HomeMy WebLinkAbout5413-12 4"THREADED CAP ►I CONCRETE WALL
Ia
FILL ANNULAR SPACE
4" SCH 40 f W/NON-SHRINK GROUT
STEEL PIPE 1
CAST IN PLACE WETWELL OR VAULT INTERIOR
0
aa 36" 1 �� '.
0 0
° PIPE, DUCT OR CONDUIT PENETRATION 0 0 LEGEND:
FINISH GRADE O 0 ■ — 6" RED VALVE SERIES R
. PRESSUR40
E SENSOR OR
\�' ,..'.' :`' APPROVED EQUAL.
° a INSTALL LINKSEAL OR EQUAL PER FORM OPENING IN CONCRETE 0 0 02 FACTORY SUPPLIED PRESSURE
TO MATCH LINKSEAL SPECIFICATION GAUGE. PRESSURE RANGE OF
MANUFACTURER'S RECOMMENDATIONS
jj\jj�jj�j j\\jjj\ a e ,)/X/\\.\\./1/\\/\\/\X/\\/\\/\\/X., 02 0-100 PSI. ORIENT GAUGE PER
\/\\ ° �j 4 O&M DIRECTION.
.\
PORTLAND CEMENT % a %\\ PRESSURE GAUGE DETAIL 3
CONCRETE (CLASS A) %/�\ a d g ° \jj\
° , \ 36" PIPE PENETRATION DETAILC) 12
\• \/- NO SCALE
/. °1 4 \< NO SCALE 1 2
a a a \ \
�%.\\�.\\\\„....\///\/// //
18”0
TYPE III PG-64-10
HOT MIX AC PAVEMENT
TYPE III PG-64-10, REPLACE PER CALTRANS STANDARD NS. `
BOLLARD DETAIL41) HOT MIX AC PAVEMENT NEW AC PAVEMENT AC PAVEMENT THICKNESS, SPECIFICATI\\, BE EQUAL I�'i
NO SCALE iwi
TO THICKNESS REMOVED • . A. . I
OR 3", WHICHEVER IS °. : ° : I '
PIPE
`'' ��/_______ _ _ _______ _____i_��_\_ _\_\_\_\___ ___\\\\\\_\\\\___ GREATER • UNISTRUTMTYPE `yt`
t . .
.r . . .. ._. .c_. .._. .-. .- . .. ._. ,a • P1124 (TYP)
=• 4 •0 •�•-• • •�• •�•., •.• •�• •�•z•;• • o • • 0=• • •-•' 3" SCH 40 SS
e:•.•.•�•�•.•�•.•:•�•.•!•.•V! • • • • •'• • •-• •--. a. TYPE 316 ``
•' • • .• .• .• • .�-• • ti:� ti �•'vr�!r�lr+lr lr�lr gtr,lr�I �! • ! --- ,!
io 1d•h•S• •t•l•.•I•p1.• •�1�• • • •1•�••/•�•�••�•�•i.•p•i•i•i•.1:•,' 4 i
•' •• •".• •-.' •=• •=.• • •':• • .• •Y •Y •Y-•Y •Y •Y •Y •Y •Y .Y •T •T •T •7 •T. �•—
^-'s- -{- L = `- = e. l '- `- REPLACE AG BASE REMOVED GRV X2,2
...!�•.•.��•� ••- ••••••••••,•�•�•�•�•.� • • • • • • • •.•• • •.••:•
4
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.............0.......
.�.•:• •.• •;•:• •;•%• • ia%%%%%%%%% :%%%%i- DURING AC DEMOLITION W/ WETWELL °: fi
• 7;7:•=•. .•. .•r,•Y •Y •Y-•Y B •Y •7 •Y�•Y �Y�.Tv7 •`T •Y_.•r WALL (TYP) a'". 3 ._: -�i�l 4 s ��,0Q
0 .-III r� CLASS II AG BASE, 95% e X 2 SS, TYPE 316_III ! r r, f '� f�r�/s.; REDUCER, GRV ti��7 �I' ?�,o
fjl,, . , r'� r` '! t !jam,:..`' RELATIVE COMPACTION I .{ _ x
t ',41/4:1 /: ,t �, t • 7
•
:III PIPE/FITTING FLANGE •
CLASS II AG BASE, f/;!rtlr f f ��f f f/r ;yds r`�r iE f j tf ir+rl {l` 2" SS, TYPE 316, ELL, ``; 1
-.�.1 95/° RELATIVE -,., f, ,fr `"/"- ,-rr .,:4f--if,,`z•-, /� `,•,.., ,. .: f• 45 , GRV
FLANGE ■ 1 //f i .`, -//:••••, .?,-,4-p,
BRACKET W/ !.I '.' COMPACTION .. I --.
• � � _ 2" SS, TYPE 316, ELL, f R
1"0 STUD 1 ; E ; i_ ` I...._/� ,--,R
PI
PP Z °..
A 45°, THRD XGRV f '
REMAINING AG BASE, COMPACT I 1 W..-F
2" COLLAR ASSEMBLY I .
UNDISTURBED SOIL TO 95% RELATIVE COMPACTION a° . i .._... '___
_ PRIOR TO INSTALLATION OF (N) UNISTRUT, .7,•
2" SCH 40 ll
STL PIPE 1 � BASE ASSEMBLY TYP P3300 •• • '•
PAVEMENT
"�'.""'', GROUT LEVELING PAD ANCHOR PER MFR (TYP) . .4•: .
REQUIREMENTS - a
1" MAX HEIGHT
CONCRETE FLOOR AC PAVEMENT DETAIL PRESSURE
NO SCALE TRANSDUCER : PUMP DISCHARGE PIPING DETAIL 9
1 2 ' • NO SCALE 12
n .
EXTEND STILLING WELL .
W
LOW
N
FLANGE PIPE SUPPORT DETAIL (1) 6" BEWATRIALRM ° .4-:NO SCALE GROUT FLOOR SMOOTH ••. ° v
AFTER REMOVAL OF
'
CONC. PADS • .
FILL HOLES W/ .. ° . a
NON-SHRINK GROUT . •
05
ELECTRICAL ROOM (TYP) a T- O H
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Q • . •
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' mo,+;• ° ° e .
a
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a a
..F. " .F: i 4 .0.;Ar•f .. . • . A •
PUMP ROOM NOTES:
is1"x 6" ■ 1. LOCATE STILLING TUBE AS SHOWN ON PUMP STATION
THREAD STUD imi
2 1/2" x 1/2" FLOOR SLAB 2. SUPPORT STILLING WELL AS SHOWN.
P CRADLE PLATE
GROUT111 1/2"0 X 6" 3. STILLING WELL SHALL BE 6" DIAMETER SCHEDULE 40 PVC.
2" SCH 40 EPDXY ANCHOR SEAL PLATE TO CONC. 4. ALL MOUNTING HARDWARE SHALL BE TYPE 316 STAINLESS
LEVELING PAD 1/2" x 5"S.S.
STL PIPE TYP OF 4 12" X 12" X 1/4" W/SILICONE CAULKING STEEL.
1" MAX HEIGHT - EPDXIED ANCHOR
MI STEEL PLATE 5. EXTEND STILLING TUBE TO ONE (1) FOOT BELOW WETWELL
BOLT W/LOCKWASHER, CEILING.
w PFIW- IF 6.TYP OF 4 ANCHOR UNISTRUT TO CONCRETE WALLS W/Y2" X 5" EPDXY
a l o e °�
I , J
- ANCHORS.
8"x 8"
SLAB HOLE GROUTING DETAIL 0
CRADLE PIPE SUPPORT DETAIL 5 NO SCALE STILLING WELL DETAIL 8
NO SCALE ♦ 2 NO SCALE 1 2
RECORD DRAWING
BASED ON FIELD INFORMATION
PROVIDED BY HPS MECHANICAL, INC.
Prepared Under The Supervision Of : CITY Of FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED fl L S/oN
IMPROVEMENTS NOT COMMENCE WITHIN TWO DO Schaaf Wheeler �Q�° �-�'-. . q� SANITARY SEWER PUMP STATION REPAIRS
CONSULTING CIVIL ENGINEERS y DRAWN BY: SCALE:
YEARS OF THE DATE OF APPROVAL SHOWN HEREON S-01\,
mNo.68813 GMA AS SHOWN
AND CARRIED FORTH IN A DILIGENT MANNER, THE DIALTWO WORKING DESIGNED BY: DATE:
870 MARKET STREET, SUITE 1278 DETAILS
CITY ENGINEER MAY REQUIRE REVISIONS TO THE BEFORE I� )DAUBIRESAN FRANCISCO CA 94102GDIG s>. CIV 1� �Q GMA I 04/12/13
PLANS TO BRING THEM INTO CONFORMANCE WITH REV. 1 RECORD DRAWINGS 5/6/15 BLS 415 433-4848 9TFOF FOQC....... Date . CHECKED BY: A•PROV�?3'1I�� DRAWING NO.:'�
TOLL FREE 1-800-227-2600 CAA-\ " •���/ / � C12
STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE BENJAMIN L. SHICK R.C.E. 6..13 �r:� DATE:
BLS CITY ENGINEER R.C.E. 1152 3
4/3