR COLLARS SHALL UTILIZE FIBER MESH. CONCRETE FOR COLLARS SHALL UTILIZE FIBER MESH. 8. PIPE INVERTS SHALL HAVE ONE-TENTH (0.10) FALL FROM PIPE INVERTS SHALL HAVE ONE-TENTH (0.10) FALL FROM INLET TO OUTLET WHEN PIPES ARE GRATER THAN 100° WHENPIPES ARE 90° TWO-TENTHS FALL WILL BE REQUIRED.9. PIPE ALIGNMENTS UNDER 90 WILL NOT BE ALLOWED. PIPE ALIGNMENTS UNDER 90° WILL NOT BE ALLOWED.
AutoCAD SHX TextROTATE ECCENTRIC CONES SUCH THAT THE MANHOLE OPENING IS CENTERED OVER THE OUTLET PIPE.
AutoCAD SHX TextELEVATION SECTION
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextSECTION A-A
AutoCAD SHX TextSTANDARD 24" MANHOLE COVER SEE NOTES BELOW
AutoCAD SHX TextMIN.
AutoCAD SHX TextMIN.
AutoCAD SHX TextFLOW
AutoCAD SHX TextFLOW
AutoCAD SHX TextMAIN
AutoCAD SHX TextMAIN
AutoCAD SHX TextECCENTRIC CONE SECTION
AutoCAD SHX Text4'-0" OR 5'-0"
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
SAMPLING MANHOLE SS-02
APRIL 2018
AutoCAD SHX Text3/4" GRAVEL FOUNDATION OUTSIDE SHAPE MAY BE IRREGULAR
AutoCAD SHX TextPIPES VARY IN SIZE
AutoCAD SHX TextPRECAST MANHOLE BASE TO HAVE FULL TROUGH
AutoCAD SHX TextHARD SURFACE
AutoCAD SHX TextMASTIC GASKET OR EQUAL AT ALL JOINTS (TYP.)
AutoCAD SHX TextTOP OF PIPE TO BE CUT FLUSH WITH INSIDE SURFACE OF MANHOLE
AutoCAD SHX TextCONCRETE COLLAR
AutoCAD SHX TextSLOPE 1/2:12 TYPICAL
AutoCAD SHX TextPROCESS DISCHARGE
AutoCAD SHX TextNOTES: 1. MANHOLE COVER AND LID TO BE D&L P/N A-1180-13 OR MANHOLE COVER AND LID TO BE D&L P/N A-1180-13 OR EQUAL. "SEWER" 2. SAMPLE MANHOLE MAY BE CORRUGATED METAL PIPE WITH A SAMPLE MANHOLE MAY BE CORRUGATED METAL PIPE WITH A POURED BASE WHEN LOCATED IN A NON-TRAFFIC AREA. IF LOCATED IN A TRAFFIC AREA IT MUST BE CONCRETE WITH A POURED BASE. 3. FLAT LIDS MAY BE USED IN LIEU OF ECCENTRIC CONES WHERE FLAT LIDS MAY BE USED IN LIEU OF ECCENTRIC CONES WHERE NECESSARY. FLAT LIDS SHALL BE OF ECCENTRIC DESIGN AND MEET H20 LIVE LOADING. NO FLAT RING AND COVERS WILL BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. 4. LATERALS TO BE IN SEPARATE TROUGHS IN MANHOLE. LATERALS TO BE IN SEPARATE TROUGHS IN MANHOLE. 5. FOR CAST-IN-PLACE BASES, CONCRETE SHALL BE PLACED FOR CAST-IN-PLACE BASES, CONCRETE SHALL BE PLACED AGAINST UNDISTURBED EARTH. 6. ECCENTRIC CONES ARE TO BE ROTATED SUCH THAT MANHOLE ECCENTRIC CONES ARE TO BE ROTATED SUCH THAT MANHOLE OPENING IS CENTERED OVER OUTLET PIPE. 7. CONCRETE FOR COLLARS SHALL UTILIZE FIBER MESH. CONCRETE FOR COLLARS SHALL UTILIZE FIBER MESH. 8. DOMESTIC DISCHARGE TO BE CONNECTED DOWN STREAM FROM DOMESTIC DISCHARGE TO BE CONNECTED DOWN STREAM FROM SAMPLING MANHOLE.
AutoCAD SHX TextROTATE ECCENTRIC CONES SUCH THAT THE MANHOLE OPENING IS CENTERED OVER THE OUTLET PIPE.
AutoCAD SHX TextELEVATION SECTION
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextSECTION A-A
AutoCAD SHX TextSTANDARD 24" MANHOLE COVER SEE NOTES BELOW
AutoCAD SHX TextMIN.
AutoCAD SHX TextMIN.
AutoCAD SHX TextFLOW
AutoCAD SHX TextFLOW
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
ELEVATION SECTION
SECTION A-A
DROP MANHOLE SS-03
A
A
APRIL 2018
AutoCAD SHX TextMIN.
AutoCAD SHX TextFLOW
AutoCAD SHX TextFLOW
AutoCAD SHX TextMAIN
AutoCAD SHX TextMAIN
AutoCAD SHX TextECCENTRIC CONE SECTION
AutoCAD SHX TextSLOPE 1/2:12 TYPICAL
AutoCAD SHX TextSLOPE 1/2:12 TYPICAL
AutoCAD SHX TextPIPES VARY IN SIZE
AutoCAD SHX Text3/4" GRAVEL FOUNDATION OUTSIDE SHAPE MAY BE IRREGULAR. MAXIMUM THICKNESS WILL DEPEND ON SPECIFIC SITE CONDITIONS.
AutoCAD SHX TextFLOW
AutoCAD SHX TextTOP OF PIPE TO BE CUT FLUSH WITH INSIDE SURFACE OF MANHOLE
AutoCAD SHX TextMASTIC GASKET OR EQUAL AT ALL JOINTS (TYP.)
AutoCAD SHX TextCONCRETE COLLAR
AutoCAD SHX TextASPHALT ROAD SURFACE
AutoCAD SHX TextROTATE ECCENTRIC CONES SUCH THAT THE MANHOLE OPENING IS CENTERED OVER THE OUTLET PIPE.
AutoCAD SHX Text6'-0" MIN.
AutoCAD SHX TextSTANDARD 24" MANHOLE COVER SEE NOTES BELOW
AutoCAD SHX TextDETAILS ON THIS SHEET TO BE USED ONLY BY PERMISSION OF CITY ENGINEER
AutoCAD SHX TextMIN.
AutoCAD SHX TextRUBBER BOOT CONNECTION BETWEEN PIPES AND MANHOLE REQUIRED
AutoCAD SHX TextNOTES: 1. MANHOLE COVER AND LID TO BE D&L P/N A-1180-13 MANHOLE COVER AND LID TO BE D&L P/N A-1180-13 OR EQUAL. "SEWER" 2. FLAT LIDS MAY BE USED IN LIEU OF ECCENTRIC CONES FLAT LIDS MAY BE USED IN LIEU OF ECCENTRIC CONES WHERE NECESSARY. FLAT LIDS SHALL BE OF ECCENTRIC DESIGN AND MEET H20 LIVE LOADING. NO FLAT RING AND COVERS WILL BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. 3. FOR CAST-IN-PLACE BASES, CONCRETE SHALL BE FOR CAST-IN-PLACE BASES, CONCRETE SHALL BE PLACED AGAINST UNDISTURBED EARTH. 4. ECCENTRIC CONES ARE TO BE ROTATED SUCH THAT ECCENTRIC CONES ARE TO BE ROTATED SUCH THAT MANHOLE OPENING IS CENTERED OVER OUTLET PIPE. 5. CONCENTRIC CONES ARE TO BE USED ONLY WITH THE CONCENTRIC CONES ARE TO BE USED ONLY WITH THE PERMISSION OF THE CITY ENGINEER OR HIS REPRESENTATIVE. 6. MAXIMUM SIZE OF INFLUENT PIPE IS 12". MAXIMUM SIZE OF INFLUENT PIPE IS 12". 7. CONCRETE FOR COLLARS SHALL UTILIZE FIBER MESHCONCRETE FOR COLLARS SHALL UTILIZE FIBER MESH
AutoCAD SHX TextSPRINGVILLE CITY 110 SOUTH MAIN STEET SPRINGVILLE UTAH 84663 ENGINEERING OFFICE (801)491-2780
AutoCAD SHX TextDRAWING #
AutoCAD SHX TextADOPTED DATE
AutoCAD SHX TextPRECAST MANHOLE BASE TO HAVE FULL TROUGH
AutoCAD SHX TextSQUARE CUT END OF PIPE
AutoCAD SHX TextFIBERGLASS RELINER DROP BOWL SYSTEM OR APPROVED EQUAL. INSTALLED PER MANUFACTURER'S REQUIREMENTS
AutoCAD SHX Text1 " WIDE, 11 GAUGE STAINLESS 12" WIDE, 11 GAUGE STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS AT 4' MAX SPACING (MIN. OF 2 PER PIPE JOINT) ANCHORED WITH " S.S EXPANSION 38" S.S EXPANSION BOLTS
AutoCAD SHX TextCUT A "V" SHAPED NOTCH AT THE BOTTOM OF INFLUENT PIPE
ALTERNATE DROP MANHOLE
SS-04
APRIL 2018
AutoCAD SHX TextPIPES VARY IN SIZE
AutoCAD SHX TextPRECAST MANHOLE BASE TO HAVE FULL TROUGH
AutoCAD SHX Text3/4" GRAVEL FOUNDATION OUTSIDE SHAPE MAY BE IRREGULAR. MAXIMUM THICKNESS WILL DEPEND ON SPECIFIC SITE CONDITIONS.
AutoCAD SHX Text3/4" TO 1 1/2" DRAIN ROCK
AutoCAD SHX Text
Top Related