Driscoll's Dry Run

20

G-001

CO

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DHS IMHI WITTE BUILDING AND REYNOLDS BUILDING

WATER MAIN REPLACEMENTS

INDEPENDENCE, IOWA

LEGEND

DRAWING INDEX

GENERAL NOTES

ABBREVIATIONS

LOCATION MAP

I hereby certify that this engineering document was prepared by me

or under my direct personal supervision and that I am a duly licensed

Professional Engineer under the laws of the State of Iowa.

Signature Date

Bradley W. Roeth

License Number 16536

My license renewal date is

December 31, 2020

Sheets covered by this seal: ALL DRAWINGS

W

PROPOSED WATER MAIN

G

x

NATURAL GAS

W

x

EXISTING WATER MAIN

PROPERTY LINE

SANITARY SEWER

VALVE

HYDRANT

CURB STOP AND BOX

IMHI INDEPENDENCE MENTAL

HEALTH INSTITUTE

INV INVERT

LF LINEAR FEET

S SOUTH

SAN SANITARY

TYP TYPICAL

AVE AVENUE

ST STREET

MH MANHOLE

DI DUCTILE IRON

STA STATION

PERIMETER EROSION BARRIER

APPROX APPROXIMATE

MIN MINIMUM

MAX MAXIMUM

DR DRIVE

REDUCER

1. CONSTRUCT ACCORDING TO SUDAS 2018.2. REFER TO SPECIFICATIONS FOR ALLOWABLE SERVICE DISRUPTION TIMES AND OWNER NOTIFICATION REQUIREMENTS PRIOR TO SERVICE

DISRUPTIONS.3. ALL BURIED UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD LOCATED PRIOR TO EXCAVATION. SEWER, NATURAL GAS,

TELECOM, AND OTHER HOUSE SERVICE LINES ARE NOT SHOWN ON PLANS. THERE MAY BE OTHER EXISTING UTILITY LINES, STRUCTURES,AND SERVICE CONNECTIONS NOT KNOWN AND NOT SHOWN ON THE DRAWINGS.

4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, DRIVES, STREETS AND OTHER ITEMS TO REMAIN, INCLUDING ANY NOTSPECIFICALLY SHOWN IN THE DRAWINGS. DAMAGE TO EXISTING UTILITIES, DRIVES, STREETS AND OTHER ITEMS SHALL BE REPAIRED BYTHE CONTRACTOR AT HIS EXPENSE.

5. CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY CONFLICTS BETWEEN THE DRAWINGS AND EXISTING FEATURES.6. CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF UNEXPECTED SUB-SURFACE CONDITIONS. DISCONTINUE WORK IN AREA

UNTIL NOTIFIED BY OWNER TO RESUME WORK.7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONSTRUCTION LAYOUT FOR ALL GRADES AND FEATURES.8. MINIMUM COVER FOR WATER MAIN: 5 FT.

N NORTH

PH PHASE

STORM SEWER

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MANHOLE

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PROP PROPOSED

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CONTROL POINTS

PROPERTY CORNER

S

OVERHEAD ELECTRICES

x

(AT6) MEDIACOM

Contact Name : Brian Kadner

Contact Phone : 8455449656

Contact Email : bkadner@mediacomcc.com

(CTLIA01) CENTURYLINK

Contact Name : Tom Sturmer

Contact Phone : 7205788090

Contact Email :

Thomas.sturmer@centurylink.com

(FM8) FARMERS MUTUAL TELEPHONE

Contact Name : Bob Venem

Contact Phone : 3198271151

Contact Email : fmtjesup@jtt.net

(ILP) INDEPENDENCE LIGHT AND POWER

Contact Name : Joel Reed

Contact Phone : 3193320100

Contact Email : jreed@indytel.com

(M26E) MIDAMER-ELEC

Contact Name : Luke Johnson

Contact Phone : 3192914676

Contact Email : lrjohnson@midamerican.com

(M26G) MIDAMER-GAS

Contact Name : Molly Brouwer

Contact Phone : 3192914737

Contact Email :

mcbrouwer@midamerican.com

(MHI) MENTAL HEALTH INSTITUTE

Contact Name : Mental Health Institute

Contact Phone : 3193342583

Contact Email :

GCOLEMA@DHS.STATE.IA.US

IOWA ONE CALL

UTILITY CONTACTS

WITTE BUILDING

FOFIBER OPTIC

AREA LIGHT

STREET LIGHT

TREE

BURIED ELECTRICE

x

REYNOLDS BUILDING

MJ MECHANICAL

JOINT

IMHI

CAMPUS

SHEET NUMBER TITLEREVISIONNUMBER

G-001 COVER SHEET 1G-002 PHASING PLAN AND QUANTITIES 0G-003 REYNOLDS BUILDING TUNNEL PHOTOS 0G-004 REYNOLDS BUILDING TUNNEL PHOTOS 0G-005 REYNOLDS BUILDING TUNNEL PHOTOS 0G-006 REYNOLDS BUILDING TUNNEL PHOTOS 0C-101 WITTE BUILDING WATER MAIN PLAN 0C-102 REYNOLDS BUILDING WATER MAIN PLAN 0C-300 WITTE BUILDING WATER MAIN SECTION & DETAILS 0C-301 REYNOLDS BUILDING WATER MAIN SECTIONS & DETAILS 0

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SUDAS STANDARD SPECIFICATIONS

ALL STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE ON THIS PROJECT. THE FOLLOWING

DETAILS ARE BROUGHT TO THE CONTRACTOR'S ATTENTION

STANDARD DETAIL NO. TITLE

3010.101 TRENCH BEDDING AND BACKFILL ZONES

3010.104 PRESSURE PIPE TRENCH BEDDING

5010.101 THRUST BLOCKS

5010.102 TRACER SYSTEM

5020.201 FIRE HYDRANT ASSEMBLY

7010.101 JOINTS

7010.102 PCC CURB DETAILS

7040.101 FULL DEPTH PCC PATCHES LESS THAN OR EQUAL TO 15' LONG

9040.105 WATTLE

11040.101 TEMPORARY GRANULAR SIDEWALK

THE FOLLOWING IS A SUGGESTED PHASING PLAN. CONTRACTOR IS REQUIRED TO DEVELOP A

CONSTRUCTION SEQUENCE THAT MAINTAINS CUSTOMER SERVICE THROUGHOUT PROJECT

WITHIN ALLOWABLE SERVICE DISRUPTIONS. CONTRACTOR SHALL COORDINATE PROPOSED

PHASING PLAN WITH OWNER AND PROVIDE MINIMUM 48 HOUR NOTICE PRIOR TO PLANNED

OUTAGES.

WITTE BUILDING:

1. ACCEPTABLE SERVICE OUTAGE PERIOD: WEEK DAYS FROM 8PM TO MIDNIGHT.

2. INSTALL WATER MAIN FROM 12" WATER MAIN TO UTILITY ROOM.

3. INSTALL TAPPING SLEEVE AND VALVE IN UTILITY ROOM.

4. INSTALL BACKFLOW PREVENTER AND FITTINGS.

5. DISINFECT, FLUSH, AND TEST WATER MAIN.

6. SWITCH SERVICE TO NEW WATER MAIN.

7. DURING SERVICE OUTAGE PERIOD, REPLACE EXISTING GATE VALVE WITH CAPS AND PIPE

SUPPORT.

8. REMOVE ABANDONED HYDRANT.

9. CUT AND CAP ABANDONED WATER MAIN.

REYNOLDS BUILDING:

1. ACCEPTABLE SERVICE OUTAGE PERIOD FOR 1" AND 2" SERVICE CONNECTIONS IN TUNNEL:

FRIDAYS FROM 2PM TO MIDNIGHT.

2. ACCEPTABLE SERVICE OUTAGE PERIOD FOR CUT-IN CONNECTIONS AT EAST END OF

TUNNEL: UP TO 1 WEEK.

3. CONSTRUCT WATER MAIN IN TUNNEL FROM VALVE AT WEST END TO VALVE AT STA 1+90.

5. DISINFECT, FLUSH, AND TEST WATER MAIN. MAKE TEMPORARY 2" CONNECTION FROM OLD

MAIN TO NEW MAIN. IN ORDER TO PROVIDE TEMPORARY SERVICE TO NEW MAIN.

6. SWITCH SERVICE CONNECTIONS IN TUNNEL TO NEW WATER MAIN.

7. REMOVE OLD VALVE AND CONNECT SYSTEM TO NEW WATER MAIN.

8. CONSTRUCT WATER MAIN, VALVES, AND CUT-IN CONNECTIONS AT EAST END OF TUNNEL.

PHASING PLAN BID ITEM SUDAS ITEM CODE QTY UNIT DESCRIPTION

1 01070-206-A-0 1 LS TRAFFIC CONTROL, INCLUDES FENCE AND TEMPORARY SURFACING FOR PEDESTRIAN ACCESS WITH MULTIPLERELOCATIONS

2 02010-108-D-0 32 CY ON-SITE TOPSOIL, STRIP, STOCKPILE, SPREAD, BASED ON 8" DEPTH3 02010-108-G-0 51 SY SUBGRADE PREPARATION4 02010-108-I-0 51 SY 6" SUBBASE5 02010-108-L-0 1 LS COMPACTION TESTING6 03010-108-D-0 67 CY IMPORTED BACKFILL, CLASS II, UNDER PAVED AREAS7 05010-108-A-0 222 LF WATER MAIN, OPEN TRENCH, PVC C900, 6", INCLUDES TRACER WIRE, EXCAVATION, BACKFILL, AND COMPACTION

8 05010-108-A-1 190 LF WATER MAIN, INSTALLED IN REYNOLDS BUILDING TUNNEL, HDPE DR11 PE4710, 6"IPS, INCLUDES FUSED HDPEFITTINGS AND PIPE SUPPORTS, HAND DIGGING REQUIRED IN SOME LOCATIONS

9 05010-108-A-2 35 LF WATER MAIN, EXPOSED IN REYNOLDS BUILDING TUNNEL, DUCTILE IRON, FLANGED OR MECH. JT., 6", INCLUDESFITTINGS, COUPLINGS, AND PIPE SUPPORTS

10 05010-108-E1-1 20 LF WATER SERVICE, EXPOSED, HDPE DR11 PE4710, 2"11 05010-108-E1-2 40 LF WATER SERVICE, EXPOSED, HDPE DR11 PE4710, 1"12 05010-108-E2-1 1 EA WATER SERVICE CONNECTION, FUSED HDPE REDUCING TEE, CORPORATION STOP AND TRANSITION FITTINGS, 2"13 05010-108-E2-2 2 EA WATER SERVICE CONNECTION, FUSED HDPE REDUCING TEE, CORPORATION STOP AND TRANSITION FITTINGS, 1"

14 05010-108-E2-3 1 EA WATER SERVICE CONNECTION, TEMPORARY 2" TO PROVIDE SERVICE IN REYNOLDS BUILDING BETWEEN OLD ANDNEW MAIN.

15 05010-108-C-0 200 LBS FITTINGS, BURIED, EXCLUDING FITTINGS SHOWN IN UTILITY ROOM AND REYNOLDS BUILDING TUNNEL16 05020-108-A-1 1 EA VALVE, 6" GATE, FLANGED, IN REYNOLDS BUILDING TUNNEL17 05020-108-A-2 3 EA VALVE, 6" GATE, MECH. JT. OR FLANGED X MECH. JT., IN REYNOLDS BUILDING TUNNEL18 05020-108-B-0 1 EA TAPPING SLEEVE AND VALVE, 12" X 6", BURIED19 05020-108-B-1 1 EA TAPPING SLEEVE AND VALVE, 4", EXPOSED, WITTE BUILDING UTILITY ROOM20 NOT USED21 05020-108-C-0 1 EA HYDRANT ASSEMBLY22 05020-108-I-0 1 EA HYDRANT REMOVAL

23 05020-108-L-0 1 LS BACKFLOW PREVENTER, DUCTILE IRON FITTINGS LOCATED IN UTILITY ROOM, PIPE SUPPORTS, AND DUCTILE IRONPIPE

24 05020-108-L-1 1 LS WALL PENETRATION, INCLUDES CORE DRILL, RIGID INSULATION BOX, SAND BACKFILL, AND LINK SEALS25 05020-108-L-2 1 LS INSULATION OF PIPE, FITTINGS, AND APPURTENANCES IN UTILITY ROOM26 05020-108-L-3 1 EA CUT AND CAP 6" WATER MAIN, BURIED27 07010-108-A-0 51 SY 6" PCC PAVEMENT, INCLUDES CURB AND GUTTER28 07010-108-I-0 1 LS PCC PAVEMENT SAMPLES AND TESTING29 07040-108-H-0 51 SY REMOVAL OF PAVEMENT, INCLUDES CURB AND GUTTER REMOVAL, SAW CUTTING ALL EDGES.30 08020-108-B-0 1 LS PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE AND SIGNAGE31 09040-108-F-0 200 LF SWPPP MEASURES - PERIMETER EROSION BARRIER - WATTLE32 11010-108-A-0 1 LS CONSTRUCTION STAKING33 11020-108-A-0 1 LS MOBILIZATION - WITTE BUILDING

34 11020-108-A-1 1 LSMOBILIZATION - REYNOLDS BUILDING, INCLUDES TUNNEL VENTILATION, TEMPORARY PROTECTION OF EXISTINGPIPE, CONFINED SPACE ENTRY MEASURES

35 11050-108-A-0 1 LS CONCRETE WASHOUT

FOR USE AS REFERENCE ONLY. THESE QUANTITIES ARE ESTIMATES ONLY. PROJECT TO BE BID AS LUMP SUM.

ITEM CODES REFER TO SUDAS SPECIFICATIONS

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C-101

40'10'0 20'

PENETRATION THROUGH

FOUNDATION WALL

TYPE 3 TRAFFIC BARRICADE

REMOVE AND REPLACE PCC PAVEMENT

6" PCC/6" SUBBASE, 50.2 SQ YDS

6" 22.5° ELBOW

6" 45° ELBOW

REMOVE AND REPLACE 6" STANDARD CURB, 27LF

6" PVC WATER MAIN

5FT MIN. COVER, 222 LF

EXISTING 12" WATER MAIN

12X6 TAPPING

SLEEVE AND VALVE

6" SANITARY SEWER

6" TEE

HYDRANT ASSEMBLY

REMOVE HYDRANT

6" CUT AND CAP ON

BUILDING SIDE OF VALVE

EXISTING ELECTRIC AND

COMMUNICATION UTILITIES,

PROTECT IN PLACE

REMOVE AND REPLACE

HANDICAP PARKING SIGN

BUILDING ENTRANCE

PEDESTRIAN ACCESS,

TRAFFIC CONTROL NOTE 4

TRAFFIC CONTROL NOTE 1

NN

NATURAL GAS SERVICE WITH BOLLARDS,

PROTECT IN PLACE.

STREET LIGHT, PROTECT IN PLACE.

UTILITY ROOM

PARKING LOT,

TRAFFIC CONTROL

NOTE 2

SOUTH PARKING LOT,

TRAFFIC CONTROL NOTE 3

HELIPAD

TRAFFIC CONTROL

NOTE 5

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,

2

TRAFFIC CONTROL NOTES:

1. BUILDING ENTRANCE AND DRIVEWAY SHALL REMAIN OPEN THROUGHOUT CONSTRUCTION.

2. PARKING LOT MAY BE CLOSED TO VEHICLES, PROVIDE TURNAROUND AREA FOR VEHICLES USING DRIVEWAY.

3. SOUTH PARKING LOT TO REMAIN OPEN THROUGHOUT CONSTRUCTION.

4. PROVIDE PEDESTRIAN ACCESS ROUTE FROM SOUTH PARKING LOT TO BUILDING ENTRANCE THROUGHOUT CONSTRUCTION, USE

CONSTRUCTION FENCE TO CHANNEL PEDESTRIAN TRAFFIC. PHASE EXCAVATIONS AND PAVING OPERATIONS AND PROVIDE

TEMPORARY SURFACING AS NECESSARY. PROVIDE FLAGGER FOR PEDESTRIAN TRAFFIC WHEN CONSTRUCTION TRAFFIC MUST

CROSS PEDESTRIAN ACCESS ROUTE.

5. HELIPAD AND ADJOINING SIDEWALK SHALL REMAIN OPEN AT ALL TIMES.

NOTES:

1. SEEDING BY OWNER. CONTRACTOR SHALL PREPARE FINISHED GRADE FOR SEEDING.

2. PROVIDE WATTLES FOR EROSION CONTROL UP TO PLAN QUANTITY.

3. PROVIDE PAINT STRIPING IN PARKING LOT TO MATCH EXISTING.

4. PARKING LOT JOINTS SHALL BE TYPE "C" JOINTS, MATCH EXISTING JOINTING SPACING.

5. TYPE "RT" JOINTS SHALL BE USED ADJACENT TO EXISTING PAVEMENT.

6. WATER MAIN SHALL FOLLOW SUDAS CLASS P-1 BEDDING DETAIL.

7. HAUNCH SUPPORT, PRIMARY, SECONDARY, AND FINAL TRENCH BACKFILL:

7.1 GRASS AREAS: SUITABLE BACKFILL, EXCEPT TOP 8" SHALL BE JOB EXCAVATED AND STOCKPILED TOP SOIL.

7.2 PAVED AREAS: CLASS 2 MATERIAL TO BOTTOM OF SUBBASE, EXCEPT FOLLOW INSULATION DETAIL WHERE REQUIRED DUE TO

INSUFFICIENT COVER.

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C-102

NN

6" HDPE WATER MAIN

1" SERVICE CONNECTION IN TOP OF

6" WATER MAIN STA 0+60

1" SERVICE CONNECTION IN TOP OF

6" WATER MAIN STA 0+80

1" HDPE WATER SERVICE

1" HDPE TRANSITION COUPLING TO 1"

STEEL THROUGH SIDE WALL

2" SERVICE CONNECTION IN TOP OF

6" WATER MAIN AT STA 0+90

WATER MAIN UNDER 2" PIPE,

HAND DIGGING REQUIRED

2" PIPE SUPPORTS (EXST)

6" DI WATER MAIN

1" HDPE TRANSITION

COUPLING TO 1" STEEL

THROUGH CEILING

6" DRAIN PIPES @3FT ABOVE

FLOOR

2" TRANSITION COUPLING TO

2" STEEL THROUGH CEILING

2" HDPE WATER SERVICE

4" DRAIN PIPE AT 3FT ABOVE

FLOOR

30" DIA. CONCRETE SEWER

IN FLOOR

4" DRAIN PIPES AT 3 FT

ABOVE FLOOR

2X1" SUPPORT PIPES

(EXST.)

6" HDPE WATER MAIN

2" PIPE SUPPORTS (EXST.)

7.0

F

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C-301

A

C-301

6" EXST. WATER TO BE

ABANDONED

6" EXST. WATER TO BE

ABANDONED

2.5' X 2.5' ACCESS

HATCH

2'W X 3.5'H WALL

OPENING

REYNOLDS BUILDING TUNNEL - WEST HALF PLAN VIEW

REYNOLDS BUILDING TUNNEL - EAST HALF PLAN VIEW

NOTES:

1. HDPE WATER MAIN: FUSED HIGH DENSITY

POLYETHYLENE PIPE, DR11, PE4710, IRON PIPE

SIZE (IPS), FUSED OR ELECTRO-FUSION HDPE

FITTINGS.

2. DI WATER MAIN: DUCTILE IRON PIPE,

RESTRAINED JOINT, PRESSURE CLASS 350,

RESTRAINED MECHANICAL FITTINGS.

3. GATE VALVES: IRON BODY, RESILIENT WEDGE,

NON-RISING STEM, FLANGED OR FLANGE BY

MECHANICAL JOINT, AWWA C515, NON-RISING

STEM, EPOXY COATED WITH HAND WHEEL.

4. HDPE X MJ ADAPTERS: FUSED HDPE ADAPTER

TO RESTRAINED MECHANICAL JOINT WITH

STAINLESS STEEL INSERT STIFFENER RING.

5. EXISTING WATER MAIN IS PARTIALLY BURIED

HAND DIGGING AND REMOVAL OF EXISTING

WATER MAIN REQUIRED IN THIS AREA.

REMOVED PIPE AND FITTINGS SHALL BE

REMOVED FROM TUNNEL AND DISPOSED.

6. WATER SERVICE CONNECTIONS SHALL USE

FUSED REDUCING TEES WITH FUSED

TRANSITION COUPLINGS. DIRECT TAPPING OF

HDPE NOT ALLOWED.

7. USE RESTRAINED MECHANICAL COUPLING TO

EXISTING CAST IRON PIPE. RESTRAINT SHALL

USE FULL CIRCLE RESTRAINT AND NOT SET

SCREWS.

8. THRUST BLOCK SHALL PROVIDE 4 SQ.FT. OF

AREA AGAINST UNDISTURBED EARTH

9. PRESSURE TEST: 100PSI FOR 1 HR.

10. CONTRACTOR SHALL COLLECT AND PUMP ANY

WASTEWATER GENERATED DURING

CONSTRUCTION ACTIVITIES TO FLOOR DRAINS

IN PUMP ROOM AT WEST END.

0 5' 10'

0 5' 10'

REMOVE EXISTING 6"

FLANGED GATE VALVE

90° ELBOW FUSED HDPE

DI SPOOL PIECE,

FLANGE X MJ

6" HDPE X MJ ADAPTER

6" MJ GATE VALVE, END OF PHASE 1

6" 45° DI MJ ELBOWS

6" GATE VALVE,

FLANGE X MJ

HDPE X MJ ADAPTER

6" DI TEE, FLANGED

6" DI PIPE, JOIN TO TEE

WITH UNIFLANGE

NOTE 7

NOTE 7

NOTE 5

NOTE 8

01

PHOTO REFERENCE, REFERS TO PHOTO NUMBERS IN

REYNOLDS BUILDING PHOTO DOCUMENT

01

PHOTO REFERENCE, REFERS TO PHOTO NUMBERS IN

REYNOLDS BUILDING PHOTO DOCUMENT

2 1/2" 1'-3 1/2"

4'-2"

10

"1

'-1

3

/4

"4

'-1

1 5

/8

"

1'-6"

WALL PENETRATION DETAIL

TOP OF FLOOR

EL 90.77

EXISTING 4" WATER LINE

INSULATED

UTILITY ROOM INTERIOR SOUTH WALL ELEVATION

6" PCC PAVEMENT

6" GRANULAR SUBBASE

22.5° RESTRAINED MJ ELBOW

PVC C900 WATER MAIN

22.5° RESTRAINED MJ ELBOW

CLASS II BACKFILL MATERIAL

BENEATH INSULATION AND

BELOW PAVEMENT

5'-0

" M

IN

CORE DRILL THROUGH

WALL, 10" DIAMETER

GPT LINK SEAL, LS-410

90° FLANGED ELBOW

6" DUCTILE IRON PIPE -

FLANGE X PLAIN END

2'-9 1/2"

4" TAPPING SLEEVE

AND VALVE (REMOVE INSULATION)

1'-3

9

/1

6"

A

B

REPLACE GATE VALVE WITH

CAP AND PIPE SUPPORT

REFER TO PHASING PLAN

1'-0"(±)

EXISTING GAS LINE

TOP OF FOUNDATION WALL

EL 95.64

EXISTING SUMP PUMP

6" BACKFLOW

PREVENTER UNIT

TOP OF WINDOW SILL

EL 98.40

UNIFLANGE

JOINTS

5 1

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"

PR

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6"

4"

D+3'

EXISTING SURFACE

SAND ( CONCRETE SAND)

MIN 2' WIDE BY 4"

THICK INSULATION BOARD (USE

2-2" THICK BOARDS).

MASTIC AT ALL JOINTS

EXTEND INSULATION BOARD

DOWN SIDES TO 6" BELOW INVERT

OF WATER MAIN OR SERVICE.

WATER MAIN

1'-6" (MIN)

D

(M

IN

)

6"

CLASS II BACKFILL

MATERIAL

BACKFILL

MATERIAL

WATER MAIN INSULATION DETAIL

SCALE: NONE

C

NOTES:

1. INSULATION BOARD TO BE CLOSED CELL,

EXTRUDED POLYSTYRENE FOAM MEETING

ASTM 578, TYPE V1,M 40 PSI COMPRESSING

STRENGTH (ASTM D1621) 0.1% MAXIMUM

WATER ABSORPTION (ASTM C2372).

2. BACKFILL MATERIAL AROUND INSULATION

MUST BE CLEAN SAND FREE FROM ROOTS,

ORGANIC MATTER, OR OTHER INJURIOUS

MATERIALS.

3. OVERLAP ALL INSULATION BOARD JOINTS,

6" MIN.

SAND

6" DUCTILE

IRON PIPE

EXPANSION JOINT

UTILITY ROOM

6" DUCTILE

IRON PIPE, CL52

SADDLE STYLE SUPPORT,

ANCHOR TO CONCRETE WALL

FOR LATERAL RESTRAINT

PIPE SUPPORT BRACKET,

ANCHOR TO CONCRETE WALL,

MIN. CAPACITY 750 LBS.

EXTEND INSULATION 1'

BEYOND ELBOW

INSULATION

9"

2" FLUSHING PORT

4" X 6" REDUCING ELBOW

0 1' 2'

0 1' 2'

GROOVED JOINTS ON

BACKFLOW PREVENTER (TYP)

4" EXISTING PIPE IN

BACKGROUND

7"

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NOTES:1. TAPPING SLEEVE: FORD FTSC EPOXY COATED. VERIFY PIPE O.D. BEFORE ORDERING.2. TAPPING VALVE: MUELLER RESILIENT WEDGE GATE VALVE, FLG X MJ.3. EXPOSED FITTINGS: DUCTILE IRON, FLANGED, UNLESS NOTED AS MJ.4. BACKFLOW PREVENTER: 6" REDUCED PRESSURE ZONE ASSEMBLY, STAINLESS STEEL BODY,

NON-RISING STEM VALVES, VERTICAL CONFIGURATION AS INDICATED IN ELEVATION VIEW,WATTS COMPACT SERIES 957N, OR EQUAL.

5. INSULATION: PROVIDE 1" FIBERGLASS, JACKETED INSULATION ON EXPOSED PIPE, FITTINGS,AND APPURTENANCES.

6. WORK IN UTILITY ROOM SHALL BE PERFORMED BY LICENSED PLUMBER.

C-300

WIT

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C-301

6" 90° FLANGE BASE

ELBOW

6" FUSED HDPE

6" FUSED ELBOW

REYNOLDS BUILDING SECTION

B

REYNOLDS BUILDING SECTION

A

6" 90° FLANGE BASE

ELBOW

6" DI PIPE, FLANGE X

FLANGE

6" 90° FLANGE ELBOW

REMOVE 6" GATE VALVE

6" DI PIPE, FLANGE X

FLANGE

6" HDPE MJ RESTRAINED

ADAPTER COUPLING

DI SPOOL PIECE,

FLANGE X MJ WITH 2"

TAP FOR TEMP.

SERVICE

6" 90° FLANGE ELBOW

CONCRETE SUPPORT

BLOCK - 12" X 12" X 4"

SUPPORT BLOCK

REYNOLDS BUILDING - TYPICAL SECTION IN TUNNEL

C

WATER SERVICE CONNECTION DETAIL

D

4.8'

9.6'

4.8'

5.0'

0 5' 10'0 5' 10'

6" FUSED HDPE WATER MAIN

4"X4"X1' TREATED WOOD BLOCK @ 10FT

SPACING, WITH TWO 12" STEEL SPIKES

PER BLOCK, PRE DRILL HOLES

REMOVE SEDIMENT AND DEBRIS

AS NECESSARY FOR FLAT

BEDDING FOR WATER MAIN

BRICK TUNNEL WALL

DIRT FLOOR

EXST. STEEL WATER SERVICE

FUSED HDPE X STEEL THREADED

TRANSITION FITTING

1" OR 2" BRASS CORPORATION STOP - BRASS

THREADED X HDPE PACK JOINT WITH METAL

STIFFENER INSERT

2" SOCKET FUSION X BRASS THREADED TRANSITION

FITTING (1" CONNECTION: USE 2"X1" BUSHING)

6"X2" REDUCING TEE

6" FUSED HDPE WATER MAIN

1" OR 2" FUSED DR11

HDPE WATER SERVICE

CUT EXISTING 6" CAST

IRON PIPE AT FLOOR,

PLUG WITH CONCRETE

VARIES

6" FLANGED GATE VALVE, RESILIENT WEDGE,

NON-RISING STEM

VARIES

6" FLANGED GATE VALVE

EXISTING 2" PIPE

EXISTING 2" PIPE

2" TAP AND TEMPORARY WATER

SERVICE TO NEW MAIN

DIRT FLOOR

DIRT FLOOR