S-88-4.5l
A
11
hIIALE '- 1" : 10'
ALA17MA AVENUE
EXIST. TUNTP VAULT
r T501105ED VALVE VAULT
N N
r I
EXIST. l ' BLOCK WALL-/
EXIST. ELEC. CO%M0L TANEL
EXIST. 2" I.T. WITH ANTENNA -
EXIST. A.C. VENT TITEh
ELECTMICAL WE rLAN
)CALF
EXIST. COMBINATION METER A DREAV%Fb TAIIEL
6,9H910010420i )
EXIiT. tiERVILE • 110 VOLT,MNUL PHASE
Akirii
EXNAT. UUTL
(TO REMAW
LXI1T. Gh0
(TO REMAI
EXIST. TULI
(TO PEMA
O EXIST. PUMP TANEL
r (TO REMAIN)
hT. 6Z" L >< 50" H x 14" b ENLL05URE
TO FeMAIN)
L 2 -IBC YPOWEP- CA6LE PULLED THP4J PANEL
L 1-1 "G N /W AI►2 PU6I3'L EFL TUBE
(TO REMAIN)
CONT50L CENTEN I NTEI) IM
NOT TO h)LALE
0"M BUILT ' 3-15-88,
CONCRETE SAND (SLAB DEPRESSION WIRED TO BE CAST IN Project No 11121'00_100
19. DIMENSIONS TO HD & PA HOLDOWNS ARE APPROXIMATE ONLY.
IT IS THE RESPONSIBILITY OF THE CONTRACTORS CALIFORNIA STREET sHEEr
AN
SUPERINTENDENT, THE FRAMING CONTRACTOR D THE
CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS IN THE
EXACT POSITION. PUMPING STATION 5
20. ANCHOR BOLTS SHALL BE EMBEDED INTO CONCRETE PER U.B.C.
- TABLE 26 -0, U.N.O. OF
CONVERSION
dg
• 1
R STRUCTURAL NOTES:
QLNERAL
1. ALL DETAILS, SECTIONSAND NOTES SHOWN ON THE DRAWINGS
ARE INTENDED TO BE TYPICAL AND SWILL APPLY TO SIMILAR ,
MAIN c8 Li c� AMP MA oL Tf
SITUATIONS ELSEWHERE UNLESS OTHERWISE NOTED.
i �' -��2Hp
-2. SEE ARCHITECTURAL DRAWINGS FOR DOORS, WINDOWS,
L2
M-n2 �'3- I f-- - o7c.o -�- ± ri ;"FLA
NON - BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS,
Le �,Te >,_,=
SLOPES, STAIRS, CURBS, DRAINS, DEPRESSIONS, RAILINGS,
WATERPROOFING, FINISHES, ETC.
Ce AMP M2 oL
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONSAND
CONDITIONSAT THE SITE AND SHALL REPORT ANY
??'E72 Ge
DISCREPANCIES TO THE ENGINEER. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS
INCLUDING THOSE FURNISHED BY SUBCONTRACTORS.
4. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER
GENERAL NOTESAND TYPICAL DETAILS.
® moo /teo
5. ALL CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL
NA Izo
CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING
IoA au� w
CODE.
2
6. TM DESIGNATIONS SHILL BE AS AMENDED TO DATE
-
UNLESS OTHERWISE NOTED.
!n PUMP 11
\•
- 7. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS
1P2 wituiL
s M�
OF THE WORKING DRAWINOSAND /OR SPECIFICATIONS SHALL BE
w
2 pump 02 1 N o A wl w% 60
BROUGHT TO THE ATTENTION OF THE ARCHITECT AND /OR THE
2�'1 •-T} ��k -4 M)
STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY OF THE
' R'' o-jU2 3
WORK INVOLVED.
1 IZO VOLT �
2 pop P.Awo i r ----- - - - - -- s
8. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH DESIGN.
'
19. PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLSANDAT
ALT
THE BASE OF ALL BASEMENT WALLS ( SEE DETAILS).
10. MffA TO THE SPECIFIWIONS FOR INFZRMAIION Nol COVERED
5 M t �'
c
BY THESE GENERAL NOTES OR THE STRUCTURAL ENGINEER.
'� �� e \
1 I
_ A
7 M
IN�SPTECTIONSDONE CONTINUOUSLY BYIARESHALL TERED DEPUTY
AIA�AVn •rs Kor sm sn M2 n
_ INSPECTOR CURRENTLY LICENSED BY THE CITY AND APPROVED - -
E to M2
BY THE ARCHITECT AND ENGINEER.
oJ'
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND IN
to e T
AND AROUND THE JOB SITE AND /OR ADJACENT PROPERTIES.
13. OBSERVATION VISITS TO THE SITE BY ENGINEER'S FIELD
s
REPRESENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION
14 ALt.
NOR APPROVAL OF CONSTRUCTION.
%0
14. DURINOMD AFTER CONSTRUCTION, BUILDER AND /OR OWNER
y
'
SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF
DESIGN LOADS.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND
SHORING ALL EXCAVATIONS, TEMPORARY AND EXISTING
la
STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE
2
WORK TO ASSUkE THE SAFETY OF ANY PERSON COMING IN
n
CONTACT WITH THE WORK.
20
16. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM
R L
- _ � �
P54 H" EVEL R2 LOW AIR
PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS.
- - - ..
121 2
CONCRETE
I. CONCRETE SHALL BE AS FOLLOWS:
LOCATION 28 DAY STRENGTH
A) CONTINUOUS FOOTINGS 2000 P.S.I.
TINGE LINE DIAMAM
B) FOOT INOPADS 2000 P.S.I.
C) GRADE SLAB 2000 P.S.I.
NOT TO hCJ•ALE
D) GRADE BEAMS 2000 P.S.I.
E) WALLS 3000 P.S.I.
NOTE: A HIGHER OWE OF CONCRETE MAY BE SUBSTITUTED FOR
THOSE SHOWN ABOVE, BUT WILL BE SUBJECT TO THE CODE
REQUIREMENTS OF THE HIGHER GRADE.
2. CEMENT SHALL CONFORM TOASTM C150, TYPE 11.
3. HARDROCK AGGREGATES SHILL CONFORM TOASTM C33. THEIR
MAXIMUM SIZE SHALL BE 1 112 INCHES FOR FOOTINGS,
CAISSONS AND GRADE BEAMS MD I INCH FOR ALL OTHER WORK.
4. LIGHTWEIGHT AGGREGATES (CONFORM TOASTM C330) SHALL BE
APPROVED AND THEIR MAXIMUM SIZE SHALL BE 1/2 INCH.
6. A STATEMENT OF MIX DESIGN SHALL BE MADE FOR CONCRETE
DESIGNED BY METHOD 11. THE AVERAGE TRIAL BATCH STRENGTH "
SHALL EXCEED THE SPECIFIED STRENGTH F'C BY 25% OR 900
P.S.I., WHICHEVER IS THE LEAST. COPIES OF THE MIX DESIGN
SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, ENGINEER,
AND BUILDING DEPARTMENT FOR APPROVAL BEFORE USE,
6. ONLY ONE KIND OF CONCRETE SHALL BE POURED ON THE" AT
ONE TIME.
7. CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE IN
EXCESS of 2000 Ps. I.
PIE FEMN CE NOTEi
- REINFORCING STEEL
AND INSTALL %014 :R5IBC.E JUNCTION WXE6 EQUAL TO
8. CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS: I . ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS
OFUWJI,5H
V-II 1.AP* V05-&4*1 ALL CONDUITS ARP GA 0r;, IN ACGOPMNOE WITH NEMA G
A) POURED AGAINST EARTH ..3 INCHES CONFORMING TOASTM A615 AS FOLLOWS UNLESS OTHERWISE
STANVAPPO-
-B) EXPOSED TO EARTH, BUT POURED AGAINST FORMS SHOWN:
..2 INCHES A) •'4 BARSAND SMALLER ..GR40
®2 6RAL. ALJ CONPUITro IN ACCOPPANCE WITH APTICLE 500 OF THE N.R.G
C) MAIN BARS IN COL'S AND BM'S ..2 INCHES B) •5 BARS AND LARGFR ..OR60
D) STRUCTURAL SLAB ..1 INCH 2. ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE,
®3 CONTACT DOV3 A0HzINC75P? WUTH5?-N CAUFORNIA F-MroN CO. (-7I+)805•0276
E) WALLS ..I 1/2 INCHES GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR
2 Wop1cIN6 PAYS IN APVANCE fi712 UNpW&PoUNP INrFE TION.
F) SLABS ON GRADE AT CENTER °^"^
9. ALL REINFORCING SHOWN CONTINUOUS SHALL BE LAPPED 30 3. ALL BENDS 10 BE MADE COLD
AL
DIAMETERS (OkADE 40) OR 36 DIAMETERS (OWE 60) AT 4. NOT WELD GRADE 60 REINFORCING UNLESS SPECIAL
SPLICES SHILL BE MADE AWAY FROM POINTS OF MAXIMUM APPROVAL IS OBTAINED FROM STRUCTURAL ENGINEER.
MI
STRESS. MINIMUM LAP SHALL BE 2' 0" LONG. S. GRADE 40 REINFORCING MAY BE WELDED WHEN REQUIRED.
10. BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES,
INSURE PROPER PLACEMENT ALL OPENINGS, SLEEVES, 6. CONCRETE STRUCTURAL MEMBERS (SLABS, BEAMS, ETC.) SHALL
E NOT BE STRIPPED UNTIL THE CONCRETE HAS REACHED ITS
CURBS, CONDUITS, COLTS, INSERTS, ETC. RELATING TO WORK.
N
11. ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS O
?. HYDROGEN WELDING RODS LOW HYDRO DESIGN STRENGTH.
SHALL BE USED FOR ALL
SHALL BE LOCATED BY THE TRADES INVOLVED AND SHALL BE
APPROVED BY THE ENGINEER. WELDING REINFORCING RODS.
OoNTPAGTC4z TO COl7RPINATB WOPIc- WITH rioUTHr-_W GAUFi:pPNIA
12, DRYPACK CONCRETE SHALL BE ONE PART PORTLAND CEMENT B. ELECTRIC WELDED WIRE MESH SHALL CONFORM TOASTM A185
WHO WILL M CHAN61N& EX16TIN6 eeI2VICE FPOM 120v To 2t7ov.
AND ONE PART SAND WITH SUFFICIENT WATER TO ALLOW A OR60 (EXCEPT IN SLABS ON OWE WHICH MAY BE 61140).
-
SMALL AMOUNT OF PASTE TO COME TO THE SURFACE.
13. CONCRETE GROUT SHALL BE NON- SHRINKING WITH SUFFICIENT
WATER TOALLOW POURING ULTIMATE COMPRESSIVE STRENGTH
(F'C) AT 28 DAYS SHALL EQUAL 2000 P.S.I.
14. MIX THAT PRODUCES LOWEST SLUMP COMPATIBLE WITH
PROPER PLACEMENT SHALL BE USED. (4-1/2" MAX SLUMP
UNLESS OTHERWISE APPROVED BY STRUCTURAL ENGINEER).
15. LOCATION OF CONSTRUCTION OR POUR JOINTS MUST BE
APPROVED BY THE STRUCTURAL ENGINEER IF OTHER THAN
SHOWN ON THE PLANS.
16. NO PIPES OR DUCTS EXCEEDING ONE -THIRD THE SLAB OR WALL
THICKNESS SHALL BE PLACED IN STRUCTURAL CONCRETE
UNLESS SPECIFICALLY DETAILED. SEE THE MECHANICAL AND /OR
ELECTRICAL DRAWINGS PER LOCATION OF SLEEVES THROUGH
WALLS AND FLOORS.
17. ALL REINFORCING STEEL, DOWELS AND ANCHOR BOLTS AND
OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO
POURING CONCRETE.
10. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES,
CONCRETE SAND (SLAB DEPRESSION WIRED TO BE CAST IN Project No 11121'00_100
19. DIMENSIONS TO HD & PA HOLDOWNS ARE APPROXIMATE ONLY.
IT IS THE RESPONSIBILITY OF THE CONTRACTORS CALIFORNIA STREET sHEEr
AN
SUPERINTENDENT, THE FRAMING CONTRACTOR D THE
CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS IN THE
EXACT POSITION. PUMPING STATION 5
20. ANCHOR BOLTS SHALL BE EMBEDED INTO CONCRETE PER U.B.C.
- TABLE 26 -0, U.N.O. OF
CONVERSION
dg
• 1