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123.45 IRRl IAAIN
TOP=462.5 (-3750)
(III. 4' COVER)
—SELECT NATIVE MATERIAL
(SOIL CLASS III OR BETTER),
907. COMPACTION,
PLACED IN 6" LIFTS
-(1) #6 BADS EVERY 12-INCHES
-(6) #8 BARS EVERY 17-INCHES
ON CENTER, CENTERED ON PIPE
750--CSE-5000P REINFORCED
CONCRETE BRIDGE
MIN. ,
` UNDISTURBED NATURAL SOIL WITH FIRMNESS
EQUIVALENT TO THE FOLLOWING PLACED
/6 SOILS: 85% CLASS I, 90% CLASS II, OR 95%
CLASS III.
IF DISTURBED OR EROSION, FILL W/IMPORTED
MATERIAL NO. 67 ROCK/CRUSHED STONE,
957* COMPACTION PLACED IN fi LIFTS
-IMPORTED MATERIAL NO, 67
ROCK/CRUSHED STONE,
SUITABLE BELL HOLE
AT EACH PIPE
JOINT-1" CLEARANCE
7W SHIELDING SHALL
- .§
IN THE FUTURE} IF THE MADISON STREET FINISH SURFACE IS DESIGNED TO
BE ELEVATED TO CROSS OVER THE EXISTING USSR DIKE NO. 4} THE ABOVE
SECTION MAY BE A POSSIBLE OPTION,
THIS DETAIL IS NOT TO BE USED FOR CURRENT 60" RCP INSTALLATION.
UNDERGROUND UTIUTIES PRIVATE ENGINEERING NOTE
ALL UNDERGROUND UTILTIES OR;STRUCTURES REPORTED BY THE OWNER<OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE
AN S S N ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRA
{e'IFI . D THO HOW E
THEIR,: APPROXIMATE' LOCATION N AND D EXTENT. TH OWN R, BY ACCEPTING
REQUIRED TO ASSUME
SOLE AND COMPLETE RESPON
SIBLTY
THESE `S OR ROCEEING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE
TO ASSUME LIABILITY AND, TO HOLD UND RSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT TI
RESULTING FROM, CEOF UN E GROUND UTILTIES OR STRUCTURES NOT SHALL BE MADE TO APPLYCONTINUOUSLY LYAND NOT BE LMIT
R TO THEUIVERSIONED} NOT INDICATED OR SHOWN O TE HDECORDS WORKING HOURS, AND CONSTRUCTIONCONTRACTOR FURTHER
EXAMINED THE CONTACTOR, IS'EQUIR D TO TAKE DUE PRECAUTIONARY DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARML
M RS TO PROTECTTHE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LABIUTY REAL OR ALLEGED, IN CONNECTION N
,
R N T THE SITE. IT SHALL B CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABII
UTI ES OR STRUCTURES FOUND A E T O E
LJTI >
OWNERS OF THE UTILITIES R STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL, R NS1BII.TTY TO; ,NOTIFY THE E E O CTU E
CONCERNED BEFORE ; STARTING WORK.
LATERAL 123,45 STA. 19+50.00
I.T.S.
LATERAL 123.45 STA. 21 +50.00
N.T.S.
PER
PLACEDPMIPEr LIFTS
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M
907. COMPACTION,
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ROCK/CRUSHED STONE,
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Bc MIN,
�n
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T---- UNDISTURBED NATURAL SOIL WITH FIRMNESS
EQUIVALENT TO THE FOLLOWING PLACED
a-
P
Bc/2 MIN.
Bc/6 SOILS: 85% CLASS I, 90% CLASS It, OR 95%
CLASS III.
IF DISTURBED OR EROSION, FILL W/IMPORTED
MATERIAL. NO. 67 ROCK/CRUSHED STONE,
907. COMPACTION PLACED IN 6" LIFTS
Bc-t Bc 3
IMPORTED MATERIAL NO. 67
co
ROCK/CRUSHED STONE,
MIDDLE BEDDING LOOSELY PLACED
UNCOMPACTED3 BEDDING.
BEDDING MATERIAL BELOW BOTTOM
OF PIPE SHALL, BE -1/12 Bc-
FOR PIPES 39" AND GREATER IN
DIAMETER. IN NO CASE SHALL IT
BE LESS THAN 1" BELOW ANY
BELL OR COLLAR
m
1. Bc=60" RCP PIPE, WALL TYPE "C",
D-LOAD 3000, PER ASTM C-76
2. ALL "COMPACTION" TO BE STANDARD
}- i R3
i • A D2321
NTS
,,,,ABLE BELL HOLE
PROCTOR DENSITY AT EACH PIPE
3. DURING BACKFILL OF TRENCH JOINT EACH
CLEARANCE
CARE SHALL BE TAKEN TO AVOID
CREATING VOIDS; THE TRENCH SHIELDING
SHALL NOT EXTEND BELOW TOP OF PIKE. TRENCH WALL BELOW SHIELDING SHALL
BE PROTECTED FROM CAVING AT ALL TIMES, ANY RESULTANT VOIDS BETWEEN
TRENCH SECTION AND TRENCH WALL SHALL BE FILLED WITH BEDDING MATERIAL.
4. BELL HOLES SHALL BE PROVIDED AT EACH JOINT WITH A MINIMUM OF 1"
CLEARANCE FROM BEDDING MATERIAL
5. 100% OF PIPE ZONE TO BE FREE OF ALL CLASS IV SOIL TYPES
A
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LATERAL. 123.45 STA. 23+35
N.T.S.
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CLASS I (E1 3000) TRENCH DETAIL.
SOIL. CLASS PER ASTA D2321
KITS
:
1. Be=24" PVC C-905, CL-165, DR25 PIPE
2. ALL, "COMPACTION" TO BE STANDARD
PROCTOR DENSITY SUITABLE BELL HOLE
3. DURING BACKFILL OF TRENCH PIPE
CARE SHALL BE TAKEN TO AVOID JOINT AT EACH CH CLEARANCE
CREATING VOIDS;" THE TRENCH SHIELDING
SHALL NOT EXTEND BELOW TOP OF PIPE. TRENCH WALL BELOW SHIELDING SHALL
BE PROTECTED FROM CAVING AT ALL TIMES. ANY RESULTANT VOIDS BETWEEN
TRENCH SECTION AND TRENCH WALL SHALL BE FILLED WITH BEDDING MATERIAL,
4, BELL HOLES SHALL BE PROVIDED AT EACH JOINT WITH A MINIMUM OF 1"
CLEARANCE FROM BEDDING MATERIAL
5. 1007. OF PIPE ZONE TO BE FREE OF ALL CLASS IV SOIL TYPES
i°# TO STA. 10+47.70
DESIGN ENGINEER
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INSPECTOR DATE
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UNDERGROUND UTILITIES PRIVATE ENGINEER-ING NOTE PREPARED UNDER THE DIRE
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THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT, ct�
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