HomeMy WebLinkAboutS_5162_S!8'-8'±
/(J'± 5'-g'± I 2'-g'± 4' -6'± 4' -(J'± /0'± /CJ±
I
CUT 24' 0 HOLE EXIST. 4'-2"± SQ
CONSTRUCT NEW IN EXIST. ROOF SLAB REMOVE EXIST.
ACCESS HATCH &
RISER (SEE NOTE I!
RISER LADDER
~:--TO REMAIN
EXIST. 3'-4'± SQ
RISER ~_REMOVE EXIST. 24" 0
MH & RISER
32" SQ HATCH & 24' 0 MH ---r-,,_
r------7
J_ ..----. I r-----r;:;---°"--
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NOTE I:
oll
~
C,,}J. II REMOVE STIWNG
WELL WALLS BELOW
I I REMOVE 42' SQ SECTION I OF EXIST. ROOF SLAB I
L _________________ J
8'-0"±
I ' t PUMP & MH
PROTECT EXISTING REINFORCEMENT AND
INCORPORATE IN NEW CONSTRUCTION.
DAMAGED REINFORCING SHALL BE REPLACED
IN KIND OR TO MATCH NEW ADJACENT
CONSTRUCT/ON.
ROOF PLAN (REMOVAL)
SCALE: ½" = /'-0"
CITY OF NEWPORT BEACH GENERAL NOTES:
I
2
3
4
5
6
7
THE CONSTRUCT/ON OF ALL PUBUC IMPROVEMENTS SHALL CONFORM TO THE
REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCT/ON STANDARDS.
STANDARD SPECIAL PROVISIONS. DESIGN CRITERIA STANDARD DRAWINGS
AND THE 'STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION",
/994 EDITION AND SUPPLEMENTS.
EXISTING UNDERGROUND UT/UT/ES ARE SHOWN AS PER AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING
CONSTRUCT/ON OF THE NEW FAG/UT/ES.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND
FINISH TO ALL ADJOINING IMPROVEMENTS.
ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS,
DRIVEWAYS, AND WALKWAYS.
THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBUC WORKS
DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-
331 I. THE PUBUC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE
NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY
CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR
UN£ AND GRADE AND COMPARABIUTY WITH EXISTING CONSTRUCT/ON.
THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5! FEET IN
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING
OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS
LESS THAN FIVE (5! FEET IN DEPTH SHALL ALSO BE GUARDED WHEN
EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE
EXPECTED.
THE CONTRACTOR(SJ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK AS DESCRIBED IN No. 6 ABOVE FROM CAL-OSHA
8 THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN
ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106.
9 THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL
LANE CLOSURES.
/0 BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL
HAVE THREADED PARTS COATED UBERALLY WITH AN APPROVED ANTI-SEIZE
COMPOUND.
8'-0"±
STRUCTURAL NOTES:
I
2
3
4
5
6
ALL CONCRETE SHALL BE CLASS 650-18 OR C!-4000.
ALL REINFORCING STEEL SHALL BE GRADE 60.
EXPANSION JOINT BOARD SHALL BE POLYSTYRENE JOINT FILLER PER SECTION
201-3.3 OF THE STANDARD SPECIFICATIONS.
DRILL AND GROUT DOWELS SHALL CONFORM TO THE STATE OF CAUFORNIA
DEPARTMENT OF TRANSPORTATION (CALTRANSJ STANDARD SPECIFICATIONS
JULY, /992 SECTION 5/-/.13.
DRILL AND BOND DOWELS SHALL CONFORM TO CALTRANS STANDARD
SPECIFICATIONS SECTION 83-2.020{/!.
ROOF HATCHES SHALL BE EQUIVALENT TO 8/LCO CO.MODEL D CONSTRUCTED
OF STAINLESS STEEL W/ STAINLESS STEEL HARDWARE AND DESIGNED FOR
H-20 WHEEL LOADING. DOOR LEAFS SHALL HAVE A RECESSED PADWCK HASP
COVERED BY A HINGED UD FLUSH WITH SURFACE.
5'-g'±
I
NEW 6'-0' OPN'G
!1 CONSTRUCT
, NEW 30"@ MH
2'-5'± I
8'-0"±
I ' I [ PUMP & ACCESS
OPN'G
2'-g'±
7
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/8'-8'±
4'-0"±
PLACE NEW RE/NF CONG SLAB
OVER I' EJ BOARD PLACED
DIRECTLY ON EXIST. ROOF SLAB
/(J±
/1 a
ROOF PLAN (CONSTRUCTION)
DESIGN CRITERIA
LOADING:
SCALE: ½" = f'-(J'
DL CONCRETE = 150 PCF
UV£ LOAD • H-20 TRUCK
ALLOWABLE STRESSES: WORKING STRESS DESIGN
F~IOI
CONSULTING
ENGINEEFIS
DATE
fc' • 4000 ps! fy = 60000 ps!
fc = 1800 psi fs = 24000 ps!
BY DESCRIPTION
REVISIONS
n=8
APPROVED
ljllLITIES
.C.E. NO. 46214
DATE 3 -"'l -" 7
APP'D DESIGNED DRAWN
H. FEILEN B.S./A.B./5.W.P.
CHECKED DATE
0. Z. KAYIRAN 3/07197
UM/TS OF EJ
BOARD. TYP
LIDO ISLE SEWAGE PUMP STATION
ROOF MODIFICATION PROJECT
PLAN VIEW
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
S-5162-S
SHEET I OF 2
PLANV I EW, OGN 2-25-97
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OMfT EJ BOARD
10'@ OUTSIDE W/lLL
12'@ CENTER W/lLL
8" AROUND OPN'GS
FIN. SURF ACE
½'FILLER-----
PROTECT EXIST.
INTAKE VENT
SEALANT /lLL
AROUND
"5 DWLS @ 12"
TYP ,,,:-LAP MIN 15"
2-*5 (.')
@ 3'
NEW 30'RJ MH
~--WRAP W/ ½' EJ FILLER
~-PCC SLAB CLASS 650 -C -4000
REMOVE LEVEL GAUGE RISER
NEW 42"50
a
55 HATCH TOPPING SLAB MAY BE PLACED
CLASS 520-C-2.500
---2-"5 ....--;,_-"4 @ 12" EA WAY
ALL AROUND ~~~;:;=}~t,.~~fF-=:::,fl ::::'..=j:r;.:f~_;::::;:=:=::;:~::::;;::=;:~
• • r, • • • r,. • _> .. II-: _,,. : • b-: •
f LAP MIN /5' FULL DEPTH OR OVER SAND BED.
@ 3'
CONG.WALK
AS OCCURS
DRILL AND BOND
''5 x l'-4' DWL
@ /8" 0. C. !N
I'@ x 5' DEEP
HOLES
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•• 'I,.. • I,.. I,.. I,.. • I,..
"7 @ 8"
"8 @ 7'
PROVIDE 2. BARS
EA SIDE OF OPN'GS
REMOVE PORTION
I OF EXIST. ROOF SLAB
' I
MO1iOR ROOM
'
I! I I 1!1
Iii
PUMP ROOM
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REMOVE PORTION
OF EXIST. BDDL.51.AB I----~~
REMOVE STIWNG
WELL WALLS
WET WELL
SECTION A -A
SCALE: ½" • /'-0'
11
!'-!" FIRST PLACEMENT
OF CONC./lLLOW TO REACH
'-+--/' EJ BOARD DESIGN STRENGHT BEFORE
PLACING UPPER SECTION
,
SEE6 FOR
INFO. NOT
SHOWN HERE
OPN'G
; . .
½" EJ & FILLER
CJ
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__d.....--4 -"4 x 9'-U'@ 2. ½" OC
' ' '
3' CLR.
DETAIL
.
• 0
FILL W/ CONG.
EXIST. MH
OPN'G
DETAIL
CJ TOPPING SLAB
NEW CONG. ROOF _SLAB
DRILL & GROUT OWLS
EXIST. CONG. ROOF SLAB
¾' • l'-0'
~KM
CONSULTING
ENGINEEFIS
DATE BY
n ½" EXP JT & FILLER
CJ
OPN'G . "1 .
NEW CONSTRUCT/ON --~
DRILL AND BOND "5 x 12.' DWLS
@ /8" 0. C. IN I'@ x 5' DEEP HOLES
PROVIDE SMOOTH SURFACE
FINISH@ REMOVAL FACE-----~
CUT BACK ENDS OF EXIST.
RE/NF. MIN. I' AND FILL SOUD
WfTH NON-SHRINK GROUT
¾"CHAMFER
• '
:
' .
' ..
. . " . . '
0
•
3' CLR.
0 •• . CLEANED AND ROUGHENED
CONSTRUCTION JOINT
POLYSTYRENE
EJ BOARD
EXISTING
ROOF SLAB
TYP OPENING EDGE DETAIL 2
¾" • !'-0"
NEW 2. -"5 □
2.4' (l) MH
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2. -"5
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DRILL & BOND ' I
OWLS PER I
DTL6 ' LJ I
' I
I~ MIN.!
3'-4' !
DETAIL@
¾" = !'-0"
APPROVED
. ND. 46214
DATE 3-7 -"1"7
NEW 34" SQ
ACCESS HATCH
r:;_
I
EXIST.RISER RE/NF
TO REMAIN OR REPLACE
IF DAMAGED. SEE NOTE I
ON REMOVAL PLAN SHT.!
4 -"4 X /0'-4"•
' 4 -"7 x !0'-4'•
I
~I EXIST. ROOF SLAB
LIDO ISLE SEWAGE PUMP ST A TION
ROOF MODIFICATION PROJECT
SECTIONS AND DETAILS
DESCRIPTION APP'D DESIGNED DRAWN
H. FEILEN B.S.IA.B./S.W.P. CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
S-5162-S
REVISIONS CHECKED DATE 0. Z. KAYIRAN 3/0T /97 SHEET 2 OF 2
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