B01 Attachment J03 IHS STD BLOCKS-2021_UPDATED.pdf
PDF 8 MB Posted
- Attached to
- Tesuque Lagoon Improvements Federal contract opportunity
- Solicitation number
- 75H70123Q00019
About this file
This document provides standard technical drawings for water, sewer, and wastewater infrastructure projects for the Indian Health Service (IHS). The drawings include details for water storage tanks, water distribution piping, sewer mains, manholes, cleanouts, septic systems, wastewater lagoons, and associated valves, fittings, and structures. Project types that may utilize these standardized drawings include water and sewer system installations and improvements on IHS lands. The drawings are intended to establish design standards and specifications for infrastructure projects undertaken by the IHS.
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TYPICAL TRENCH SECTION
NTS
1A
TYPICAL TRENCH SECTIONS
1A
AutoCAD SHX Text 90%%D
AutoCAD SHX Text NOTES: 1. SPECIAL IMPORTED BEDDING AND SPECIAL IMPORTED BEDDING AND HAUNCHING MATERIAL SHALL MEET THE CRITERIA OF THE UNIFIED SOILS CLASSIFICATION SYSTEM FOR GW, GP, SW OR SP SOILS. 2. ATTACH TRACER WIRE TO PIPE 3 TIMES ATTACH TRACER WIRE TO PIPE 3 TIMES PER 20' PIPE LENGTH, MINIMUM. 3. TRACER WIRE IS REQUIRED ON WATER TRACER WIRE IS REQUIRED ON WATER MAINS, WATER SERVICE LINES AND SEWER FORCE MAINS PER TP-04, TP-05 AND TP-43.
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CONDITIONS REQUIRING SPECIAL EMBEDMENT MATERIAL
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12" MAX.
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PIPE O.D.
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CONDITIONS NOT REQUIRING SPECIAL EMBEDMENT MATERIAL
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FINAL BACKFILL COMPACTED AS PER SPECIFICATIONS
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FINAL BACKFILL COMPACTED AS PER SPECIFICATIONS
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HAUNCHING (PLACED BY HAND AND COMPACTED TO 95% MIN. OF REFERENCE DENSITY)
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CONTROL OR POWER CABLES (IF ANY)
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BEDDING (COMPACT TO 95% OF REFERENCE DENSITY)
AutoCAD SHX Text BOTTOM 1/4 OF PIPE TO BEAR ON UNDISTURBED BOTTOM; FREE OF ROCK; PIPE NOT TO BE SUPPORTED BY BELLS
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CONTROL OR POWER CABLES (IF ANY)
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TRACER WIRE
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INITIAL BACKFILL COMPACT TO 85% MIN. OF REFERENCE OF REFERENCE DENSITY
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WARNING TAPE 12" ABOVE PIPE
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12" MAX.
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12" MAX.
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PIPE O.D.
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12" MAX.
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DETAIL NO.
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FILE NAME:
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DETAIL NAME:
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IHS-STD-BLOCKS-2021
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INDIAN HEALTH SERVICE
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PUBLIC HEALTH SERVICE
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DEPT. OF HEALTH & HUMAN SERVICES
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ALBUQUERQUE AREA DSFC
UTILITY LINE MARKER DETAIL
BOLLARD DETAIL
NTS
1C
1B
UTILITY LINE MARKER DETAIL
BOLLARD DETAIL
1B, 1C
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ANCHOR BARB
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EXPLODED VIEW
AutoCAD SHX Text NOTE: 1. WATER MAIN MARKERS SHALL BE BLUE, 66" WATER MAIN MARKERS SHALL BE BLUE, 66" TALL, MARKED "CAUTION WATER PIPELINE" "CAUTION WATER PIPELINE" 2. SEWERMAIN & SEWER FORCE MAIN MARKERS SEWERMAIN & SEWER FORCE MAIN MARKERS SHALL BE GREEN, 72" TALL, MARKED "CAUTION SEWER PIPELINE" 3. MARKERS SHALL BE PLACED EVERY 500 L.F. MARKERS SHALL BE PLACED EVERY 500 L.F. ALONG THE SPAN OF UTILITY LINE.
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UTILITY LINE MARKER
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ANCHOR BARB
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CARSONITE UTILITY MARKER WITH ANCHOR BARB, OR EQUAL
AutoCAD SHX Text 4" CONCRETE FILLED STEEL PIPE, PAINTED YELLOW WITH 2 COATS OF PAINT; PREPARE SURFACE IN ACCORDANCE WITH PAINT MANUFACTURER'S RECOMMENDATIONS
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DETAIL NO.
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FILE NAME:
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DETAIL NAME:
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IHS-STD-BLOCKS-2021
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INDIAN HEALTH SERVICE
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PUBLIC HEALTH SERVICE
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DEPT. OF HEALTH & HUMAN SERVICES
A
M E
C H
A N
I C
L
R
E S
T R
A I N
D
J O
I N
T S
N T
S
MECHANICAL RESTRAINED JOINT
4A
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%%UVERTICAL OFFSETS
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%%UTEES
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%%UREDUCERS
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%%UDEAD ENDS (AND IN-LINE VALVES)
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%%UHORIZONTAL BENDS
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PIPE SIZE
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HORIZ.
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BENDS
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TEE
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AutoCAD SHX Text 12 x 12 x 12
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AutoCAD SHX Text 90%%D
AutoCAD SHX Text 18'
AutoCAD SHX Text 11'
AutoCAD SHX Text 1'
AutoCAD SHX Text 8'
AutoCAD SHX Text 45%%D
AutoCAD SHX Text 8.0
AutoCAD SHX Text 4'
AutoCAD SHX Text 22.5%%D
AutoCAD SHX Text REDUCERS REQUIRE RESTRAINT OF ALL JOINTS WITHIN THE CALCULATED LENGTH (L) EXTENDING FROM THE LARGE SIDE OF THE REDUCER ALONG THE LARGE PIPE.
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THRUST
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THRUST
AutoCAD SHX Text DEAD ENDS REQUIRE RESTRAINT OF ALL JOINTS WITHIN THE CALCULATED LENGTH (L) EXTENDING FROM THE CAP.
AutoCAD SHX Text TEE FITTINGS REQUIRE THE RESTRAINT OF ALL JOINTS WITHIN A CALCULATED LENGTH (L) ALONG THE BRANCH PIPE. THE RESTRAINT DESIGN ALSO REQUIRES THE SELECTION OF A LENGTH OF PIPE ALONG THE RUN (Lr) TO BE FREE OF JOINTS.
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THRUST
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BRANCH
AutoCAD SHX Text VERTICAL OFFSETS REQUIRE RESTRAINT OF ALL JOINTS WITHIN THE CALCULATED LENGTH (L) ON BOTH SIDES OF THE UPPER AND LOWER FITTINGS. WHEN RESTRAINED LENGTHS OVERLAP ON THE DIAGONAL PIPE, ALL JOINTS BETWEEN THE FITTINGS SHOULD BE RESTRAINED.
AutoCAD SHX Text HORIZONTAL BENDS REQUIRE RESTRAINT OF ALL JOINTS WITHIN THE CALCULATED LENGTH (L) ON BOTH SIDES OF THE FITTING.
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THRUST
AutoCAD SHX Text FIRE HYDRANTS ARE TYPICALLY INSTALLED BY RESTRAINING ALL OF THE JOINTS FROM THE MAIN TO THE MECHANICAL JOINT SHOE AT THE HYDRANT.
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%%UFIRE HYDRANT LATERALS
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THRUST
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THRUST
AutoCAD SHX Text 6'
AutoCAD SHX Text 10"
AutoCAD SHX Text 16'
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AutoCAD SHX Text 11.25%%D
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AutoCAD SHX Text 11.25%%D
AutoCAD SHX Text 22.5%%D
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AutoCAD SHX Text 90%%D
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AutoCAD SHX Text 22.5%%D
AutoCAD SHX Text 11.25%%D
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AutoCAD SHX Text 90%%D
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AutoCAD SHX Text 22.5%%D
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L FOR DEAD
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ENDS & VALVES
AutoCAD SHX Text 43'
AutoCAD SHX Text 37'
AutoCAD SHX Text 30'
AutoCAD SHX Text 23'
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AutoCAD SHX Text 8.0
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AutoCAD SHX Text 12 x 12 x 10
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AutoCAD SHX Text 12 x 12 x 6
AutoCAD SHX Text 10 x 10 x 12
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AutoCAD SHX Text 10 x 10 x 8
AutoCAD SHX Text 10 x 10 x 6
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AutoCAD SHX Text 8 x 8 x 4
AutoCAD SHX Text 8 x 8 x 6
AutoCAD SHX Text 6 x 6 x 10
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AutoCAD SHX Text 6 x 6 x 6
AutoCAD SHX Text 6 x 6 x 4
AutoCAD SHX Text 4 x 4 x 6
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AutoCAD SHX Text 4 x 4 x 3
AutoCAD SHX Text 1'
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AutoCAD SHX Text 5'
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AutoCAD SHX Text 11'
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THRUST
AutoCAD SHX Text L
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REDUCERS
AutoCAD SHX Text 10 X 3
AutoCAD SHX Text 4 x 2
AutoCAD SHX Text 4 x 2.5
AutoCAD SHX Text 6 x 2.5
AutoCAD SHX Text 6 x 2
AutoCAD SHX Text 8 x 2
AutoCAD SHX Text 6 x 4
AutoCAD SHX Text 4 x 3
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AutoCAD SHX Text 6 x 3
AutoCAD SHX Text 4 x 1.5
AutoCAD SHX Text 32'
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AutoCAD SHX Text 4 x 4 x 2.5
AutoCAD SHX Text 1'
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THRUST
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RESTRAINED MECHANICAL PIPE JOINT APPLICATION CRITERIA
AutoCAD SHX Text NOTE: : ANY AND ALL ADDITIONAL RESTRAINT DISTANCES (L, Lr) SHALL BE SPECIFIED BY THE PROJECT ENGINEER.
AutoCAD SHX Text NOTE: : ALL ABOVE REFERENCED RESTRAINT LENGTHS, "L", SHALL BE CONSIDERED AS MINIMUM VALUES. ALL CALCULATED LENGTHS ASSUME THE FOLLOWING: 1. SOIL TYPE IS SIMILAR TO GP (PER USCS), A POORLY SOIL TYPE IS SIMILAR TO GP (PER USCS), A POORLY GRADED GRAVEL-SAND MIXTURE WITH LITTLE OR NO FINES. 2. THE TEST PRESSURE IS 150 PSI THE TEST PRESSURE IS 150 PSI 3. THE FACTOR OF SAFETY IS 1.5 TO 1. THE FACTOR OF SAFETY IS 1.5 TO 1. 4. THE MINIMUM DEPTH OF BURY IS 4.5' . THE MINIMUM DEPTH OF BURY IS 4.5' . 5. THE PIPE IS PLACED IN A COMPACTED GRANULAR MATERIAL THE PIPE IS PLACED IN A COMPACTED GRANULAR MATERIAL UP TO THE CENTERLINE OF THE PIPE, AND WITH A MINIMUM OF 4" BEDDING UNDER THE PIPE, AND COMPACTED SELECT MATERIAL UP TO THE TOP OF THE PIPE. ALL BEDDING AND COVER MATERIAL IS TO BE COMPACTED TO 90% STANDARD PROCTOR.
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(IN.)
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DETAIL NO.
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FILE NAME:
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DETAIL NAME:
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IHS-STD-BLOCKS-2021
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INDIAN HEALTH SERVICE
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PUBLIC HEALTH SERVICE
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DEPT. OF HEALTH & HUMAN SERVICES
GATE VALVE W/ BOX & MARKER POST DETAIL
4B
GATE VALVE
4B
AutoCAD SHX Text NOTES: 1. UNDER NO CIRCUMSTANCES SHALL STEEL MARKER POSTS UNDER NO CIRCUMSTANCES SHALL STEEL MARKER POSTS BE INSTALLED WITHIN THE RIGHT-OF-WAY OF ROADS. UTILITY LINE MARKERS SHALL BE INSTALLED IN LIEU OF STEEL MARKER POSTS WITHIN THE RIGHT-OF-WAY OF ROADS (SEE DETAIL 1B).
AutoCAD SHX Text STAMPABLE ALUMINUM OR BRASS CAP (ARROW AND DISTANCE TO CENTER OF VALVE BOX STAMPED ON CAP BY THE CONTRACTOR)
AutoCAD SHX Text AN ARROW SHALL BE SCORED IN THE FORMED CONC. COLLAR INDICATING DIRECTION(S) & SIZE OF PIPE(S). SCORE N.C. FOR NORMALLY CLOSED VALVES
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GROUND SURFACE
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2' DIA. X 4" THICK FORMED CONCRETE COLLAR W/ #4 REBAR, BOTH WAYS
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MECHANICAL RESTRAINED JOINT
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PIPE
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#4 REBAR
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ADJUSTABLE SLIP TYPE VALVE BOX
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TRACER WIRE
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MECHANICAL RESTRAINED JOINT
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SOLID CONCRETE BLOCK
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GATE VALVE
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PROVIDE SUFFICIENT SLACK TO PULL TRACER WIRE OUT OF VALVE BOX
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MARKER POST 2 REQ'D PER GV. 2 1/2"CONC. FILLED STEEL PIPE PAINTED YELLOW
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LOCKING COVER
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DEBRIS PLUG
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DETAIL NO.
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FILE NAME:
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DETAIL NAME:
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IHS-STD-BLOCKS-2021
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INDIAN HEALTH SERVICE
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PUBLIC HEALTH SERVICE
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DEPT. OF HEALTH & HUMAN SERVICES
FIRE HYDRANT & GATE VALVE ASSEMBLY
4C
FIRE HYDRANT
& GATE VALVE ASSEMBLY
4C
AutoCAD SHX Text
GROUND SURFACE
AutoCAD SHX Text NOTES: 1. HYDRANT MAIN PORT SHALL BE ORIENTED TOWARD ROADWAY. HYDRANT MAIN PORT SHALL BE ORIENTED TOWARD ROADWAY. 2. INSTALL 2 EA 4-INCH DIAMETER BOLLARDS (SEE DETAIL 1C) @ INSTALL 2 EA 4-INCH DIAMETER BOLLARDS (SEE DETAIL 1C) @ EACH HYDRANT LOCATION FOR PROTECTION, LOCATION AS DIRECTED BY OWNER. NO MARKER POSTS ALLOWED IN THE RIGHT-OF-WAY OF ANY ROADWAYS. 3. TRACER WIRE SHALL BE SECURED TO PIPE. TRACER WIRE SHALL BE SECURED TO PIPE.
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GRAVEL
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FIRE HYDRANT ASSEMBLY (SEE TECHNICAL PROVISIONS)
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6" MIN. PVC PIPE
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MECHANICAL JOINT RESTRAINT (TYP)
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GATE VALVE, FL-FL EPOXY COATED RESILIENT SEATED TYPE PER AWWA C509 OR C515
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TRACER WIRE
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FLANGED TEE ON MAIN WATER LINE
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2' DIA. X 4" THICK FORMED CONCRETE COLLAR W/ #4 REBAR, BOTH WAYS, 6" O.C.
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ADJUSTABLE SLIP TYPE VALVE BOX
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LOCKING COVER
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DEBRIS PLUG
AutoCAD SHX Text AN ARROW SHALL BE SCORED IN THE FORMED CONC. COLLAR INDICATING DIRECTION(S) & SIZE OF PIPE(S)
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ATTACH TRACER WIRE TO SAFETY FLANGE BOLT
AutoCAD SHX Text 8"x8"x16" SOLID CONCRETE BLOCK
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CONNECT FLANGE TO FLANGE UNLESS OTHERWISE NOTED ON PLANS
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DETAIL NO.
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FILE NAME:
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DETAIL NAME:
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IHS-STD-BLOCKS-2021
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INDIAN HEALTH SERVICE
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PUBLIC HEALTH SERVICE
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DEPT. OF HEALTH & HUMAN SERVICES
FLUSH HYDRANT & GATE VALVE ASSEMBLY
4D
FLUSH HYDRANT
& GATE VALVE ASSEMBLY
4D
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GROUND SURFACE
AutoCAD SHX Text NOTES: 1. HYDRANT MAIN PORT SHALL BE ORIENTED AWAY FROM WATERLINE. HYDRANT MAIN PORT SHALL BE ORIENTED AWAY FROM WATERLINE. 2. INSTALL 2 EA 4-INCH DIAMETER BOLLARDS (SEE DETAIL 1C) @ INSTALL 2 EA 4-INCH DIAMETER BOLLARDS (SEE DETAIL 1C) @ EACH HYDRANT LOCATION FOR PROTECTION, LOCATION AS DIRECTED BY OWNER. NO MARKER POSTS ALLOWED IN THE RIGHT-OF-WAY OF ANY ROADWAYS. 3. TRACER WIRE SHALL BE SECURED TO PIPE. TRACER WIRE SHALL BE SECURED TO PIPE.
AutoCAD SHX Text 8"x8"x16" SOLID CONCRETE BLOCK (TYP)
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GRAVEL
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2" FLANGED FLUSH HYDRANT ASSEMBLY (SEE TECHNICAL PROVISIONS)
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2" GATE VALVE, FL-FL EPOXY COATED RESILIENT SEATED TYPE PER AWWA C509 OR C515
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TRACER WIRE
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WATERMAIN
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2' DIA. X 4" THICK FORMED CONCRETE COLLAR W/ #4 REBAR, BOTH WAYS, 6" O.C.
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ADJUSTABLE SLIP TYPE VALVE BOX
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LOCKING COVER
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DEBRIS PLUG
AutoCAD SHX Text AN ARROW SHALL BE SCORED IN THE FORMED CONC. COLLAR INDICATING DIRECTION(S) & SIZE OF PIPE(S)
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ATTACH TRACER WIRE TO SAFETY FLANGE BOLT
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SADDLE W/ 2" NPT FEMALE FITTING
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2" THREADED BRASS PIPE (TYP)
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2" THREADED BRASS FLANGE ADAPTER (TYP)
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DETAIL NO.
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FILE NAME:
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DETAIL NAME:
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IHS-STD-BLOCKS-2021
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INDIAN HEALTH SERVICE
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PUBLIC HEALTH SERVICE
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DEPT. OF HEALTH & HUMAN SERVICES
AIR/VACUUM RELEASE VALVE
4E
PLAN VIEW
TYPICAL AIR/VACUUM RELEASE VALVE
4E
AutoCAD SHX Text NOTE: 1. 1" COMBINATION AIR/VACUUM RELEASE WILL BE 1" COMBINATION AIR/VACUUM RELEASE WILL BE INSTALLED UNLESS OTHERWISE NOTED ON PLANS. 2. WATERLINE TO VALVE SHALL BE THE SAME DIAMETER WATERLINE TO VALVE SHALL BE THE SAME DIAMETER AS THE VALVE. 3. COVER SHALL OPEN FREELY WITHOUT HITTING VALVE COVER SHALL OPEN FREELY WITHOUT HITTING VALVE OR PIPING.
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AutoCAD SHX Text ATTACH A 24 MESH STAINLESS STEEL (SS) SCREEN TO THE OUTSIDE OF THE PIPE WITH SS HOSE CLAMPS
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INSTALL CURB STOP W/ BOX AT THE LOCATION SHOWN ON THE DETAIL DRAWING
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4" X 8" X 16" SOLID CONCRETE BLOCK ON UNDISTURBED EARTH
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INSTALL MARKER POST PER DETAIL. DO NOT INSTALL WITHIN ROAD ROW
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THREADED BRASS PIPING
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24" DIAMETER CORRUGATED METAL OR PVC VALVE BOX
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COMBINATION AIR/VACUUM RELEASE VALVE
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4" THICK CIRCULAR FORMED CONCRETE COLLAR WELDED WIRE MESH 6 X 6-W1.4 X W1.4
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STATIONARY ROD
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EXTENSION TYPE BASE CURB BOX
AutoCAD SHX Text 3/4" GALV. AIR VACUUM RELIEF LINE OR COMBINATION AIR & VACUUM RELIEF VALVE (LOCATION WILL BE DETERMINED IN THE FIELD)
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VALVE BOX SUPPORTED ON BRICKS OR CONCRETE BLOCKS, 4 MIN.
AutoCAD SHX Text PE WATER PIPE PER TP-5 SAME SIZE AS AIR/VACUUM RELEASE VALVE); INSTALL SUCH THAT THERE IS NO KINKING IN PIPE
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DOUBLE STRAP SADDLE PER TP-5
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WATER MAIN
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CURB STOP
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CORP STOP
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TWO SS STRAPS
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GALV. TEE & PLUG
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UNION
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C.I. COVERCOVER
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COMPRESSION CONNECTION
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1" PIPE SUPPORT ON 4" X 8" X 16" SOLID CONCRETE BLOCK ON UNDISTURBED EARTH
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BRASS TO PE ADAPTER
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PE WATER PIPE PER TP-5 SAME SIZE AS AIR/VACUUM RELEASE VALVE).
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INSTALL MARKER POST PER DETAIL. DO NOT INSTALL WITHIN ROAD ROW
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INSTALL CURB STOP W/ BOX AT THE LOCATION SHOWN ON THE DETAIL DRAWING
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C.I. COVER
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90° ELBOWCOMPRESSION FITTING
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DETAIL NO.
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FILE NAME:
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DETAIL NAME:
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IHS-STD-BLOCKS-2021
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INDIAN HEALTH SERVICE
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PUBLIC HEALTH SERVICE
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DEPT. OF HEALTH & HUMAN SERVICES
MARKER POST DETAIL
MARKER POST & VALVE COLLAR-PLAN VIEW
MARKER CAP DETAIL
4F
MARKER POST
4F
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(DISTANCE)
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VALVE
AutoCAD SHX Text 4'
AutoCAD SHX Text 4'
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6" GV
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FOR MARKER POST INDICATING GV'S OR ARV'S:
AutoCAD SHX Text NOTE: ARROW AND DISTANCE TO CENTER OF VALVE BOX OR ARV TO BE STAMPED ON CAP BY THE CONTRACTOR.
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CAP SHALL BE STAMPED BY THE CONTRACTOR WITH THE FOLLOWING INFORMATION:
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MARKER POST INDICATING
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INFORMATION REQUIRED
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GV OR ARV
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ARROW TO GV OR ARV DISTANCE TO GV OR ARV
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PIPE SIZE DESCRIPTION OF BEND/TEE/ETC.
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BENDS, TEES, AND ALL OTHER WATER SYSTEM FEATURES
AutoCAD SHX Text NOTE: MARKER POSTS SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY OF ANY ROADWAYS. UTILITY LINE MARKERS SHALL BE INSTALLED WITHIN ROADWAY RIGHT-OF-WAYS (SEE DETAIL 1B)
AutoCAD SHX Text 2-1/2" CONC. FILLED ALUMINUM OR STEEL PIPE, PAINTED YELLOW WITH 2 COATS OF PAINT; PREPARE SURFACE IN ACCORDANCE WITH PAINT MANUFACTURER'S RECOMMENDATIONS
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STAMPABLE ALUMINUM OR BRASS CAP SEE TABLE FOR REQ'D INFORMATION
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CONCRETE, 3000 PSI`
AutoCAD SHX Text NOTE: 2' SQUARE VALVE COLLARS MAY BE ALLOWED IN PAVED/CONCRETED AREAS (ROADS, DRIVEWAYS ETC.
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MARKER POST, TYP. LOCATED @ A 45°ANGLE FROM VALVE
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CONTRACTOR SHALL INDICATE PIPE SIZE & PIPE DIRECTION ARROW IN FRESH CONCRETE
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DETAIL NO.
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FILE NAME:
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DETAIL NAME:
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IHS-STD-BLOCKS-2021
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INDIAN HEALTH SERVICE
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PUBLIC HEALTH SERVICE
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DEPT. OF HEALTH & HUMAN SERVICES
WATER & SANITARY SEWER SEPARATION / PROTECTION
4G
GRAVITY SANITARY SEWER
PRESSURIZED SANITARY SEWER
WATER & SANITARY SEWER
SEPARATION / PROTECTION
4G
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ZONE B
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ZONE A
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ZONE B
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ZONE B
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ZONE A
AutoCAD SHX Text NOTES: ZONE A: NO WATER LINES ALLOWED, MINIMUM SEPARATION ZONE B: EXTRA PROTECTION REQUIRED FOR WATERLINES
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FORCE MAIN
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GRAVITY SANITARY SEWER
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DETAIL NO.
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FILE NAME:
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DETAIL NAME:
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IHS-STD-BLOCKS-2021
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INDIAN HEALTH SERVICE
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PUBLIC HEALTH SERVICE
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DEPT. OF HEALTH & HUMAN SERVICES
H
C O
N C
R E
T
R
U S
T
B
L O
C K
S
N
S
B
C
F
G
CONCRETE THRUST BLOCKING
4H
AutoCAD SHX Text NOTES: 1. SIZE OF THRUST FACE BASED ON 160 PSI PIPE SIZE OF THRUST FACE BASED ON 160 PSI PIPE LINE PRESSURE AND 2000 PSI SOIL BEARING. 2. AT VERTICAL BENDS, PROVIDE SUFFICIENT WEIGHT AT VERTICAL BENDS, PROVIDE SUFFICIENT WEIGHT TO RESIST OUTWARD THRUST. 3. KEEP CONCRETE BEHIND BELL OF FITTING. DO NOT KEEP CONCRETE BEHIND BELL OF FITTING. DO NOT LET IT RUN AGAINST PIPE OR IN JOINT. 4. 48 HOURS IS MINIMUM CONCRETE CURE TIME 48 HOURS IS MINIMUM CONCRETE CURE TIME BEFORE PRESSURIZING WATER MAIN.
AutoCAD SHX Text
VERTICAL BEND
AutoCAD SHX Text
SIZE OF THRUST FACE
AutoCAD SHX Text
PIPE NOM. SIZE
AutoCAD SHX Text
A TEE OR PLUG
AutoCAD SHX Text
B CROSS (EACH WAY)
AutoCAD SHX Text
C CAP
AutoCAD SHX Text D 90°
AutoCAD SHX Text
E 45° BEND
AutoCAD SHX Text
F 22-1/2°BEND
AutoCAD SHX Text
G 11-1/4°BEND
AutoCAD SHX Text 2"
AutoCAD SHX Text 7" X 7"
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AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
I N
D I V
I D
U A
L
P
V
T
A I L
T Y
P I C
W
T
R
V I C
E
L
I N
E
C
O N
N E
C T
I O
N
N T
S
A
WATER SERVICE CONNECTION
WITH METER CAN AND YOKE
5A
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text NOTE: INSTALL SERVICE CLAMPS & CORPORATION STOPS AS RECOMMENDED BY MANUFACTURER. STIFFENERS REQUIRED ON CONNECTIONS
AutoCAD SHX Text NOTE: FOR WSL CONNECTIONS REQUIRING AN INDIVIDUAL PRESSURE REDUCING VALVE (PRV), A TANDEM METER YOKE IS REQUIRED, SEE INDIVIDUAL PRV DETAIL (BELOW). THESE CONNECTIONS ARE NOTED WITH AN ASTERISK (*) ON THE CONSTRUCTION PLAN SET.
AutoCAD SHX Text NOTES: 1. MINIMUM HORIZONTAL DISTANCE BETWEEN WATER SERVICE LINE & MINIMUM HORIZONTAL DISTANCE BETWEEN WATER SERVICE LINE & SEWER SERVICE LINES SHALL BE 10'. 2. WATER SERVICE LINE BURY SHALL BE A MIN OF 42". WATER SERVICE LINE BURY SHALL BE A MIN OF 42". 3. POLYETHYLENE PLASTIC (PE) SHALL BE 1" FOR SERVICE LINES LESS THAN 200' POLYETHYLENE PLASTIC (PE) SHALL BE 1" FOR SERVICE LINES LESS THAN 200' & 1-1/2" FOR SERVICE LINES OVER 200' AND LESS THAN 300' 4. WATER SERVICE LINES SHALL NOT EXTEND BEYOND 300 LF. IF NEEDED, 2" WATER SERVICE LINES SHALL NOT EXTEND BEYOND 300 LF. IF NEEDED, 2" PVC LATERALS SHALL BE INSTALLED TO EXTEND WATER SERVICE TO INDIVIDUAL HOMES. 5. A SPECIAL ADAPTER MAY BE REQUIRED TO CONNECT 1 " SERVICE LINE TO A SPECIAL ADAPTER MAY BE REQUIRED TO CONNECT 1 " SERVICE LINE TO 12" SERVICE LINE TO COPPER SETTER. 6. WATER METER CAN SHALL BE LOCATED AS DIRECTED BY OWNER. WATER METER CAN SHALL BE LOCATED AS DIRECTED BY OWNER. 7. WHERE APPLICABLE, EXISTING WATER SERVICE LINES SHALL BE CONNECTED TO WHERE APPLICABLE, EXISTING WATER SERVICE LINES SHALL BE CONNECTED TO NEW WATER MAIN LINES USING A NEW SERVICE CLAMP AND CORP STOP. 8. FOR HOMES WHERE WATER METER IS >10 FEET AWAY FROM THE HOME, TRACER FOR HOMES WHERE WATER METER IS >10 FEET AWAY FROM THE HOME, TRACER WIRE SHALL BE INSTALLED TO WITHIN 10 FEET OF THE HOME.
AutoCAD SHX Text CURB STOP REQUIRED WHEN INDICATED ON PLANS & BID SCHEDULE; CURB STOP SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS (SOME OWNERS MAY WANT THE CURB STOP INSTALLED BETWEEN THE METER AND THE HOME)
AutoCAD SHX Text
COMPRESSION CONNECTION
AutoCAD SHX Text
WIDE STRAP SERVICE CLAMP
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
CORP STOP
AutoCAD SHX Text 12" SQ., 4" THICK CIRCULAR FORMED CONCRETE COLLAR WELDED WIRE FABRIC 6 X 6-W1.4 X W1.4
AutoCAD SHX Text
POLYETHYLENE PIPE
AutoCAD SHX Text
TRACER WIRE
AutoCAD SHX Text
CURB STOP
AutoCAD SHX Text
COMPRESSION CONNECTION
AutoCAD SHX Text 4"x8"x16" SOLID CONCRETE BLOCK ON UNDISTURBED EARTH
AutoCAD SHX Text
STATIONARY ROD
AutoCAD SHX Text
EXTENSION TYPE BASE CURB BOX
AutoCAD SHX Text
UNION
AutoCAD SHX Text
BRACE PIPE REQUIRED PVC SCH. 80
AutoCAD SHX Text
PEA GRAVEL
AutoCAD SHX Text
UNION
AutoCAD SHX Text
WATER METER CAN 20-INCH DIA.
AutoCAD SHX Text
METER YOKE: COPPER SETTER W/ ANGLE BALL STOP & CHECK VALVE
AutoCAD SHX Text
METER LID W/ FROST PROOF COVER
AutoCAD SHX Text
WHERE APPLICABLE, INSTALL RADIO READ OR TOUCH READ MODULE
AutoCAD SHX Text
INDIVIDUAL PRESSURE REDUCING VALVE
AutoCAD SHX Text
TANDEM METER YOKE
AutoCAD SHX Text
BRACE PIPE PVC SCH. 80
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
PROFILE VIEW
PLAN VIEW
YARD HYDRANT
NTS
5B
YARD HYDRANT
5B
AutoCAD SHX Text
CONCRETE PAD 3'X3'X4" THICK
AutoCAD SHX Text
FROST PROOF YARD HYDRANT W/ PADLOCK RECESS
AutoCAD SHX Text
3'X3'X4" CONCRETE
AutoCAD SHX Text
EXTENSION TYPE BASE CURB BOX
AutoCAD SHX Text
STATIONARY ROD
AutoCAD SHX Text
COMPRESSION CONNECTION
AutoCAD SHX Text
1" PE WATER SERVICE
AutoCAD SHX Text 4"x8"x16" SOLID CONCRETE BLOCK ON UNDISTURBED EARTH
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
1" PE WATER SERVICE
AutoCAD SHX Text
BRASS STREET ELBOW
AutoCAD SHX Text
GRAVEL PAD
AutoCAD SHX Text
WELDED WIRE MESH 6 X 6-W1.4 X W1.4
AutoCAD SHX Text
VACUUM BREAKER
AutoCAD SHX Text
CURB STOP W/ BOX 12"X12"X4" CONCRETE PAD
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
RISER SWING JOINT DETAIL
5C
FREEZELESS RISER
5C
AutoCAD SHX Text
SEE DETAIL BELOW
AutoCAD SHX Text
TO SYSTEM
AutoCAD SHX Text
FREEZELESS RISER
AutoCAD SHX Text
FREEZELESS RISER SLANTED PER SPECS
AutoCAD SHX Text
HEATING TAPE AND INSULATING SLEEVE
AutoCAD SHX Text
COMPRESSION UNION OR CONNECTION
AutoCAD SHX Text
COMPRESSION CONNECTION
AutoCAD SHX Text
TO WATER METER
AutoCAD SHX Text
UNION (PER SPECS)
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
SHALLOW MANHOLE
6A
PLAN VIEW
SHALLOW MANHOLE
6A
AutoCAD SHX Text
NOTE: MIN. DROP ACROSS MH SHALL BE 0.1'
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
WATERSTOP
AutoCAD SHX Text
ELEVATION PER PLANS
AutoCAD SHX Text
WATERSTOP
AutoCAD SHX Text
INVERT OUT
AutoCAD SHX Text
INVERT IN
AutoCAD SHX Text 6" MIN. THICKNESS FOR MANHOLES UP TO 48" IN DIAMETER, 8" MIN. THICKNESS FOR MANHOLES OVER 48" DIAMETER.
AutoCAD SHX Text NOTES: 1. WATERSTOP GASKET GROUTED INSIDE MANHOLE WALL REQUIRED FOR PIPE CONNECTIONS. WATERSTOP GASKET GROUTED INSIDE MANHOLE WALL REQUIRED FOR PIPE CONNECTIONS. 2. RING & COVER SHALL BE CENTERED ON THE SEWER LINE ON THE UPSTREAM SIDE OF THE MANHOLE. 3. IN NON-TRAFFIC AREAS:MANHOLE RIM RIM SHALL EXTEND APPROX. 6" ABOVE FINISHED SURFACE. IN NON-TRAFFIC AREAS:MANHOLE RIM RIM SHALL EXTEND APPROX. 6" ABOVE FINISHED SURFACE. 4. IN TRAFFIC AREAS: RIM SHALL BE FLUSH WITH FINISHED TRAFFIC WAY/ROADWAY SURFACE.IN TRAFFIC AREAS: RIM SHALL BE FLUSH WITH FINISHED TRAFFIC WAY/ROADWAY SURFACE.RIM SHALL BE FLUSH WITH FINISHED TRAFFIC WAY/ROADWAY SURFACE.
AutoCAD SHX Text
INVERT IN
AutoCAD SHX Text
INVERT OUT
AutoCAD SHX Text
ADJUSTMENT RING(S).
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
P
E
W B
A
C E
M E
N T
S E
C T
I O
N
A
A
S T
A N
D A
M
N
H O
L E
N T
S
B
B B
S E
C T
I O
N
B
B
A A
MANHOLE & MANHOLE FRAME
& COVER
6B
AutoCAD SHX Text NOTES: 1. WATERSTOP GASKET GROUTED INSIDE MANHOLE WATERSTOP GASKET GROUTED INSIDE MANHOLE WALL REQUIRED FOR PIPE CONNECTIONS. 2. CONE SHALL BE CENTERED ON THE SEWER LINE ON THE UPSTREAM SIDE OF THE MANHOLE.
AutoCAD SHX Text
CONCRETE (PRECAST OR CIP)
AutoCAD SHX Text
CONCRETE COLLAR
AutoCAD SHX Text
ADJUSTMENT COLLAR ( USE AT LEAST ONE IN TRAFFIC AREAS, BUT NOT MORE THAT 12")
AutoCAD SHX Text
PRECAST ECCENTRIC CONCRETE CONE
AutoCAD SHX Text
WATERTIGHT SEAL AT ALL JOINTS
AutoCAD SHX Text
5" MIN. PRECAST CONCRETE SECTIONS
AutoCAD SHX Text
PIPE INVERT ELEVATION (IE)
AutoCAD SHX Text
REINF. W/8 #4 PLACED AS SHOWN 2" COVER AT ENDS AND BOTTOM
AutoCAD SHX Text TWO COURSES OF ADJUSTMENT RINGS (A TOTAL OF 8") MAXIMUM IF REQUIRED FOR ADJUSTING TOP OF MANHOLE TO GRADE.
AutoCAD SHX Text
CONCRETE COLLAR SHALL BE PRECAST OR FORMED IN PLACE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
FOR REINFORCING BAR PLACEMENT REFER TO PLAN VIEW BAR PLACEMENT DETAIL THIS SHEET
AutoCAD SHX Text 6" DEPTH FOR MANHOLES UP TO 48" IN DIAMETER, 8" DEPTH FOR MANHOLES OVER 48" DIAMETER.
AutoCAD SHX Text
1"/FT. MIN 2"/FT MAX
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
DROP MANHOLE DETAIL - EXTERIOR DROP
NTS
6C
DROP MANHOLE
EXTERIOR DROP
6C
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
COMBINATION WYE AND BEND
AutoCAD SHX Text
TRENCH EXCAVATION PER OSHA REQUIREMENTS
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
WATERSTOP
AutoCAD SHX Text
COMBINATION WYE AND BEND (GASKETED)
AutoCAD SHX Text
CONCRETE ENCASEMENT FROM BOTTOM OF MH BASE TO 6" ABOVE ELBOW JOINT
AutoCAD SHX Text
PVC 90° GASKETEDELBOW
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
WATERSTOP (TYP)
AutoCAD SHX Text
TERMINATE PIPE FLUSH WITH INSIDE MANHOLE SURFACE
AutoCAD SHX Text 6" MIN. THICKNESS FOR MANHOLES UP TO 48" IN DIAMETER, 8" MIN. THICKNESS FOR MANHOLES OVER 48" DIAMETER.
AutoCAD SHX Text NOTE: OFFSET CONE AS SHOWN FOR DROP MANHOLES ONLY. ALL OTHERS SHALL BE CENTERED ON THE SEWER LINE ON THE UPSTREAM SIDE OF THE MANHOLE.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
GUIDE - ENLARGED VIEW SLIDE GATE & GUIDE - TOP VIEW
SLIDING GATE & GUIDE -
FRONT VIEW
NTS
6D
DIVERSION MANHOLE -
PLAN VIEW
NTS
6E
DIVERSION MANHOLE -
ELEVATION
DIVERSION MANHOLE PLAN & SECTION VIEWS
SLIDING GATE GUIDE
6D, 6E
AutoCAD SHX Text
WATERSTOP
AutoCAD SHX Text
WATERSTOP
AutoCAD SHX Text
INVERT OUT
AutoCAD SHX Text
INVERT IN
AutoCAD SHX Text
1/4"THICK FIBERGLASS GATE
AutoCAD SHX Text
FIBERGLASS GUIDE, SEE DETAIL LEFT
AutoCAD SHX Text 6" MIN. THICKNESS FOR MANHOLES UP TO 48" IN DIAMETER, 8" MIN. THICKNESS FOR MANHOLES OVER 48" DIAMETER.
AutoCAD SHX Text 1" SCH 40 PVC PIPE EXTENDED 12" BELOW MANHOLE RIM TO ALLOW OPERATION OF SLUICE GATES WITHOUT ENTERING MANHOLE. CONNECT TO SLUICE GATE BY CUTTING 1/4" SLOT IN PIPE 6" LONG AND ATTACHING PIPE TO SLUICE GATE WITH 3 EA 1/4" STAINLESS STEEL BOLTS, NUTS, & WASHERS.
AutoCAD SHX Text
1/4" THICK, 12" TALL FIBERGLASS GATE
AutoCAD SHX Text
SLUICE GATE
AutoCAD SHX Text
SLOPE TOWARDS OUTLETS
AutoCAD SHX Text
SEWERMAIN
AutoCAD SHX Text
SEWERMAIN
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
30" MANHOLE RING & COVER
AutoCAD SHX Text
SEWERMAIN
AutoCAD SHX Text NOTE: SLUICE GATES SHALL BE MOUNTED TRUE, PLUMB, AND LEVEL AND SHALL NOT CRIMP OR BIND AFTER INSTALLATION
AutoCAD SHX Text
CONSTRUCT MANHOLE TOP DETAIL 6A OR 6B, WHICHEVER IS APPLICABLE.
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
INVERT CONSTRUCTION DETAIL
6F
MANHOLE INVERTS
6F
AutoCAD SHX Text NOTE: WATERSTOP GASKETS OR MANHOLE COUPLINGS MUST BE USED ON ALL LINES CONNECTING TO MANHOLES
AutoCAD SHX Text
CONC. FILL
AutoCAD SHX Text
CONC. FILL
AutoCAD SHX Text
CONCRETE FILL
AutoCAD SHX Text
CONCRETE BASE
AutoCAD SHX Text
PRECAST CONCRETE MANHOLE WALLS
AutoCAD SHX Text
WATERSTOP GASKETS OR MANHOLE COUPLINGS
AutoCAD SHX Text
CONCRETE BASE
AutoCAD SHX Text
CONCRETE FILL
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
SEWERMAIN CLEANOUT
6G
CAST-IN-PLACE MANHOLE BASE OPTIONS
NTS
6H
SEWERMAIN CLEANOUT
CAST IN PLACE MANHOLE BASE OPTIONS
6G, 6H
AutoCAD SHX Text CLEANOUT FRAME & COVER EAST EAST JORDAN IRON WORKS, INC. PRODUCT NO. 00157804, CATALOG NO. 1578ZPT & 1578APT WITH LOCKING COVER OR WITH LOCKING COVER OR EQUAL
AutoCAD SHX Text
COMPACTED BACKFILL OR UNDISTURBED EARTH
AutoCAD SHX Text
1/8 BEND
AutoCAD SHX Text PIPE (SIZE SHOWN ON PLANS) TO BE LAID ON UNDISTURBED EARTH OR COMPACTED SELECT FILL
AutoCAD SHX Text
CHERNE ORIGINAL GRIPPER PLUG OR EQUAL
AutoCAD SHX Text
ELEVATION SHOWN ON PLANS TO THIS POINT
AutoCAD SHX Text
STATION AND LENGTH SHOWN ON PLANS TO THIS LINE
AutoCAD SHX Text
1/8 BEND
AutoCAD SHX Text
PAVED STREETS & ALLEYS
AutoCAD SHX Text
UNPAVED STREETS & ALLEYS
AutoCAD SHX Text
USE FORM THAT MATCHES MANHOLE SECTION TO FORM KEYED BASE JOINT
AutoCAD SHX Text
CAST-IN-PLACE CONCRETE BASE (TYP)
AutoCAD SHX Text
PRE-CAST MANHOLE SECTION (TYP)
AutoCAD SHX Text
RAM-NEK SEAL, OR EQUAL (TYP)
AutoCAD SHX Text
REINFORCED CONCRETE WITH WELDED WIRE MESH WELDED WIRE MESH 6 X 6-W1.4 X W1.4
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
DIVERSION MH
DIVERSION MH
SECTION A-A
A
A
DIVERSION MANHOLE W/ SLUICE GATES
NTS
6I
DIVERSION MANHOLE W/ SLUICE GATES
6I
AutoCAD SHX Text 8"
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
NEW 8" SEWER
AutoCAD SHX Text
NEW 8" PVC SEWER
AutoCAD SHX Text
FLOW
AutoCAD SHX Text DIVERSION MH NOTES: FLAT TOP REQ'D FOR ALL DIVERSION MH's. CONTRACTOR SHALL COORDINATE WITH PRE-CAST MH SUPPLIER TO ENSURE SLIDE GATES ARE INSTALLED IN BASE.
AutoCAD SHX Text
FINISHED GROUND
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
NEW 8" PVC SEWER
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
24" DIA. CAST IRON MANHOLE COVER
AutoCAD SHX Text
SLIDE GATE, 2 REQ'D. SEE DETAIL BELOW
AutoCAD SHX Text
SLOPE BENCHES TOWARD CHANNELS
AutoCAD SHX Text
NEW 6' DIA. MH
AutoCAD SHX Text CORE OUT OPENING IN FLAT TOP. INSTALL 16 GA. STAINLESS STEEL PLATE TO MINIMIZE FINAL OPENING SIZE.
AutoCAD SHX Text
RIM ELEV. NOTED ON PLANS
AutoCAD SHX Text
PRE-CAST BASE
AutoCAD SHX Text
HAND WHEELS TO BE CHAINED OR REMOVED WHEN NOT IN USE.
AutoCAD SHX Text
MASTIC SEAL, TYP.
AutoCAD SHX Text
PRE-CAST FLAT-TOP MH 6' DIA
AutoCAD SHX Text
ALUMINUM SLIDE GATE & GUIDE. GUIDE CAST IN BASE, SEE NOTE
AutoCAD SHX Text
COMPACTED EARTH
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
SLIDE GATE DETAIL
SLUICE GATE DETAIL
NTS
6J
SLUICE GATE DETAIL
6J
AutoCAD SHX Text
SLUICE GATE MANUFACTURED BY WATERMAN INDUSTRIES MODEL AC-9-CIP
AutoCAD SHX Text PARTS LIST 1. FRAME FRAME 2. COVER COVER 3. STEM STEM 4. HEADRAIL HEADRAIL 5. HEADRAIL HDWR. HEADRAIL HDWR. 6. LIFT LIFT 7. LIFT HDWR. LIFT HDWR. 8. SPIGOT SPIGOT 9. STEM BOLTSTEM BOLT
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
DROP MANHOLE DETAIL - INTERIOR DROP
NTS
6K
SLUICE GATE DETAIL
INTERIOR DROP
6K
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
TRENCH EXCAVATION PER OSHA REQUIREMENTS
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
WATERSTOP
AutoCAD SHX Text
PVC 90° GASKETEDELBOW
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
WATERSTOP (TYP)
AutoCAD SHX Text
INSIDE DROP BOWL W/ STAINLESS STEEL FASTENERS
AutoCAD SHX Text 6" MIN. THICKNESS FOR MANHOLES UP TO 48" IN DIAMETER, 8" MIN. THICKNESS FOR MANHOLES OVER 48" DIAMETER.
AutoCAD SHX Text NOTE: OFFSET CONE AS SHOWN FOR DROP MANHOLES ONLY. ALL OTHERS SHALL BE CENTERED ON THE SEWER LINE ON THE UPSTREAM SIDE OF THE MANHOLE.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
SEWER SERVICE LINE CLEANOUTS
7A
PLAN VIEW
SEWER SERVICE LINE CLEANOUTS
7A
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
4" PVC (CLOSE)
AutoCAD SHX Text
4" COMBO OR WYE & 45°
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
4" COMBO OR WYE & 45°
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text 4" IPS THREADED BRASS HEX SOCKET PLUG (EQUAL TO TYLER LOW SQUARE HEAD) INTO CAST IRON FITTING, CONNECTED TO PVC WITH FERNCO CONNECTOR AND S.S. STRAPS (2 EA.)
AutoCAD SHX Text PROVIDE A RECTANGULAR CONCRETE COLLAR AROUND BOTH CLEANOUTS WITH A MINIMUM OF 6" OF CONCRETE AROUND EACH CLEANOUT. REINFORCE WITH WELDED WIRE MESH 6 X 6-W1.4 X W1.4.
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
SEWER SERVICE CONNECTION
7B
SEWER SERVICE CONNECTION
7B
AutoCAD SHX Text
4" HOUSE SERVICE LINE-SLOPED A MIN. OF 1/4" PER FOOT
AutoCAD SHX Text
4" 45° BEND
AutoCAD SHX Text
4" 45° BEND
AutoCAD SHX Text
4" PVC PIPE
AutoCAD SHX Text STANDARD PVC WYE OR STAINLESS STEEL SADDLE (CASCADE WATERWORKS, OR EQUAL), AS PER SPECIFICATIONS 4" BRANCH LINE TILTED 45° FROM INTERSECTION OF CENTERLINES OF MAIN LINE AND SERVICES LINE SPUR.
AutoCAD SHX Text
SHALLOW SEWER CONNECTION
AutoCAD SHX Text
DEEP SEWER CONNECTION
AutoCAD SHX Text
4" 45° BEND
AutoCAD SHX Text
4" PVC PIPE
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BANDED CONNECTION
AutoCAD SHX Text
BANDED CONNECTION
AutoCAD SHX Text NOTE: 1. USE STANDARD PVC WYE USE STANDARD PVC WYE FOR NEW SEWERMAIN. 2. USE SS WYE SADDLE FOR USE SS WYE SADDLE FOR CONNECTING TO EXISTING SEWERMAIN.
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
D
V
I E
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P L
E
W
S I D
E
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S
E W
R
V I C
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S
A D
D L
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S E
W E
R
S
E R
V I C
E
C
O N
N E
C T
I O
N
N T
S
C
S E
W E
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SEWER SERVICE CONNECTION
7C
AutoCAD SHX Text NOTE: 1. USE STANDARD PVC WYE USE STANDARD PVC WYE FOR NEW SEWERMAIN. 2. USE SS WYE SADDLE FOR USE SS WYE SADDLE FOR CONNECTING TO EXISTING SEWERMAIN.
AutoCAD SHX Text
CASCADE MANUFACTURING STAINLESS STEEL SEWER SERVICE SADDLE OR EQUAL
AutoCAD SHX Text
SEWER SERVICE PIPE
AutoCAD SHX Text
SEWERMAIN
AutoCAD SHX Text
PVC WYE OR STAINLESS STEEL SADDLE
AutoCAD SHX Text
CHERNE ORIGINAL GRIPPER PLUG OR EQUAL
AutoCAD SHX Text
PROPERTY LINE OR EASEMENT
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
45° WYE BRANCH
AutoCAD SHX Text
45° BEND-LONGRADIUS
AutoCAD SHX Text
SEWERMAIN
AutoCAD SHX Text
SEWER SERVICE PIPE
AutoCAD SHX Text
CASCADE WATERWORKS STAINLESS STEEL SEWER SERVICE SADDLE OR EQUAL
AutoCAD SHX Text CONSTRUCT LATERAL AT 1/8'' MINIMUM SLOPE WHEN COVER LESS THAN 5 FT. AT PROPERTY LINE. FOR DEEP MAIN, ROTATE WYE AND BEND TOWARDS VERTICAL TO MAINTAIN LATERAL DEPTH AT PROPERTY LINE OF 2 FT.
AutoCAD SHX Text
45° BEND-LONG RADIUS
AutoCAD SHX Text
MARKER REQUIRED IF SERVICE IS NOT CONNECTED
AutoCAD SHX Text
1'' PE MARKER
AutoCAD SHX Text
PAINT GREEN
AutoCAD SHX Text STANDARD PVC WYE OR STAINLESS STEEL SADDLE (CASCADE WATERWORKS, OR EQUAL), AS PER SPECIFICATIONS 4" BRANCH LINE TILTED 45° FROM INTERSECTION OF CENTERLINES OF MAIN LINE AND SERVICES LINE SPUR.
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
C T
I O
A A
C A
S I N
G
D
E T
A I L
N T
S
A
CASEMENT DETAIL
11A
AutoCAD SHX Text
PIPE & CASING
AutoCAD SHX Text
CARRIER PIPE NOMINAL DIAMETER 1" 4" 6" 8" 10" 12"
AutoCAD SHX Text
MINIMUM NOMINAL CASING PIPE DIAMETER 4" 12" 14" 18" 20" 24"
AutoCAD SHX Text
MINIMUM CASING PIPE DIAMETER REQUIREMENTS (UNLESS OTHERWISE INDICATED ON PLANS)
AutoCAD SHX Text CASING PER UTILITY CROSSING PERMIT & PLAN SET. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL VERIFY THAT THE DIAMETER OF CASING IS ADEQUATE TO ACCOMMODATE CARRIER PIPE, SPACERS AND PIPE RESTRAINTS.
AutoCAD SHX Text MAXIMUM SEPARATION OF SPACERS VARIES BY MANUFACTURER. PROVIDE A MIN.. OF 3 SPACERS PER 20' PIPE LENGTH
AutoCAD SHX Text
CARRIER PIPE & MATERIAL AS SPECIFIED IN CONTRACT DOCUMENTS
AutoCAD SHX Text FOR PVC PIPE, ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. NOTE: JOINT RESTRAINTS ARE REQUIRED, ONE SPACER SHALL BE INSTALLED ADJACENT TO THE RESTRAINTS.
AutoCAD SHX Text END OF CASING LINE 10' OUTSIDE OF THE SHOULDER LINES OR AS DIRECTED BY THE UTILITY CROSSING PERMIT
AutoCAD SHX Text
CARRIER PIPE
AutoCAD SHX Text
STAINLESS STEEL STRAPS (TYP.)
AutoCAD SHX Text
RUBBER END SEAL CASCADE MODEL 'CCES' OR APPROVED EQUAL
AutoCAD SHX Text ALL ASPECTS OF CASING INSTALLATIONS SHALL ADHERE TO UTILITY PERMIT REQUIREMENTS SPECIFIED BY THE ROW OWNER FOR ALL INSTALLATIONS WITHIN NMDOT, BNSF OR BIA RIGHT-OF-WAYS.
AutoCAD SHX Text
APPROVED CASING SPACER
AutoCAD SHX Text
CASING
AutoCAD SHX Text
CARRIER PIPE
AutoCAD SHX Text
CASING
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
SECTION A-A
CONCRETE ENCASEMENT DETAIL-SIDE VIEW
NTS
11B
A A
ROADWAY CROSSING BY OPEN CUT (ASPHALT
PATCH)
NTS
11C
ROADWAY CROSSING BY OPEN CUT (CONCRETE PATCH)
NTS
11D
CONCRETE ENCASEMENT, ROADWAY CROSSING
BY OPEN CUT (ASPHALT & CONCRETE PATCH)
11B,11C,&11D
AutoCAD SHX Text
CONCRETE SLURRY PER SPECIFICATIONS
AutoCAD SHX Text
PAVEMENT SURFACE
AutoCAD SHX Text
BEDDING
AutoCAD SHX Text
6"X6" WIRE MESH REINFORCING WITH WELDED WIRE MESH 6 X 6-W1.4 X W1.4
AutoCAD SHX Text
D.I. PIPE
AutoCAD SHX Text
CONCRETE ENCASEMENT
AutoCAD SHX Text
CONCRETE ENCASEMENT
AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL PLACE CONTRACTOR SHALL PLACE CONCRETE SLURRY IN A MANNER SUCH THAT THE PIPE DOESN'T FLOAT BY THE BUOYANCY FORCE OF THE SLURRY. 2. CUTS SHALL BE MADE WITH A CUTS SHALL BE MADE WITH A CUTTING WHEEL OR A PNEUMATIC PAVEMENT CUTTER. 3. PAVEMENT CUTS SHALL BE CLEAN, PAVEMENT CUTS SHALL BE CLEAN, VERTICAL & STRAIGHT. 4. IRREGULAR BREAKAGES SHALL BE IRREGULAR BREAKAGES SHALL BE REPLACED. 5. SEE PLAN FOR LIMITS OF SEE PLAN FOR LIMITS OF PAVEMENT REMOVAL. 6. INDIVIDUAL UTILITY PERMIT SHALL INDIVIDUAL UTILITY PERMIT SHALL GOVERN IN CASES WHERE IT DIFFERS FROM DETAILS ON THIS SHEET
AutoCAD SHX Text
STEEL CASING PIPE
AutoCAD SHX Text
WOOD OR PLASTIC SKIDS
AutoCAD SHX Text
TRACER WIRE
AutoCAD SHX Text
CARRIER PIPE
AutoCAD SHX Text
MECHANICAL RESTRAINED JOINTS REQUIRED ON ALL JOINTS INSIDE CASING
AutoCAD SHX Text
TACK COAT
AutoCAD SHX Text
SAW-CUT EDGES STRAIGHT & CLEAN (BOTH SIDES)
AutoCAD SHX Text
3'' MIN. ASPHALT PATCH
AutoCAD SHX Text
CONCRETE SLURRY PER SPECIFICATIONS
AutoCAD SHX Text
PAVEMENT SURFACE
AutoCAD SHX Text
BEDDING
AutoCAD SHX Text
STEEL CASING PIPE
AutoCAD SHX Text
WOOD OR PLASTIC SKIDS
AutoCAD SHX Text
TRACER WIRE
AutoCAD SHX Text
CARRIER PIPE
AutoCAD SHX Text
MECHANICAL RESTRAINED JOINTS REQUIRED ON ALL JOINTS INSIDE CASING
AutoCAD SHX Text
TACK COAT
AutoCAD SHX Text
SAW-CUT EDGES STRAIGHT & CLEAN (BOTH SIDES)
AutoCAD SHX Text
#4 @ 12" EACH WAY
AutoCAD SHX Text
BROOM FINISH
AutoCAD SHX Text
6"-3000 PSI CONCRETE
AutoCAD SHX Text
D.I. PIPE
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
SEPTIC TANK
12A
SEPTIC TANK & EFFLUENT FILTER
12A
AutoCAD SHX Text POLYLOK 24" HDPE HEAVY COVER PART # 3008-HD WITH STAINLESS STEEL LOCKING SCREWS OR EQUAL
AutoCAD SHX Text
24" HDPE CULVERT RISER OR EQUAL
AutoCAD SHX Text
CONNECT RISER TO TOP OF SEPTIC TANK WITH RAM-NEK OR EQUAL AND GROUT
AutoCAD SHX Text
REINFORCED CONCRETE TANK
AutoCAD SHX Text
4" MIN. SEWER PIPE
AutoCAD SHX Text
3/8" DIAMETER NYLON ROPE (TYP)
AutoCAD SHX Text
SS HOOK (TYP)
AutoCAD SHX Text
SANITARY TEE WITH ZABEL EFFLUENT FILTER
AutoCAD SHX Text
CLARIFIER (1/3 VOL OF TANK)
AutoCAD SHX Text
INFLUENT CHAMBER (2/3 VOL OF TANK)
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
A M
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P R
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P L
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W
CHAMBER DRAIN FIELD
PLAN & PROFILE
12B
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
SEPTIC TANK
AutoCAD SHX Text
SEPTIC TANK
AutoCAD SHX Text
OBSERVATION PORT PER DETAIL 12H (TYP.)
AutoCAD SHX Text
DISTRIBUTION BOX PER DETAIL 12G1 OR 12G2
AutoCAD SHX Text
CHAMBER SECTION (TYP.)
AutoCAD SHX Text
4" PVC HEADER PIPE, TYP
AutoCAD SHX Text
90° ELBOW (TYP.)
AutoCAD SHX Text
LENGTH VARIES
AutoCAD SHX Text
4" PVC PIPE, TYP
AutoCAD SHX Text C.0.
AutoCAD SHX Text C.0.
AutoCAD SHX Text
4" PVC @ 2% MIN. SLOPE
AutoCAD SHX Text
4" PVC @ 1% MIN. SLOPE
AutoCAD SHX Text
DISTRIBUTION BOX
AutoCAD SHX Text
4" PVC 10' MIN. LENGTH
AutoCAD SHX Text
GROUND SURFACE
AutoCAD SHX Text
CHAMBER DRAIN FIELD @ 0% SLOPE
AutoCAD SHX Text
45° BENDS ONLY.90° BENDS SHALLNOT BE USED. (TYP)
AutoCAD SHX Text NOTE: PIPE BETWEEN SEPTIC TANK TO DISTRIBUTION BOX SHOULD BE STRAIGHT IF POSSIBLE.
AutoCAD SHX Text
4" PVC FOOTER PIPE
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
CONCRETE DISTRIBUTION BOX
ISOMETRIC VIEW - CHAMBER DRAIN FIELD
AA
PLAN VIEW
SECTION A-A
ISOMETRIC VIEW OF CHAMBER DRAIN FIELD &
CONCRETE DISTRIBUTION BOX
NTS
12C
ISOMETRIC VIEW OF CHAMBER DRAIN FIELD
& CONCRETE DISTRIBUTION BOX
12C
AutoCAD SHX Text REQUIRED MINIMUM DISTANCES BETWEEN UTILITY LINES WSL --- SSL ----10 FT. WSL --- ST ----10 FT. WSL --- DF ----25 FT. WELL --- SSL ----50 FT. WELL --- ST ----50 FT. WELL --- DF ----100 FT. ABBREVIATIONS SSL --- SEWER SERVICE LINE WSL --- WATER SERVICE LINE ST --- SEPTIC TANK DF --- DRAIN FIELD CO --- CLEAN OUT
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
24" HDPE CULVERT RISER OR EQUAL
AutoCAD SHX Text POLYLOK 24" HDPE HEAVY COVER PART # 3008-HD WITH STAINLESS STEEL LOCKING SCREWS OR EQUAL
AutoCAD SHX Text
CONNECT RISER TO TOP OF D-BOX WITH RAM-NEK OR EQUAL AND GROUT
AutoCAD SHX Text
6" LAYER OF SAND OR GRAVEL
AutoCAD SHX Text
CONCRETE DISTRIBUTION BOX REINFORCED WITH WELDED WIRE MESH 6 X 6-W1.4 X W1.4
AutoCAD SHX Text
CONCRETE BAFFLE
AutoCAD SHX Text
INSTALL SPEED LEVELERS IN EACH OUTLET USE (TYP)
AutoCAD SHX Text
MUST HAVE AT LEAST AS MANY OUTLETS AS DRAINFIELD LATERALS
AutoCAD SHX Text
1-3/4" MINIMUM WALL THICKNESS
AutoCAD SHX Text
INLET
AutoCAD SHX Text
HIGH CAPACITY CHAMBER SECTION
AutoCAD SHX Text
SPLASH PAD 1-1/2" MINUS CRUSHED GRAVEL, WASHED. 3'X2'X4" HIGH
AutoCAD SHX Text
FILTER FABRIC OVER CHAMBER ONLY WHEN RECOMMENDED BY MFGR.
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
E
W
C H
A M
B E
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D
R A
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F I E
L D
S
T E
P P
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N T
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D
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O M
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W
STEPPED CHAMBER DRAIN FIELD
PLAN & PROFILE
12D
AutoCAD SHX Text
SEPTIC TANK
AutoCAD SHX Text
DISTRIBUTION BOX PER DETAILS
AutoCAD SHX Text
90° ELBOW (TYP.)
AutoCAD SHX Text
OBSERVATION PORT PER DETAIL 12D (TYP.)
AutoCAD SHX Text
HIGH CAPACITY CHAMBER SECTION (TYP.)
AutoCAD SHX Text
18" MIN - 96" MAX BURY DEPTH (TYP.)
AutoCAD SHX Text
DISTRIBUTION BOX
AutoCAD SHX Text
FROM SEPTIC TANK
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
E
W
P R
O F
I L
E
V
I E
W
T Y
P I C
B
O
C
T I O
N
T Y
P I C
E
N C
H
C
R O
C
T I O
N
E L
J E
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I N
D
R A
Y S
T E
M
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E
ELJEN IN-DRAIN SYSTEM
12E
AutoCAD SHX Text
2%%% MIN. SLOPE
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
1%%% MINIMUM SLOPE
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
WASHED SAND
AutoCAD SHX Text
TOPSOIL
AutoCAD SHX Text
TOPSOIL
AutoCAD SHX Text
CLEAN BACKFILL
AutoCAD SHX Text NOTES: 1. INSTALL PERFORATED PVC PIPE WITH PERFORATIONS TURNED DOWN IN THE FIVE AND SEVEN O'CLOCK POSITION 2. ACTUAL NUMBER OF IN-DRAIN MODULE ROWS, AND THE LENGTH OF EACH ROW WILL BE INDICATED ON PLAN SHEET. 3. LOCATION OF OBSERVATION PIPE WILL BE INDICATED ON PLAN SHEET.
AutoCAD SHX Text
PEA GRAVEL*
AutoCAD SHX Text
CLEAN BACKFILL
AutoCAD SHX Text
* PEA GRAVEL (ONLY REQUIRED FOR INSTALLATIONS > 18" DEEP)
AutoCAD SHX Text
SEPTIC TANK
AutoCAD SHX Text
WASHED SAND
AutoCAD SHX Text
OBSERVATION PIPE
AutoCAD SHX Text
AIR VENT (MORE THAN 18" BURY DEPTH).
AutoCAD SHX Text
DISTRIBUTION LINE PIPE CLIP (1 PER IN-DRAIN MODULE)
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
2-WAY CLEANOUT
AutoCAD SHX Text
SEPTIC TANK
AutoCAD SHX Text
SCARIFIED EARTH
AutoCAD SHX Text
DISTRIBUTION BOX
AutoCAD SHX Text
4" PERFORATED PVC PIPE
AutoCAD SHX Text
IN-DRAIN MODULES
AutoCAD SHX Text
DISTRIBUTION BOX
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
4" PERFORATED PVC PIPE
AutoCAD SHX Text
SCARIFIED EARTH
AutoCAD SHX Text
IN-DRAIN MODULES
AutoCAD SHX Text
SCARIFIED EARTH
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
PEA GRAVEL*
AutoCAD SHX Text
PERFORATED PIPE
AutoCAD SHX Text
NON-PERFORATED PIPE
AutoCAD SHX Text
WASHED SAND
AutoCAD SHX Text
DETAIL NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DETAIL NAME:
AutoCAD SHX Text
IHS-STD-BLOCKS-2021
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
PUBLIC HEALTH SERVICE
AutoCAD SHX Text
DEPT. OF HEALTH & HUMAN SERVICES
E N
O
F I L
E
P L
E
W
G E
O S
Y N
T H
E T
G
R E
G A
A
I N
F I E
T
A I L
N T
S
F
GEOSYNTHETIC AGGREGATE DRAINFIELD
12F
AutoCAD SHX Text
RESTRICTIVE LAYER
AutoCAD SHX Text
UNDISTURBED SOIL
AutoCAD SHX Text NOTES: 1. WHEN EXCAVATING TRENCH, DO NOT COMPRESS TRENCH BOTTOM.
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