Driscoll's Dry Run 20 G-001 COVER SHEET N 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 NOT SPECIFICALLY SHOWN IN THE DRAWINGS. DAMAGE TO EXISTING UTILITIES, DRIVES, STREETS AND OTHER ITEMS SHALL BE REPAIRED BY THE 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 SS x ST MANHOLE UTILITY POLE EXST EXISTING PROP PROPOSED SOLICITATION NO.: FILE NAME: DWN BY: CKD BY: DESIGNED BY: DESCRIPTION 1 D 2 3 C 4 5 A B MARK APPR. DATE: FILE NUMBER: SIZE: SUBMITTED BY: PLOT SCALE: ISSUE DATE: DATE CONTRACT NO.: SHEET IDENTIFICATION DHS IMHI WITTE BUILDING AND REYNOLDS BUILDING WATER MAIN REPLACEMENTS INDEPENDENCE, IOWA BWR NV BWR ANSI B XX-XX-XX BWR 59.01 WATERSMITH ENGINEERING MUSCATINE, IA 52761 1029 HERSHEY AVE 0 FOR BIDS 12/7/18 BWR IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES HOOVER STATE OFFICE BUILDING 1305 EAST WALNUT DES MOINES, IA CONTROL POINTS PROPERTY CORNER S OVERHEAD ELECTRIC ES x (AT6) MEDIACOM Contact Name : Brian Kadner Contact Phone : 8455449656 Contact Email : [email protected](CTLIA01) CENTURYLINK Contact Name : Tom Sturmer Contact Phone : 7205788090 Contact Email : [email protected](FM8) FARMERS MUTUAL TELEPHONE Contact Name : Bob Venem Contact Phone : 3198271151 Contact Email : [email protected](ILP) INDEPENDENCE LIGHT AND POWER Contact Name : Joel Reed Contact Phone : 3193320100 Contact Email : [email protected](M26E) MIDAMER-ELEC Contact Name : Luke Johnson Contact Phone : 3192914676 Contact Email : [email protected](M26G) MIDAMER-GAS Contact Name : Molly Brouwer Contact Phone : 3192914737 Contact Email : [email protected](MHI) MENTAL HEALTH INSTITUTE Contact Name : Mental Health Institute Contact Phone : 3193342583 Contact Email : [email protected]IOWA ONE CALL UTILITY CONTACTS WITTE BUILDING FO FIBER OPTIC AREA LIGHT STREET LIGHT TREE BURIED ELECTRIC E x REYNOLDS BUILDING MJ MECHANICAL JOINT IMHI CAMPUS SHEET NUMBER TITLE REVISION NUMBER G-001 COVER SHEET 1 G-002 PHASING PLAN AND QUANTITIES 0 G-003 REYNOLDS BUILDING TUNNEL PHOTOS 0 G-004 REYNOLDS BUILDING TUNNEL PHOTOS 0 G-005 REYNOLDS BUILDING TUNNEL PHOTOS 0 G-006 REYNOLDS BUILDING TUNNEL PHOTOS 0 C-101 WITTE BUILDING WATER MAIN PLAN 0 C-102 REYNOLDS BUILDING WATER MAIN PLAN 0 C-300 WITTE BUILDING WATER MAIN SECTION & DETAILS 0 C-301 REYNOLDS BUILDING WATER MAIN SECTIONS & DETAILS 0 1 ADDED PHOTO SHEETS 1/2/19 BWR
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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.
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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8
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( INDEPENDENCE CORPORATE LIMITS )
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( INDEPENDENCE CORPORATE LIMITS )
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( INDEPENDENCE CORPORATE LIMITS )
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( INDEPENDENCE CORPORATE LIMITS )
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9TH
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ST
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SW
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9TH AVE SW
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ILLINOIS AVE
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238TH ST
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HENLEY AVE
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IOWA AVE
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JACKSON AVE
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232ND ST
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JUNIPER DR
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SPRUCE DR
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CARDINAL
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CT
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232ND ST
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ILLINOIS AVE
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10TH ST
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PL SW
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BLAND BLVD SW
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10TH ST SW
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AVE SW
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IOWA AVE
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BRANDON DIAGONAL BLVD
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LAKE BLVD
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SWAN
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CEDAR DR
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PINE DR
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DA
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VID
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DR
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7
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6TH AVE SW
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MITCHELL ST
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KELLIE AVE
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LOVERS LN SW
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INDIANA AVE
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BLAND BLVD
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7 1 / 2
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WV
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D
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Y
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G-002
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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
G-003
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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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1
,
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.
WITTE
BUILDING
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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
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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
/2
"
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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HI W
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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.