GN-01 APRIL 2018 - Springville...gn-03 april 2018. springville city 110 south main steet springville...

GN-01

APRIL 2018STANDARD STREET INTERSECTION

AND UTILITY LOCATIONS

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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

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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




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




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




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




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


15" STORM DRAIN

CULINARY WATER

SANITARY SEWER

2%

4' 4'

2% 2%


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


15" STORM DRAIN

CULINARY WATER

SANITARY SEWER

2%

4' 4'

2%


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




℄8' 2' 7'

1'

11'6'

51' (102' / 2)

EXTEND 8" ROADBASE AND12"/18" IMPORTED GRANULAR

MATERIAL 1-FOOT BEHIND TBC.



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





8" ROADBASE (MIN.)

4" ASPHALT (MIN.)


⅊2% 2%


118' STREET CROSS-SECTION (PRINCIPAL ARTERIAL)

12'

36'

29'

℄5' 8' 2' 7'

1'

11'6'

51' (102' / 2)

SEE SIDEWALKDETAIL





8" ROADBASE (MIN.)

4" ASPHALT (MIN.)


⅊2% 2%


102' STREET CROSS-SECTION (MAJOR ARTERIAL)

11'

29'

SEE MEDIAN CURBDETAIL



℄8' 2' 7'

1'

11'6'

56' / 51' (107')





8" ROADBASE (MIN.)

4" ASPHALT (MIN.)


2%


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 **


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




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.




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 TextCURB & GUTTER (TYPE B)

AutoCAD SHX TextR

AutoCAD SHX Text1'-6"

AutoCAD SHX TextR


AutoCAD SHX TextR


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




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%


AutoCAD SHX Text2%


AutoCAD SHX Text2%

AutoCAD SHX TextBACK OF SIDEWALK

AutoCAD SHX TextDRIVEWAY






AutoCAD SHX TextIMPORTED GRANULAR MATERIAL. EXTEND 1' BEHIND TBC.

AutoCAD SHX Text24' MINIMUM TO 40' MAXIMUM FOR NON-RESIDENTIAL DRIVES


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 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 TextPCR

AutoCAD SHX TextPCR


AutoCAD SHX TextPROPERTY LINE / BACK OF WALK


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 TextTYP.


AutoCAD SHX TextTRUNCATED DOMES

AutoCAD SHX TextENLARGED SCALE 1"=1'

AutoCAD SHX TextBASE DIAMETER

AutoCAD SHX Text7/8" TO 13/8"


AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextC



AutoCAD SHX TextGUTTER



AutoCAD SHX TextSLOPE 2%

AutoCAD SHX TextFRONT OF WALK

AutoCAD SHX TextBACK OF WALK


AutoCAD SHX TextPLAN VIEW

AutoCAD SHX Text4:1

AutoCAD SHX Text4:1

AutoCAD SHX TextFLOWLINE

AutoCAD SHX TextL




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 TextTYP.


AutoCAD SHX TextA

AutoCAD SHX TextA



AutoCAD SHX TextGUTTER




AutoCAD SHX TextPLAN VIEW

AutoCAD SHX Text4:1

AutoCAD SHX Text4:1

AutoCAD SHX TextFLOWLINE


AutoCAD SHX TextTRUNCATED DOMES


AutoCAD SHX TextBASE DIAMETER

AutoCAD SHX Text7/8" TO 13/8"



AutoCAD SHX TextC

AutoCAD SHX TextL

AutoCAD SHX TextFRONT OF WALK

AutoCAD SHX TextBACK OF WALK




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 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






PROP

ERTY

LINE

/ BA

CK O

F W

ALK

KNUCKLE RD-11

APRIL 2018














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 TextAT "TEE" INTERSECTIONS ADA RAMP REQUIRED AT ONLY ONE OF THESE LOCATIONS












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 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 Text2%



AutoCAD SHX Text2%

AutoCAD SHX TextMIN.


AutoCAD SHX Text(TO FACE OF CURB)




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 TextSCALE: 1"=1'

AutoCAD SHX TextR/W

AutoCAD SHX TextR/W

AutoCAD SHX TextTBC

AutoCAD SHX TextTBC


AutoCAD SHX TextSTREETS WITH NAMES



AutoCAD SHX TextABOVE TBC

AutoCAD SHX TextABOVE SIDEWALK

AutoCAD SHX TextTYP





AutoCAD SHX Text4" MINIMUM

AutoCAD SHX Text4" MINIMUM


AutoCAD SHX Text114"




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"




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 Text22.5°BEND

AutoCAD SHX Text11.5°BEND

AutoCAD SHX Text( " )

AutoCAD SHX Text(SQ. IN.)

AutoCAD SHX Text(LBS.)





AutoCAD SHX Text4

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AutoCAD SHX Text30




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 Text22.5° BEND

AutoCAD SHX Text11.5° BEND

AutoCAD SHX Text( " )

AutoCAD SHX Text(SQ. IN.)






AutoCAD SHX Text4


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 Text7.2


AutoCAD SHX Text5.5

AutoCAD SHX Text2.8

AutoCAD SHX Text1.4

AutoCAD SHX Text8




AutoCAD SHX Text9.8

AutoCAD SHX Text5.0

AutoCAD SHX Text2.5

AutoCAD SHX Text10





AutoCAD SHX Text7.6

AutoCAD SHX Text3.8

AutoCAD SHX Text12






AutoCAD SHX Text5.5

AutoCAD SHX Text14






AutoCAD SHX Text7.4

AutoCAD SHX Text16






AutoCAD SHX Text9.7

AutoCAD SHX Text18







AutoCAD SHX Text20







AutoCAD SHX Text24







AutoCAD SHX Text30







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 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 TextTYPICAL

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





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 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

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AutoCAD SHX Text121

AutoCAD SHX Text64

AutoCAD SHX Text75

AutoCAD SHX Text41

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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 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 TextPRESSURIZED IRRIGATION

AutoCAD SHX TextCULINARY WATER







AutoCAD SHX TextFIRE HYDRANT OR END CAP/DEAD END




RESTRAINING DETAIL TEE AND BENDS PS-03

APRIL 2018




AutoCAD SHX TextMINIMUM PIPE LENGTH 18' FOR DUCTILE IRON 20' FOR PVC




AutoCAD SHX TextMECHANICAL RESTRAINT SPECIFICATION "L" IN FEET FOR BENDS ON SPECIFIED DIAMETERS




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 Text20

AutoCAD SHX Text20

AutoCAD SHX Text20

AutoCAD SHX Text20

AutoCAD SHX Text20

AutoCAD SHX Text20

AutoCAD SHX Text20

AutoCAD SHX Text20

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AutoCAD SHX Text20

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AutoCAD SHX Text20

AutoCAD SHX Text20

AutoCAD SHX Text20

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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

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AutoCAD SHX Text26

AutoCAD SHX Text28

AutoCAD SHX Text20

AutoCAD SHX Text18

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AutoCAD SHX Text18

AutoCAD SHX Text18

AutoCAD SHX Text18

AutoCAD SHX Text18

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AutoCAD SHX Text24

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AutoCAD SHX Text21

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AutoCAD SHX Text58

AutoCAD SHX Text40

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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 TextRUN

AutoCAD SHX TextRUN

AutoCAD SHX TextBRANCH











































AutoCAD SHX Text20

AutoCAD SHX Text20

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AutoCAD SHX Text57

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AutoCAD SHX Text29

AutoCAD SHX Text118

AutoCAD SHX Text56

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AutoCAD SHX Text91

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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 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 TextNO





AutoCAD SHX TextNO


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 TextMALE ADAPTOR


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 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


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 TextBACK OF CURB




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




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.




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.




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




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






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 TextVALVE ASSEMBLY TYP.

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextB





AutoCAD SHX TextSECTION B-B

AutoCAD SHX TextBOTH SIDES







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 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 Text12

AutoCAD SHX Text#7 BARS 8" 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 TextLEGEND



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 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 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 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




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 TextA

AutoCAD SHX TextA

AutoCAD SHX Text2" PIPE PVC SCH. 40


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 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




PRESSURE PIPE TRENCH PS-18

APRIL 2018

AutoCAD SHX TextC

AutoCAD SHX TextL




SEWER MANHOLE

SS-01

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 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 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 TextFLOW


AutoCAD SHX TextMAIN


AutoCAD SHX TextECCENTRIC CONE SECTION

AutoCAD SHX Text4'-0" OR 5'-0"




SAMPLING MANHOLE SS-02

APRIL 2018

AutoCAD SHX Text3/4" GRAVEL FOUNDATION OUTSIDE SHAPE MAY BE IRREGULAR



AutoCAD SHX TextHARD SURFACE





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 TextELEVATION SECTION

AutoCAD SHX TextA

AutoCAD SHX TextA










ELEVATION SECTION

SECTION A-A

DROP MANHOLE SS-03

A

A

APRIL 2018






AutoCAD SHX TextECCENTRIC CONE SECTION











AutoCAD SHX Text6'-0" MIN.




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 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 Text3/4" TO 1 1/2" DRAIN ROCK

AutoCAD SHX Text

GN-01 APRIL 2018 - Springville...gn-03 april 2018. springville city 110 south main steet springville...

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