STANDARD DETAILS

July, 2008

TABLE OF CONTENTS

CONCRETE PIPELINE DETAILS

Pg. # Drawing # Description File Name

1) C01 Concrete Collar For Concrete Pipelines C01_ConcCollar

2) C05 Concrete Connection To Existing Structures C05_ConcConnection

3) C10 Control Box For Concrete Pipeline C10_ConcControlBox

4) C15 Pressure Box For Concrete Pipeline C15_ConcPressureBox

5) C20 Pressure Manhole Box For Concrete Pipeline C20_ConcPressureManholeBox

6) C25 Pressure Box w/ 20" Vent For Concrete Pipeline C25_ConcPressureBox20Vent

7) C30 Overpour Box For Concrete Pipeline C30_ConcOverpourBox

8) C35 Standard Canal Gate For Concrete Pipeline C35_ConcStandardCanalGate

9) C40 Concrete Air Vent For Concrete Pipeline C40_ConcAirVent

10) C45 Concrete Air Vent Cover For Concrete Pipeline C45_ConcAirVentCover

11) C50 Steel Air Vent For Concrete Pipeline C50_ConcSteelAirVent

12) C55 Concrete Plug For Concrete Pipeline C55_ConcPlug

13) C60 Inlet/Outlet Box Structures For Concrete Pipeline C60_ConcInletOutletBox

14) C65 Inlet/Outlet Pipe Structure For Concrete Pipeline C65_ConcInletOutletPipe

15) C70 Driveway Slab for C.I.P. Concrete Pipeline C70_ConcDrivewaySlab

16) C75 Long Control Box For Concrete Pipeline C75_ConcLongBox

17) C80 Single Gate Backflow Prevention For Concrete Pipeline C80_ConcSingleGateBackflowPrevention

18) C85 Dual Gate Backflow Prevention For Concrete Pipeline C85_ConcDualGateBackflowPrevention

19) C90 30" Pipe Manhole For Concrete Pipeline C90_ConcManHole

20) C95 Temporary Overpour Box For Concrete Pipelines C95_ConcTemporaryOverpour

21) C99 Access Hole For Concrete Pipelines C99_ConcAccessHole

CANAL DETAILS 22) CL01 Canal Boring CL01_CanalBoring

23) CL05 Canal Cross Cut CL05_CanalCrossCut

24) CL10 Typical Canal Cross Section CL10_CanalSection

25) CL15 Canal Steps Detail CL15_CanalSteps

26) CL20 Typical Small Channel Road Crossing/Siphon Detail CL20_ChannelRoadCrossing

27) CL25 Ducks Nest Detail CL25_DucksNestDetail

MISC. DETAILS

30) M01 Standard Concrete Specifications M01_ConcreteSpecs

31) M05 M.I.D. Standard Mortar Mix Specifications M05_MortarMixSpecs

32) M10 Standard Redwood Deck Detail M10_StdDeck

33) M15 Typical M.I.D. Canal Roadway Gate Detail M15_RoadGate

34) M20 Barbed Wire Fence Detail M20_BarbedWireFence

35) M25 Typical Steel Discharge Line Detail M25_SteelDischarge

36) M30 Locking Still Well Cover Detail M30_SteelLockingVentCover

37) M35 Groundwater Recharge Well Detail M35_GoundwaterRechargeWell

P.V.C. PIPELINE DETAILS

38) P01 Starter Coupler For P.V.C. Pipeline P01_PvcStarterCoupler

39) P05 P.V.C. Connection To Existing Structure P05_PvcConnection

40) P10 Control Box For P.V.C. Pipeline P10_PvcControlBox

41) P15 PreCast Control Box For P.V.C. Pipeline P15_PvcPreCastBox

42) P20 Pressure Box For P.V.C. Pipeline P20_PressurBox

43) P25 Pressure Manhole Box For P.V.C. Pipeline P25_PvcManholePressureBox

44) P30 Overpour Box For P.V.C. Pipeline P30_PvcOverpourBox

45) P35 Pipe Overpour Structure For P.V.C. Pipeline P35_PvxPipeOverpour

46) P40 Butterfly Canal Gate For P.V.C. Pipeline P40_PvcButterFlyCanalGate

47) P45 Standard Canal Gate For P.V.C. Pipeline P45_PvcStandardCanalGate

48) P50 Air Vent For P.V.C. Pipeline P50_PvcAirVent

49) P55 Inlet/Outlet Box Structure for P.V.C. Pipeline P55_PvcInletOutletBox

50) P60 Inlet/Outlet Pipe Structure for P.V.C. Pipeline P60_PvcInletPipeStructure

51) P65 Single Gate Backflow Prevention For P.V.C. Pipeline P65_PvcSingleGateBackflowPrevention

52) P70 Dual Gate Backflow Prevention For P.V.C. Pipeline P70_PvcDualBackflowPreventionSystem

PUMP SYSTEM DETAILS

53) PS01 Pump Box For P.V.C. Pipeline PS01_PumpSysPumpBox

54) PS05 Standard Flow Meter Location PS05_PumpSysFlowMeter

55) PS10 Lift Pump System PS10_PumpSysLiftPump

56) PS15 Chain Screen Pump Box System PS15_PumpSysChainScreenBox

57) PS20 Turbine Pump System PS20_PumpSysTurbinePumpSystem

58) PS25 Booster Pump System PS25_PumpSysBoosterPump

59) PS30 Turbine Pump Box For P.V.C. Pipeline PS30_PumpSysP.V.CTurbinePumpBox

60) PS35 Turbine Pump Box For Concrete Pipeline PS35_PumpSysConcTurbinePumpBox

VALVE DETAILS 61) V01 Field Valve Structures For Concrete Pipeline V01_ConcFieldValveStructures

62) V05 Alfalfa Valve Pipe Structure for Concrete Pipeline V05_ConcAlfalfaValvePipeStructure

63) V10 Arch Valve Box Structure For Concrete Pipeline V10_ConcArchValveBoxStructure

64) V15 Drainage Inlet Structure For Concrete Pipeline V15_ConcDrainageValve

65) V20 Field Valve Structures For P.V.C. Pipeline V20_PvcFieldValveStructure

66) V25 Alfalfa Valve Pipe Structure for P.V.C. Pipeline V25_PvcAlfalfaValvePipeStructure

67) V30 Offset-Arch Valve Structure For P.V.C. Pipeline V30_PvcOffsetArchValveStructure

68) V35 Offset-Alfalfa Valve Structure for P.V.C. Pipeline V35_PvcOffsetAlfalfaValveStructure

69) V40 Line Gate Structure for P.V.C. Pipeline V40_PvcLineGateValveStructure

CONCRETE PIPELINE DETAILS

DistrictIrrigationModesto

DistrictIrrigationModesto

DistrictIrrigationModesto

DistrictIrrigationModesto

CANAL DETAILS

MISCELLANEOUS DETAILS

STANDARD CONCRETE SPECIFICATIONS

All ready mix concrete design, transportation and delivery procedures shall meet requirements specified in the State of California Department of Transportation “Standard Specifications”, Section 90, “Portland Cement Concrete” except as noted below:

Cement Content per yard Min. 28-day compressive strength

Max permissible Water Cement ratio (U.S. gal. per 94 lb. Bag cement)*

4 sacks (376 lbs) 2000 PSI 7.6

5 sacks (470 lbs) 3000 PSI 6.6

6 sacks (564 lbs) 4000 PSI 5.3

* Non air-entrained concrete Additional Requirements:

1. Maximum Aggregate size = 1”

2. Slump: 4” ± 1-1/2”

3. No admixtures or changes to the above specifications shall be incorporated into the concrete mix design unless prior approval from MID is obtained.

4. Concrete supplier to provide a record copy of the mix design for each strength of concrete specified.

5. Acceptance by MID shall be predicated on the following:

a. The delivery ticket is in accordance with the requirements specified by the “Standard Specifications”.

b. That not more that 1-1/2 hours have expired between the time shown on the delivery ticket and the time of placement.

c. If any one of the above conditions are not met, MID may reject the load and order if returned to the batch plant at no expense to MID.

FILE NAME: M 01

M.I.D. MORTAR MIX SPECIFICATIONS

A. M.I.D. STANDARD MORTAR MIX (Preferred Mortar Mix)

1. The M.I.D. Standard Mortar Mix must be thoroughly dry mixed before adding water.

2. Use a soft bristle brush to bond mortar and existing concrete together.

3. All mortared joints and repairs exposed to sunlight must be wrapped in plastic to prevent cracking.

4. A minimum of 48 hours curing time is required.

B. OTHER STANDARD DRYING MORTAR MIXES (Acceptable)

1. All manufactured mortar mix products shall have consistent mix properties as the M.I.D. Standard Mortar Mix. All manufactured mortar mix products drying time must be consistent with the manufacturers recommendations, but not less then 48 hours.

2. Follow all manufacturer guidelines to create a smooth sealed bond.

3. Follow all manufacturer guidelines for proper surface preparation before mortaring

C. QUICK DRYING MORTAR PRODUCTS (Acceptable only when approved.)

1. Use Custom-Plug Hydraulic Patching and Anchoring Cement or an equivalent product only in situations where 48 hours of curing time is not possible.

2. A Modesto Irrigation District representative must approve all manufactured quick drying mortar mix products.

M.I.D. STANDARD MORTAR MIX Quantity Description

1 94 lb Bag of Portland Cement 7 Full Shovels of Sand 2 Full Shovels of Fireclay

TRESPASSINGLOITERING

PROHIBITEDBY LAW

UNAUTHORIZEDMOTOR VEHICLES

PROHIBITED BY LAW

P.V.C. PIPELINE DETAILS

DistrictIrrigationModesto

DistrictIrrigationModesto

DistrictIrrigationModesto

DistrictIrrigationModesto

PUMP SYSTEM DETAILS

DistrictIrrigationModesto

VALVE DETAILS