Final Engineering Improvement Plans Pg 3"WATER", ON LID
GRADE 2'-Q'•
CAST IRON, ADJUSTABLE
CURB/SERVICE BOX W
(MUELLER H-10300 I z
OR y J
TYLER 6500 SERIES/ITEM 95E PE 0
SCREW TYPE) = J
".o I
t
43
x
_ I
TAP SERVICE PIPING
I
COPPER TUBE- TYPE"K" '
SOFT TEMPER, 1-1/2 INCH MINIMUM
-CURB STOP -COUPLING
EIGHTH BEND COUPLING (�*:R H-15154)
(MUELLER H-15063) MUST H-15155.3/4"&1"
BE INSTALLED WITH CORP B-25155 1-1/2"&2
/WATER MAIN CORPORATION STOP COUPLING
(MUELLER H-15000)
B-15008
NOTE: MUELLER BRONZE SERVICE SADDLE -DOUBLE STRAP
WITH AWWA TAPER (CC) THREAD, BASE CATALOG
NUMBER BR2B SERIES SHALL BE PROVIDED IN ALL
CASES
WATER
l TAP SERVICE
cl SD 33 Page 129
SECTION
DATE I BY I DESCRIPTION
POSTS, DRIVEN
16' (MW). INTO
GROUND.
E
GE
,DNG)
1. WOVEN WERE FENCE TO BE FASTENED
POSTS STEEL EITHER
SECURELY TO FEHCE POSTS WTIH
T OR U TYPE OR
TIES OR STAPLES.
2' HARDWOOD.
2 FILTER CLOTH TO BE FASTENED
FENCE. WOVEN WERE,
SECURELY TO WOVEN JURE FENCE
14-1/2' GA 6'
WTH TIES SPACED EVERY 24' AT
MAIC MESH OPENING
TOP AND MD SCION.
o_
0
Y
3. WHEN TWO SECTIONS OF FILTER
FILTER CLOTH: FILTER X,
CLOTH AAON EACH OTHER THEY
MRAF 10OX
SHALL BE OVER -LOPPED BY SX
STABNINKA T140N.
INCITES AND FOLDED.
wm
4 MAINTENANCE SHALL BE PERFORMED
PREFRABPoCATED UNIT:
AS NEEDED AND MATERIAL REMOVED
CEOFAI3. ENVROFENCE.
WHEN BULGES DEVELOP IN THE
APPROVED BY. BW
AT FENCE.
Z Of
SILT FENCE
DATE I BY
FINISHED SUBGRADE
TRENCH DETAIL
N.T.S.
INSIDE
PIPE
DIAMETER
MAXIMUM TRENCH WIDTH
AT TOP OF PIPE
(W)
GRANULAR TRENCH BACKFILL
CY/FT OF DEPTH
(W/27)
CA -6 GRANULAR BACKFILL
3'-2•
0.117
8'
95% COMPACTION IN 12" LIFTS
0.117
,0'
S-2'
UNDER ALL PAVED AREAS.
12'
o_
0
Y
0.12
MECHANICAL COMPACTION.
X-6'
s
F U
18'
S-10"
C
wm
4'-4'
0.16
24'
4'-B"
0.17
APPROVED BY. BW
o
Z Of
30
FOR MAXIMUM TRENCH WIDTH
0.19
M.
6'-0'
SEE TRENCH WIDTH TABLE
J
m
z
0.23
42'
6'-11'
a
W
0.28
a
8'-7'
CAREFULLY PLACE BACKFILL. EXTEND
>
TO SUBGRADE IN PAVED AREAS.
GRANULAR BEDDING MATERIAL
1'
CONFORMING TO SPECIFICATIONS
CA -6 BEDDING MATERIAL SHALL
BE CLASS II PER ASTM 2321-89
'
FOR SANITARY SEWER.
1/4 Bc OR 4
INCH MIN.,
6 INCH MAX.
EXTEND BEDDING TO
1' MINIMUM ABOVE TOP
NOTE:
OF SANITARY SEWERS
1.) GRANULAR BEDDING IS ONLY
& WATERMAIN
REQUIRED UP TO THE CENTER
LINE OF NON -PLASTIC STORM
SEWERS
2.) PLASTIC STORM SEWERS
SHALL HAVE 6" OF STONE
ABOVE CROWN.
TRENCH DETAIL
N.T.S.
INSIDE
PIPE
DIAMETER
MAXIMUM TRENCH WIDTH
AT TOP OF PIPE
(W)
GRANULAR TRENCH BACKFILL
CY/FT OF DEPTH
(W/27)
6'
3'-2•
0.117
8'
S-2'
0.117
,0'
S-2'
0.117
12'
S-4'
0.12
15"
X-6'
0.13
18'
S-10"
0.14
21"
4'-4'
0.16
24'
4'-B"
0.17
APPROVED BY. BW
& suavevoas
30
5'-3'
0.19
M.
6'-0'
0.22
M.
6'-4'
0.23
42'
6'-11'
0.26
2'7'-6-
0.28
54•
8'-7'
0.32
TRENCH WIDTH TABLE
FLAGG CREEK WATER RECLAMATION DISTRICT NOTES:
1. SERVICE CONNECTIONS TO THE EXISTING SANITARY SEWER SHALL BE MADE.
WITH FACTORY WYE PIPE FILLING ONLY.
2. PROVIDE THE FLAGG CREEK WATER RECLAMATION DISTRICT WITH 24 -HOURS
ADVANCED NOTICE OF CONSTRUCTION AND INSPECTION REQUEST.
1 ONCE THE SEWER IS COMPLETED, TWO (2) SETS OFAS-BUILT DRAWINGS
SHOWING THE FIELD DIMENSIONS (INCLUDING STUB MEASUREMENTS) OF
THE NEW SEWER ARE TO BE PROVIDED TO THE DISTRICT.
1. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
"STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION
IN II,LLNOIS", FIFTH EDITION, DATED MAY 1996 AND ALL REVISIONS THERETO;
THE SANITARY DISTRICT ORDINANCES, REQUIREMENTS AND POLICIES; AND
ALL VILLAGE OF OAK BROOK ORDINANCES, RIWIRIBIEN R AND POLICIES.
2. SANITARY SEWERS AND SANITARY SERVICES SHALL BE INSTALLED IN
SEPARATE TRENCHES AND AT LEAST 10 FEET (3.0 m) HORIZONTAL AWAY FROM
WATER MAINS AND WATER SERVICES, UNLESS OTHERWISE APPROVED BY THE
VILLAGE IN WRITING.
3. SANITARY SEWER MANHOLES SHALL BE 4 FEET (1.2 m) IN DIAMETER UNLESS
OTHERWISE SPECIFIED IN THE PLANS. SANITARY SEWER MANHOLE FRAMES
SHALL BE WATER-RESISTANT FRAMES WHERE REWIRED BY THE SANITARY
DISTRICT. SANITARY SEWER MANHOLE LIDS SHALL BE SELF-SEALING LIDS
WITH CONCEALED PICKHOLES AND THE WORD "SANITARY" CAST IN.
4. SANITARY SEWER PIPE SHALL BE OF A MATERIAL. AS APPROVED BY THE
SANITARY DISTRICT AND SHALL BEPOLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO
ASTM D-3034 (SDR 26) W/ FLEXIBLE ELASTOMERIC SEAL JORNTS CONFORMING TO ASTM 113212. _ SANITARY
SEWER SERVICE PIPE SHALL BE OF A MATERIAL AS APPROVED BY THE
SANITARY DISTRICT AND SHALL BE POLYVINYLCHLORIDE(PVC)PIPECONFORMIIG TO
ASTM D-3034 (SDR 26) W/ FLEXIBLE ELASTOMERIC SEAL JORNTS CONFORMING TO ASTM D-3212. SERVICE PIPE
SHALL BE 64'(M mm).
OmMizill. • :I N :1: a• t z 1:f -"v 12 LIM1 I DI .
` •' � • � • •' it '• I' J'1
6. THE EXACT LOCATION OF EACH SANITARY SERVICE SHALL BE DETERMINED IN
THE FIELD AT THE TIME OF CONSTRUCTION. THE DEVELOPER SHALL FURNISH
TO THE VILLAGE "RECORD DRAWINGS" OF THE SANITARY SEWER SYSTEM AT
THE COWIEIION OF CONSTRUCTION. SAID RHOORD DRAWINGS SHALL SHOW
THE LOCATION OF ALL THE ENDS OF SANITARY SERVICES. EACH SANITARY
SERVICE END SHALL BE DIlvl MIOINED FROM THE TWO (2) PROPERTY
CORNERS.
7. A4" x4" x 6' (100 mm x 100 mm x 1.8 m) WOOD POST, PAINTED RED ON TOP, SHALL
BE PLACED VERTICALLY IN THE GROUND AT EACH SANITARY MANHOLE
WHICH IS NOT IN PAVEMENT AREAS AND AT EACH SANITARY SERVICE END
AND SHALL HAVE A MINIMUM OF 2 FEET (0.6 m) BURIED IN THE GROUND.
:I• 1• :!i • r �Ii 1
9. TRENCHES UNDER OR WITHIN 5 FEET (1S m) OF ROADVVAY&TATHWAYSJ
DRIVEWAYS RESULTING FROM SANITARY SEWER OR SANITARY SEWER
SERVICE CONSTRUCTION SHALL BE BACKFILLED, AS SOON AS PRACTICABLE,
TO 5 FEET (1S m) OUTSIDE THE ROADWAY/PATHWAYMNEWAY WITH CA -6
TRENCH BACKFILL MFOIANICALLY COMPACTED IN 1 FOOT (0.3 m) LIFTS
STARTING I FOOT (0.3 m) ABOVE THE TOP OF PIPE.
1. REFERENCE IS MADE TO TITLE 9 OF THE VILLAGE CODE AND TO THE "ILLINOIS
PROCEDURES AND STANDARDS FOR URBAN SOIL EROSION AND
SEDIMENTATION CONTROL" MANUAL, DATED 1988. SAID PROCEDURES AND
STANDARDS ARE TO BE INCORPORATED AS NECESSARY FOR EROSION
CONTROL.
2. A SILT FENCE OR STRAW BALES SHALL BE INSTALLED AT 50' (15 m) INTERVALS
ON ALL SWALES. DITCH CHECKS SHALL BE IN ACCORDANCE WITH IDOT
STANDARD 280001. ALL DITCH CHECKS SHALL BE MAINTAINED BY THE
CONTRACTOR UNTIL THE DRAINAGE AREA TRIBUTARY TO THE DITCH
CHECK(S) HAS LIVE AND GROWING GRASS OR OTHER APPROPRIATE,
ACCEPTABLE GROUND COVER AS DETERMINED BY THE VILLAGE, AT WHICH
TIME THE DITCH CHECKS WILL BE REMOVED BY THE CONTRACTOR
3. AN INLET FILTER SHALL BE INSTALLED WITHIN EACH INLET, CATCH BASIN OR
MANHOLE THAT HAS AN OPEN LID AND THAT COULD RECEIVE SEDIMENT.
THESE SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE DRAINAGE
AREA TRIBUTARY TO THEM HAS LIVE AND GROWING GRASS OR OTHER
ACCEPTABLE, APPROPRIATE GROUND COVER, AS DETERMINED BY THE
VILLAGE, AT WHICH TIME TI-IEY WILL BE REMOVED BY THE CONTRACTOR ,
4. THE CONTRACTOR SHALL MINIMIZE BARE EARTH SURFACES DURING
CONSTRUCTION.
ALL DISTURBED AREAS SHALL BE SEEDED AS SOON AS IS PRACTICAL. A
GROWING AND THRIVING STAND OF GRASS, AS DETERMINED BY TIB; VILLAGE,
OVER ALL DISTRUBED AREAS SHALL BE NECESSARY FOR FINAL ACCEPTANCE
BY THE VILLAGE.
5. IN THE EVENT THAT THE EROSION CONTROLS AND THE CONSTRUCTION
SCHEDULE ARE NOT ADHERED TO, THE VILLAGE RESERVES THE RIGHT TO
REQUIRE THAT THE NECESSARY EROSION CONTROL ITEMS BE INSTALLED
IMMEDIATELY BY THE DEVELOPER AT HIS COST, OR THE RIGHT TO HAVE THIS
WORK DONE BY ANOTHER FIRM OF THE VILLAGE'S CHOICE OR BY TI'S OWN
FORCES, AND BILL ALL COST OF THIS WORK TO THE DEVELOPER WHO SHALL
PROMPTLY PAY SAID INVOICE.
DR. STEVE CRUD
299 SELBORNE
RI VERSIDE, IL 60546
i . ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
"STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN
ILLINOIS", FIFTH EDITION, DATED MAY 1996 AND ALL REVISIONS THERETO;
THESE SPECIAL PROVISIONS; AND WITH THE VILLAGE OF OAK BROOK
ORDINANCES, REQUIREMENTS AND POLICIES.
�. ALL NEW WATER MAIN SHALL HAVE A MINIMUM COVER OF 5'-6" (1.7 m) FROM
FINISHED SURFACE ELEVATION TO TOP OF PIPE.
�. WATER MAINS AND WATER SERVICES SHALL BE INSTALLED IN SEPARATE
TRENCHES AND AT LEAST 10 FEET (3.0 m) HORIZONTAL AWAY FROM STORM
SEWERS AND STORM SERVICES AND FROM SANITARY SEWERS AND SANITARY
SERVICES UNLESS OTHERWISE APPROVED BY THE VILLAGE IN WRITING.
4. TRENCHES UNDER OR WITHIN 5 FEET (1.5 m) OF ROADWAYS/PATHWAYS/
DRIVEWAYS RESULTING FROM WATER MAIN OR WATER SERVICE
CONSTRUCTION SHALL BE BACKFILLED, AS SOON AS PRACTICABLE TO 5 FEET
(1.5 m) OUTSIDE THE ROADWAY/PATHWAY/DRIVEWAY WITH CA -6 TRENCH
BACKFILL MECHANICALLY COMPACTED IN 1 FOOT (0.3 m) LIFTS STARTING 1
FOOT (0.3 m) ABOVE THE TOP OF PIPE.
5. ALL RESIDENTIAL WATER SERVICES SHALL BE 1'/i" (38 mm) MINIMUM COPPER
WATER TUBE (SEE STANDARD DETAIL.) TYPE K PIPE, SOFT TEMPER WITH A
MINIMUM OF 4'-6" (1A m) COVER NO UNIONS OR COUPLINGS ARE ALLOWED
UNLESS APPROVED BY THE VILLAGE. NO SOLDER OR SWEAT JOINTS ARE
ALLOWED.
6. NO WATER SERVICE CONNECTION TAP SHALL BE MADE UNTIL THE NEWLY
CONSTRUCTED WATER MAIN HAS BEEN TESTED, CHLORINATED AND FOUND
TO BE ACCEPTABLE BY THE VILLAGE AND THE TEPA OPERATING PERMIT HAS
BEEN ISSUED. NEW MATERIAL SHALT. BE USED FOR THE ENTIRE SERVICE TO
BE CONSTRUCTED.
7. ALL WATER MAINS AND ALL WATER SERVICES SHALL NOT BE BACKFILLED
UNTIL INSPECTED BY THE VILLAGE ENGINEERING DEPARTMENT,
8. WATER SERVICE BOXES AND HYDRANT BOXES SHALL BE ADJUSTED TO THE
ELEVATIONS OF THE FINISHED GROUND SURFACE AS SOON AS CONSTRUCTION
OPERATIONS PERMIT. CARE IS TO BE TAKEN IN GRADING AROUND THESE
BOXES. ANY BOXES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED
BY THE CONTRACTOR AT HIS OWN EXPENSE.
9. A 4" x 4" x 6' (100 mm x 100 mm x 1.8 m) WOOD POST, PAINTED BLUE ON TOP,
SHALL BE PLACED VERTICALLY IN THE GROUND AT EACH B -BOX AND VALVE
VAULT NOT IN THE ROADWAY AND SHALL HAVE A MINIMUM OF 2' (0.6 m) OF
POST BURIED IN THE GROUND.
10. THE EXACT LOCATION OF EACH B -BOX SHALL BE DETERMINED IN THE FIELD
AT THE TIME OF CONSTRUCTION. B -BORES SHALL NOT BE PLACED WITHIN
DRIVEWAYS. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD
DRAWINGS" OF THE WATER SYSTEM AT THE COMPLETION OF THE
CONSTRUCTION. SAID RECORD DRAWINGS SHALL SHOW THE LOCATION OF
ALL &BOXES. EACH B -BOX SHALL BE DIMENSIONED FROM THE TWO (2)
PROPERTY CORNERS.
11. AT THE END OF THE DAY, THE CONTRACTOR WILL BARRICADE AND FENCE ALL
OPEN TRENCH EXCAVATED AREAS, ALL OPEN MANHOLE AREAS AND ALL
OPEN VALVE VAULT AREAS.
1 ?. PIPE FITTINGS:
A. FITTINGS SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI
A21.53/AW WA C153.
B. FITTING PRESSURE RATING: 350 PSI
C. RETAINER GLANDS FOR MECHANICAL JOINT FITTINGS
I. MEGALUG JOINT RESTRAINT BY EBAA IRON CO. (SERIES 1100)
2. UNI -FLANGE SERIES 1400 BY FORD
3. PVC (SERIES 2000 PV) BY EBAA
4. PVC (SERIES 1500) BY FORD
D. COUPLINGS FOR CONNECTING NEW WATER MAIN TO EXISTING WATER
MAINS
1. TYLER/UNION SOLID SLEEVE MJ C153 LONG FITTING
2. SOME EXISTING WATER MAINS MAY HAVE NON-STANDARD EXTERNAL
DIAMETERS, MEASURE EXISTING MAINS PRIOR TO ORDERING
COUPLINGS (TYLERIUNION DUAL PURPOSE).
3. ALL GLANDS MUST MEET PARAGRAPH "C" ABOVE.
E. TIE RODS AND BANDS FOR RESTRAINING COUPLINGS
1. STAINLESS STEEL OR MALLEABLE IRON
I CORROSION RESISTANT ALLOY OR COATED TO RESIST CORROSION
3. ROD DIAMETER: 3/4" (20 mm) MINIMUM
4. SUFFICIENT IN STRENGTH AND RESTRAINING ABILITY TO RESIST
WORKING PRESSURES, TEST PRESSURES, AND SURGE PRESSURES IN
WATER MAINS.
F. VALVE/FIITTNG CUT -IN SLEEVES
1. MUELLER H-840 (GLAND SEE "C" ABOVE)
2. l7rLERNNION DUAL PURPOSE
3. ALL GLANDS MUST MEET PARAGRAPH `SC" ABOVE.
G. TAPPING SLEEVE
1. MUELLER H-615
2. OR APPROVED EQUAL
H. ANCHORING TEE
1. TYLER MJ SWIVEL TEE
1 IWATER MAINS AND WATER SERVICES SHALL BE INSTALLED AT LEAST 10' (3.0
m) HOR17-ONTAL AWAY FROM BUILDINGS AND FROM ANY DUPAGE WATER
COMMISSION WATER MAIN UNLESS ADEQUATE PRECAUTIONS, AS
DETERMINED BY THE VILLAGE, ARE TAKEN.
NOTES & DETAILS SCALE: AS NOTED
DATE: APRIL 16, 201
GRUD-SCHNEIDER SUSDI KSION JOB NO: 111205
OAK BROOD IL
IsmirrT 3 nip 4
kv
0
s
E
0
a
MS
ENGINEERING
DESCRIPTION
DRAWN BY.'
35701 WEST AVENUE, SUITE 150
�
30 h .. _tif_ I , Z.Z3i�l
RESOURCE
WARRENVILLE, ILLINOIS 60555
:If � I � I t `3U7 I Ix I
CHECRED BY: JG
ASSOCIATES, INC,
PHONE (630) 393-3060
CONSULTING ENGINEERS, SCIENTISTS
FAX (630) 393-2152
'.-1 _ ..-> PHI)NI. i :_-I
APPROVED BY. BW
& suavevoas
DR. STEVE CRUD
299 SELBORNE
RI VERSIDE, IL 60546
i . ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
"STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN
ILLINOIS", FIFTH EDITION, DATED MAY 1996 AND ALL REVISIONS THERETO;
THESE SPECIAL PROVISIONS; AND WITH THE VILLAGE OF OAK BROOK
ORDINANCES, REQUIREMENTS AND POLICIES.
�. ALL NEW WATER MAIN SHALL HAVE A MINIMUM COVER OF 5'-6" (1.7 m) FROM
FINISHED SURFACE ELEVATION TO TOP OF PIPE.
�. WATER MAINS AND WATER SERVICES SHALL BE INSTALLED IN SEPARATE
TRENCHES AND AT LEAST 10 FEET (3.0 m) HORIZONTAL AWAY FROM STORM
SEWERS AND STORM SERVICES AND FROM SANITARY SEWERS AND SANITARY
SERVICES UNLESS OTHERWISE APPROVED BY THE VILLAGE IN WRITING.
4. TRENCHES UNDER OR WITHIN 5 FEET (1.5 m) OF ROADWAYS/PATHWAYS/
DRIVEWAYS RESULTING FROM WATER MAIN OR WATER SERVICE
CONSTRUCTION SHALL BE BACKFILLED, AS SOON AS PRACTICABLE TO 5 FEET
(1.5 m) OUTSIDE THE ROADWAY/PATHWAY/DRIVEWAY WITH CA -6 TRENCH
BACKFILL MECHANICALLY COMPACTED IN 1 FOOT (0.3 m) LIFTS STARTING 1
FOOT (0.3 m) ABOVE THE TOP OF PIPE.
5. ALL RESIDENTIAL WATER SERVICES SHALL BE 1'/i" (38 mm) MINIMUM COPPER
WATER TUBE (SEE STANDARD DETAIL.) TYPE K PIPE, SOFT TEMPER WITH A
MINIMUM OF 4'-6" (1A m) COVER NO UNIONS OR COUPLINGS ARE ALLOWED
UNLESS APPROVED BY THE VILLAGE. NO SOLDER OR SWEAT JOINTS ARE
ALLOWED.
6. NO WATER SERVICE CONNECTION TAP SHALL BE MADE UNTIL THE NEWLY
CONSTRUCTED WATER MAIN HAS BEEN TESTED, CHLORINATED AND FOUND
TO BE ACCEPTABLE BY THE VILLAGE AND THE TEPA OPERATING PERMIT HAS
BEEN ISSUED. NEW MATERIAL SHALT. BE USED FOR THE ENTIRE SERVICE TO
BE CONSTRUCTED.
7. ALL WATER MAINS AND ALL WATER SERVICES SHALL NOT BE BACKFILLED
UNTIL INSPECTED BY THE VILLAGE ENGINEERING DEPARTMENT,
8. WATER SERVICE BOXES AND HYDRANT BOXES SHALL BE ADJUSTED TO THE
ELEVATIONS OF THE FINISHED GROUND SURFACE AS SOON AS CONSTRUCTION
OPERATIONS PERMIT. CARE IS TO BE TAKEN IN GRADING AROUND THESE
BOXES. ANY BOXES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED
BY THE CONTRACTOR AT HIS OWN EXPENSE.
9. A 4" x 4" x 6' (100 mm x 100 mm x 1.8 m) WOOD POST, PAINTED BLUE ON TOP,
SHALL BE PLACED VERTICALLY IN THE GROUND AT EACH B -BOX AND VALVE
VAULT NOT IN THE ROADWAY AND SHALL HAVE A MINIMUM OF 2' (0.6 m) OF
POST BURIED IN THE GROUND.
10. THE EXACT LOCATION OF EACH B -BOX SHALL BE DETERMINED IN THE FIELD
AT THE TIME OF CONSTRUCTION. B -BORES SHALL NOT BE PLACED WITHIN
DRIVEWAYS. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD
DRAWINGS" OF THE WATER SYSTEM AT THE COMPLETION OF THE
CONSTRUCTION. SAID RECORD DRAWINGS SHALL SHOW THE LOCATION OF
ALL &BOXES. EACH B -BOX SHALL BE DIMENSIONED FROM THE TWO (2)
PROPERTY CORNERS.
11. AT THE END OF THE DAY, THE CONTRACTOR WILL BARRICADE AND FENCE ALL
OPEN TRENCH EXCAVATED AREAS, ALL OPEN MANHOLE AREAS AND ALL
OPEN VALVE VAULT AREAS.
1 ?. PIPE FITTINGS:
A. FITTINGS SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI
A21.53/AW WA C153.
B. FITTING PRESSURE RATING: 350 PSI
C. RETAINER GLANDS FOR MECHANICAL JOINT FITTINGS
I. MEGALUG JOINT RESTRAINT BY EBAA IRON CO. (SERIES 1100)
2. UNI -FLANGE SERIES 1400 BY FORD
3. PVC (SERIES 2000 PV) BY EBAA
4. PVC (SERIES 1500) BY FORD
D. COUPLINGS FOR CONNECTING NEW WATER MAIN TO EXISTING WATER
MAINS
1. TYLER/UNION SOLID SLEEVE MJ C153 LONG FITTING
2. SOME EXISTING WATER MAINS MAY HAVE NON-STANDARD EXTERNAL
DIAMETERS, MEASURE EXISTING MAINS PRIOR TO ORDERING
COUPLINGS (TYLERIUNION DUAL PURPOSE).
3. ALL GLANDS MUST MEET PARAGRAPH "C" ABOVE.
E. TIE RODS AND BANDS FOR RESTRAINING COUPLINGS
1. STAINLESS STEEL OR MALLEABLE IRON
I CORROSION RESISTANT ALLOY OR COATED TO RESIST CORROSION
3. ROD DIAMETER: 3/4" (20 mm) MINIMUM
4. SUFFICIENT IN STRENGTH AND RESTRAINING ABILITY TO RESIST
WORKING PRESSURES, TEST PRESSURES, AND SURGE PRESSURES IN
WATER MAINS.
F. VALVE/FIITTNG CUT -IN SLEEVES
1. MUELLER H-840 (GLAND SEE "C" ABOVE)
2. l7rLERNNION DUAL PURPOSE
3. ALL GLANDS MUST MEET PARAGRAPH `SC" ABOVE.
G. TAPPING SLEEVE
1. MUELLER H-615
2. OR APPROVED EQUAL
H. ANCHORING TEE
1. TYLER MJ SWIVEL TEE
1 IWATER MAINS AND WATER SERVICES SHALL BE INSTALLED AT LEAST 10' (3.0
m) HOR17-ONTAL AWAY FROM BUILDINGS AND FROM ANY DUPAGE WATER
COMMISSION WATER MAIN UNLESS ADEQUATE PRECAUTIONS, AS
DETERMINED BY THE VILLAGE, ARE TAKEN.
NOTES & DETAILS SCALE: AS NOTED
DATE: APRIL 16, 201
GRUD-SCHNEIDER SUSDI KSION JOB NO: 111205
OAK BROOD IL
IsmirrT 3 nip 4
kv
0
s
E
0
a