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, 1>1 i P: : EN THICK & FLUSH WITH STRE
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_____ - __---- - ---,--- __-, I - \-\, , ---,------------ ."__ � AME SHALL BE INCLUDED IN PRICE I -& INTERIOR OF I -
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- ____1 __ 4- IF THE OSTA14CE BE' EEN THE FLOW It .. .119. .
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- "--- �� -__ I >1 SHALL BE CONSTRUCTED. � . I I THAN OR'EQUAL TO 12 FEET,THE M.NHOLE I �-;,-�jt'-,,,
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IAL PROJECT
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I Lj ETFACS D,
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3 4 INDEX TO SHEETS Q) YAMABE a . HORN ENGINEERING, INC. DATE 106d:Sl&&(4
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:t ADERO
.5665 E. WESTOVER FR�SNO , CA. 93727 `31 1 CONSULTING CIVIL ENGINEERS REV. CITY OF ATASC,
Exp /88 TITLE SHEET
COMPILED BY PHOTOGRAMMETRIC METHODS - 5703
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SEE SHT No. 4 FOR DETAILS, LEGEND and GENERAL NOTES.
A
AERIAL
SSIO
10METFUCS DR. BY MM PROJECT DR. By
N, D.
C H. BY - B 0 RD, E A U X HOUSE REV.
3 4 INDEX TO SHEETS
YAMABE a HORN ENGINEERING, INC. D 10
5665 E. WESTOVER FRESNO , CA. 93727 Ar AT E
0501 CITY OF A A CA R
CONSULTING CIVIL ENGINEERS REV. &-_24-8(p
txp. 3/31 `88
COMPILED BY PHOTOGRAMMETRIC, METHODS \5V TITLE SHEET
FROM AERIAL PHOTOGRAPHS TAKEN 1-3-86 (209) 292- 15TO3
u - 6
SCALE I*= ?-o, CONTOUR INTERVAL 1 3097 WILLOW AVENUE, SUITE 8, CLOVIS, CALIFORNIA 93612 UTILITY PLAN
7F r; JOB OF 7 SHEETS
NO. 94-lt6
"14
I-MAXIMUM ALLOWASLE SOIL, BEARING PRESSURE 10 AS FOLLOWS:
5/8" 0 BOLTS. AT 24"O.C.
SPOT WELD HEAD 2-MAXWOM 3#ZE AG"14ATE SMALL BE AS FOLLOWS:
TO BEAM FLANGE
3/8 PLATE
71 7 7' MINIMUM COOSPMESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS:
7
W 10 X 12
woo-- IIIAR AND
BEAM 4-ALL DOMENSIONS SHOWN FOR LOCATION Of REINFORCING STEEL ARE TO FACE OF
1__2"GALV. THREADED DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE COVERAGE SMALL W
PI PE AT WALL AS FOLLOWS:
f foot CONMT9 DEPOSITED WAECTLY AGAII43T GROUND (EXCEPT SLABS)
�e Foot CONCRETE EXPOSED TO GROUND BUT PLACED IN FORMS
11/2" TO TIES IN COLUMNS
5/8" X 12" BOLTS We TO STURRUPS IN BEAMS
I* FOR VERTICAL WALL BARS UNLESS SHOWN OT14ERWISE
3/4* FOR BARS *4 SLABS ON FORMS
PLACE REINF. AT MID-THICKNESS FOR SLA83 ON GROUND.
N E NT DETAIL or 1 1/2" DRYPACK
OUS REINFORCEMENT Oft
REINFORCING AS USED IN WALLS. WALL
5-ALL SPLICES IN' CONTINU
FOOTINGS, ETC. SMALL HAVE A MINIMUM LAP OF 3t DIAMETERS
i 4!- APART. VERTICAL WALL BARS
4r7p SPLICES I" ADJACENT SAAS SHALL BE NOT LESS THAN
AT SPLKU
BARS MAY BE WIRED TOGETHER
SHALL BE SPLICED AT OR NEAR FLOOR LINES
OR LAPS EXCEPT FOR TOP REINF OF BEAMS AND SLABS, OR WHERE SPECIFICALLY
DETAILED TO BE SEPERAT
CONCRETE 50 AS TO CAUSE
6 SHALL NOT BE DROPPED THROUGH REINF STEEL (AS I N WALLI
A A- SEGREGATION Of AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL CHUTES OR TRUNKS
t- 11+ HS SO THAT FRE
IP - SHALL K USED. CHUTES OR TRUNKS SHALL BE OF VARiABLE LENOT
x V4 3/8 PLATE
UNCOWINED FALL Of CONCRETE SHALL NOT EXCEED FIVE (6) FEET AND A SUFFICIENT NUGIM
F-f - I SHALL BE USED TO INSURE THE CONCRETE BEING LEVEL AT ALL TIMES.
i4rrt+ #
zz zz -z z/ g 7- HORIZON L
_H
L ro I T4 it I I AGGREGATE SOLIDLY EMBEDDED.
D 8-ALL STEEL COLUMN BASE PLATE$ AND STEEL BEAMS BEARING ON CONCRETE SHALL KAR
A I
NUTS EXCEPT AS NOTED OTHERWISE.
C�, UPON I V2* DRYPACK AND LEVELING
BEAM 3 X 3 X 1/41
LS, OPENINGS SHALL K DRY
x 9-WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WAL
TO
4 PACKED AFTER STEEL IS. 114 PLACE.
< 3/4 0 A325
BEAM IT PROPOSED POOR 3CHEWLE FOR EN04NEERS APPNOVAL PRO" TO
10-CONTRACTOR SHALL SUBM
W 10 X 12 fOWING On POURINS Of ANY CONCRETE WORK.
THE
-BEARING WALLS FOR LOCATfus
11-SEE AMWTECTup AL PLANS FOR SIZE AND LOCATION OF MON
ANCHION BOLTS.,
12-THE CONTRACTOR SHALL FURNISH AND INSTALL V2' PREMOLDED EXPDX340H "TO IN ALL
EXTERIOR WALKS AND SLASS AS INDICATED ON DRAWINGS, BUT in NO CASE MM THAN
24'-e O.C_
40*3-*6 BARS,GRiDE 60 7 WS AND LARGER-
13-ALL REJNFORCING SHALL BE GRADE
L
WNrIATION AND Cf'%NrPETE Nu--%TP"S
PE5` E A M E T A 1 L
FC,
7 PUMP STA.No. I PUMP STA. No. 2 32DIA
PUMP CHARACTERISTICS L169M
1127MI
all *ro Rol 0 V,&A::11:Fe OCIO I/-y PUMP CAPACITY 150 GPM 150 GPM
P L A N VIEW
TOTAL DYNAMIC HEAD 5Z FT. 84 FT.
9WOLE C,
MIN. PASSING SOLID 3 MIN. 3 MIN.
CURTAI
EBARA MODEL 80DY6Z5 80DVC611
zY ve/vr P11=e C_5�5=e MOTOR CHARACTERISTICS 6DIA.,
r"A5 L
15
ell HORSEPOWER to 46
RPM 1800 1800
,^L- E" ftzK W14t-A��
VOLTAGE� 230/460 230/4.6Q 4
PHASE 3 3
W
;3KIPM i44P CURTAIN
AMPS 24/12 37/18.5
W—, 00AIZ24,11 7- ro
SYSTEM OPERATION:
ALL- L�l
Lif t Stations shall be wired so that only one station may operate
7 at a time. A time clock shall be installed into each station so
I.N
/_//C�7_0 r14r1zW that neither lift station will " pumping during peak flows fora
#6�e 3 hour period, or until peak flow levels for the station are
//-�ORC�E reached. The actual time of this 3 hour period shall be
a 1�=Vc t9clq. 40 determined by the City of Atascadero. All other time periods the
shall operate at the average flow levels shown. MINIMW BEND DIAMETER
_U__ _74 41V pump
BAR SIZE MINIMUM DIAMETER
N
CONTROL OPERATION:
T","o 0 U, d"cl, 4� 11z, O-tr—--6*-
3 THRU a
6 BAR DIAMETERS
: #
09.4H mrII- Lowest float shall stop both pumps. Second float shall start the + A
rWP1*L11 Ale, lead during average flow periods and the lead pump shall 9 THRU I 1 8 BAR DIAMETERS
Nror 016C14 N4&,LYIS,
alternate each start. 7he third float shall start the lag pump 414 AND 416 10 BAR DIAMETERS
during average flow periods which shall operate regardless of the
status of the lead pump. The time clock shall override the INSIDE DIAMETER OF BEND
second and third floats during the 3 hour peak flow period, in 63 STIRRUPSTIES & HOOKS SHALL NOT BE LESS
which floats four and five will operate the same as the second THAN I Ile
and third floats. When a pump is started it shall remain'on
-W 7 A D Co 0 C. A10RI Z. until stopped by the lowest (pumps off) float. Float six (upper.),.
h4DIAt 21/2"MIN. 12 DIA.
Fb,,-4 LEA- 66,e,4--O shall control the alarm. h#
T
CONTROL SPECIFICATIONS:
The enclosure shall be NEMA3 deadfront. All controls shall be on-
'�he* inner door. The entire control shall carry an approved L6 DIA. L 21/2' MIM.q-
WAr�6R%9ro,'c" testing laboratory label for intrinsically safe controls. There MINIMUM
shall be separate disconnects, H-0-A switches, run lights,
contactors, and motor protection for each pump. The control DIAMETER
SEE ABOVE ALTERNATE
voltage shall not be over 120 volts and shall be isolated by a %
k-_ transformer with voltage spike protection. The floats shall TYPICAL 45
consist of a mercury switch potted in polyurethane and hung from
a weighted cord. ......
The pumps and control shall be designed to compliment each other P"EIN-FU` RC1NG% BAR% "'ETAIL.E3
K U
and shall come from the same, supplier whom shall have full time
trained personel to troubleshoot problems and provide warranty
6ervice.
W NOTES
H rz�i Few M ril'1�1 1. ACCESS LID TO BE DIAMOND PLATE WITH MOUNTING FRAME AND HOLD-OPEN DEVISE.
2. LIQUID LEVEL FLOATS TO BE MERCURY-SWITCH BULK TYPE.
.4 ALARM TOBE BELL OR HORN WITH LIGHTED SILENCING BUT10N.
-06-
4. ALL 0CNSTRUCTK)N SHALL BE IN COMPLIANCE WITH THE CURRENT EDITIONS OF ALL
*,q(z C.'O.'r. Raw Z.
APPLICABLE STATE, AND FEDERAL.CODES. .884
GENVIERAL Nf'%-rES 880
�,444)W
Z/4 1,W_ /
/=121
ow 1.9,
876
874
49,
SO4 872
L
902 870
40q
S E C T 10 N A -A
8% 866
&64
894 862
17
I tZ a
4 1�/7-5 r-J/VIP,b. 4 860
ELEVATIONS 49 PUMP CYCLE DIA17RAM
886
STATION __ -,-No. 2
_-trL.a8o:��r- SCALE; I a 31-'0
884
ELEVATIONS 8 PUMP CYCLE DIAGRAM
5 TA rION No.
SCALE- I*z 3'-0*
By
PROJECT M^ DR.
J R
DR. BY DVRDEAUX HOUSE
REV.
-D.
H. By ROD
C APARTMENTS
P> YAMABEa HORN ENGINEERING, INC
DATE
---A'TASC DERO--
3 50 CITT OF A
f `_ CONSULTING CIVIL ENGINEERS REV.
E 3/811-8
SHEET
TITLE
_ 5703 -
(209) 292
SEWER. LIrFT STATION U, z'71
309T WILLOW AVENUE, SUITE 81 CLOVIS, CALIFORNIA 93G12 1$4-138 OF SIIEETS
J0
3.
7 42
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