HomeMy WebLinkAbout1817-1mi
MI
(4) 1/211 STN, z)
ANCHOR BOLT!
I
(4) 'h" DIA. ANCHOR (6) '/2" DIA. ANCHOR
BOLTS _ - BOLTS
t I- --
I -f - - --
0
6 7
16 16 T * 11 J
X31
I� 6sCNO
4j
---t- 9 1
-- 7
14 NOTE
rE
P CHECK MANUFACTURERS SHOP PLANS
FOR 10.4 8, 8-4 MAX. POWER CORDS ONLY FOR POWER CORD SIZE
DETAIL A
N.T. S. L- I
91- 2 1/211 8'- 31/2" g'_ 2'1 811
N. T. S.
2 � PUMP NO. 2 (BACK-UP)
GUIDE RAILS SL- I SL -I SEE GENL. NOTE NO. 9
i I
i 81/411 LIGHT POLE BASE
n 1\l IMC' MA11 0
�I e I 4"'ll/
�E E
�< < I,LAN - SEWER LIFT STATION
se sH-r. _ i
FOR LE AT N
DEl'AI ND ,
CONN TION '
OF R ON
SY EM
SCA L E : 3/8"= I' - 011
r IOOA METER -SEE DWG. E -I
FOR PANEL REAR SIDE
18
LOCKING HASP FOR PADLOCK
(TYP. 3) LOCKS BY OTHERS
I 8 6'- 011 SQ
13
I L -I S-1
C-le,13 C
SL -I SL -I 11- 13/4" SL -I SL -I
I
DROP I
HANDLE Z
\-CL PUMP
PUMP BASE PLATE DETAIL B
N.TS. SL -I SL -I
1-0►
.�" 1 I
=4 1 AW WA C900 CL 200
PVC FORCE MAIKI PIPE
T.O.W. EL. 1108.33
SEE PLAN THIS SHEET AND
SHEET S -I FOR EXACT DIMENSIONS
ANO LAY-OI�T.
CONSTRUCTION NOTES:
N0.
DESCRIPTION QUANTITY
U)
OHIGH
LEVEL ALARM, TURN ON PUMP NO.
xm■■■■■■■
z
112 11
(BACKUP PUMP), AND PUMP NO, I REMAINS ON .
NA
U
D
TURN ON PUMP N0. 1
NA
EMOREMMMMMMMMMMMMMMMMommeommommmmommoommmommm
OLOW
LEVEL, TURN OFF PUMP NO. 1 AND PUMP N0. 2.
NA
HYDROMATIC MODEL S4NX WITH 7.3111 DIA. IMP. AND
(VOTE NO. 4)
1 EA
5 BHP MOTOR SUBMERSIBLE SEWAGE PUMP OR APPROVED
61-O" x 8'-011 R.C. VALVE BOX, (SEE GENERAL
PUMP CHARACTERISTICS ---- VALUES WET WELL DYNAMICS:
EQUAL. 240 V POWER, SINGLE PHASE.
2
EA
O4"
C . I . 900 LONG RADIUS BEND, FLANGED ( SEE GENERAL
FLOW @ DESIGN POINT 98.1 GPM BOTTOM ELEVATION
NOTE NO. 10 WHERE APPLICABLE.)
3
EA
O41Ix4"x4"
C.I. FLANGED TEE
1
EA
�7
4" CHECK VALVE, SWING TYPE, LEVER AND SPRING
■_ ',■I.m■■■■■.m®■®■■►■■■■■■■■■■■■■■■■■■■■■■
PIPE ENTRY INVERT
OPERATED, FLANGED, AMERICAN DARLING #52SC OR
PUMP CARRIER WITH STAINLESS STEEL GUIDES
4 EA
nomemmmogammmommmmmammmmgqmmmmmmmmmmmmmmmmmmm
APPROVED EQUAL
2
EA
O4"
ECCENTRIC PLUG VALVE, FLANGED,
VELOCITY HEAD 0.3STORAGE DYNAMICS
STATION LOSS & MISC.
DEZURIK SERIES 100 OR APPROVED EQUAL
2
EA
-�5FLUCTUATION
4" DRESSER CPLG. STYLE153 (SEE GENERAL NOTE
ELECTRICAL CONTROL BOX WITH ALL REQUIRED
DESIGN TDH: 37.00 STORAGE IN 61 DIA.
NO. 10)
2
EA
-� 10
4" HYDRAULICALLY SEALED DISCHARGE FLANGE
2
EA
11
NOT USED
2
EA
12
PIPE SUPPORTS (ADJUSTABLE) - SEE DET. 9, SHT. S -I.
3
EA
(NO SERVICE FACTOR) 5 H P @ 1750 RPM SIZE
2 1
4" C . I . FLANGED COUPLING ADAPTOR
5 EA
13
MODEL: S4NX SUBMERSIBLE SEWAGE PUMP,
U)
■� '' ■■■■■■■ • 50 RPM
w
xm■■■■■■■
z
CL
B I L C O TYPE JD WITH SS HARDWARE FOR WET WELL.
U
PROVIDE ASSOCIATED CONC. PRODUCTS, INC. "TCSERIES FOR
VALVE VAULT OR APPROVED EQUAL.
EMOREMMMMMMMMMMMMMMMMommeommommmmommoommmommm
PUMP/SYSTEM CURVES
14
�2" DIAMETER R.C. WET WELL, (SEE GENERAL
(VOTE NO. 4)
1 EA
15
61-O" x 8'-011 R.C. VALVE BOX, (SEE GENERAL
PUMP CHARACTERISTICS ---- VALUES WET WELL DYNAMICS:
NOTE NO. 5)
1 EA
FLOW @ DESIGN POINT 98.1 GPM BOTTOM ELEVATION
�� 16
2" STD. STAINLESS STEEL GUIDE RAILS
TOTAL DYNAMIC LIFT: LOW LEVEL PUMP OFF
'
4 EA
, HIGH LEVEL PUMP ON
LOW W.L. TO OUTLET 6.38
■_ ',■I.m■■■■■.m®■®■■►■■■■■■■■■■■■■■■■■■■■■■
PIPE ENTRY INVERT
[elm Naa®azm■■o■ss■■msmo■■■■■■■■■■■■■■■■■■■■
PUMP CARRIER WITH STAINLESS STEEL GUIDES
4 EA
nomemmmogammmommmmmammmmgqmmmmmmmmmmmmmmmmmmm
PIPE ' F LINE)
OUTLET ( M CENTER IN
VELOCITY HEAD 0.3STORAGE DYNAMICS
STATION LOSS & MISC.
-� 18
NEMA 3R VANDAL PROOF FACTORY WIRED & TESTED
-�5FLUCTUATION
ELECTRICAL CONTROL BOX WITH ALL REQUIRED
DESIGN TDH: 37.00 STORAGE IN 61 DIA.
INDICATING LIGHTS, ETC.
1 EA
EXPECTED EFFICIENCIES 31-33% PUMP OUT TIME td 98.1 GPM
19
REINFORCED CONCRETE PAD a FOOTING, SEE DRAWING S -I
-2 EA
REQUIRED HORSEPOWER 3 HP FORCE MAIN DYNAMICS:
20
LINING PER GENERAL NOTE NO. 6
1 EA
MOTOR SIZE LENGTH (FT)
■ �,-e�■■■■■■d►■®s■■■■►moi �■■■■� ■i■■■■■
(NO SERVICE FACTOR) 5 H P @ 1750 RPM SIZE
2 1
4" C . I . FLANGED COUPLING ADAPTOR
5 EA
REQUIREMENTS:
'mmmmmmmmmmmmmmoomwmmmmmeenommmmmmmmmmmmmommom
SOLIDS SPHERE 311 MIN. CONTINUOUS RISE ?
�� 22
4" 90° FLANGED BASE BEND, HYDROMATIC STYLE 128,
MIN. HOR,Z. RADIUS
■■I■■■■w■■■■■■■■UNIw ■■■■■ ' ■■■■■■■■■■■■■■■■■
2 EA
SIZE OF IMPELLER 7.3t* MATERIAL, 200 PSI MIN.
�� 23
■■N■■■■■■■■■■■■ = ■■■■■■■■■■■■■■■■■■■■■■■■■■
■■E■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■�■
■■■■■■M■■■M■LITERS
2 EA
460 800 1200 1 �00 2600 24-00 2800
FLOW PER MINUTE
13
ALUMINUM HINGED DOOR FOR WET WELL AND VALVE
U)
w
w
BOX (SEE PLAN 'C' FOR SIZES OF OPENINGS);
z
CL
B I L C O TYPE JD WITH SS HARDWARE FOR WET WELL.
U
PROVIDE ASSOCIATED CONC. PRODUCTS, INC. "TCSERIES FOR
VALVE VAULT OR APPROVED EQUAL.
2 EA
PUMP/SYSTEM CURVES
14
�2" DIAMETER R.C. WET WELL, (SEE GENERAL
(VOTE NO. 4)
1 EA
15
61-O" x 8'-011 R.C. VALVE BOX, (SEE GENERAL
PUMP CHARACTERISTICS ---- VALUES WET WELL DYNAMICS:
NOTE NO. 5)
1 EA
FLOW @ DESIGN POINT 98.1 GPM BOTTOM ELEVATION
�� 16
2" STD. STAINLESS STEEL GUIDE RAILS
TOTAL DYNAMIC LIFT: LOW LEVEL PUMP OFF
FOR PUMPS
4 EA
, HIGH LEVEL PUMP ON
LOW W.L. TO OUTLET 6.38
PIPE ENTRY INVERT
17
PUMP CARRIER WITH STAINLESS STEEL GUIDES
4 EA
LIFT IN F.M,. 11
FRICTION LOSS @ 98.1 GPM 177..33 HIGH LEVEL ALARM
PIPE ' F LINE)
OUTLET ( M CENTER IN
VELOCITY HEAD 0.3STORAGE DYNAMICS
STATION LOSS & MISC.
-� 18
NEMA 3R VANDAL PROOF FACTORY WIRED & TESTED
-�5FLUCTUATION
ELECTRICAL CONTROL BOX WITH ALL REQUIRED
DESIGN TDH: 37.00 STORAGE IN 61 DIA.
INDICATING LIGHTS, ETC.
1 EA
EXPECTED EFFICIENCIES 31-33% PUMP OUT TIME td 98.1 GPM
19
REINFORCED CONCRETE PAD a FOOTING, SEE DRAWING S -I
-2 EA
REQUIRED HORSEPOWER 3 HP FORCE MAIN DYNAMICS:
20
LINING PER GENERAL NOTE NO. 6
1 EA
MOTOR SIZE LENGTH (FT)
(NO SERVICE FACTOR) 5 H P @ 1750 RPM SIZE
2 1
4" C . I . FLANGED COUPLING ADAPTOR
5 EA
REQUIREMENTS:
SOLIDS SPHERE 311 MIN. CONTINUOUS RISE ?
�� 22
4" 90° FLANGED BASE BEND, HYDROMATIC STYLE 128,
MIN. HOR,Z. RADIUS
(SEE GENERAL NOTE NO. 10)
2 EA
SIZE OF IMPELLER 7.3t* MATERIAL, 200 PSI MIN.
�� 23
BASE PLATE ( SEE GENERAL NOTE NO. 10)
2 EA
'K DIAMETER PER MFR. FOR STATED PERFORMANCE
2 4
MANHOLE ADAPTERS; USE SURESEAL GASKET AND GROUT/
CONSTRUCTION NOTES _.
IN; GPK PRODUCTS, INC. OR APPROVED EQUAL
NOTE: USE FOR DUCTILE IRON PIPE PENETRATIONS
NO. DESCRIPTION QUANTITY
ALSO
7 EA
-
26 VENT -SCRUB MODEL VSC-300-4 ACTIVATE I EA
25
STEEL LADDER - WELDED CONSTRUCTION, GRIND SMOOTH.
ARBON SYSTEM WITH UOC-H REAGENT T ATED
FABRICATE LADD�R AND APPURTENANCES FROM TYPE
C - BON FOR H2S ADSORBTION SPECIFI TION,
316L SS. USE 2 x 3/8 FLAT BAR, 3/4 0 RUNGS AT 12!�
- 4 INLET/OUTLET, WESTATES OR AP OVED EQUAL
�
O.C., (2) WALL BRACES AT 4 ' - 0 O.C. - FASTEN AT WALL
��
WITH 3/4 0 SS. EXPR, ANCHORS.
I EA.
27 WET WEIL EXHAUST BLOWER EL RFE 160 I EA
TO BE SUPPLIED BY HYDROMATIC OR AN ENGINEER
6
APPROVED EQUIVALENT.
WITH A I FLANGES INLE OUTLET WITH
3/4 H. P. MOT , 3600 R P 240 V. POWER, SINGLE
T.O.W. EL. 1108.33
PHASE TEFL Y NEW RK BLOWER COMPANY
CAPACITOR PACK BOX
OR APPROVED EQ L • HOR BOLTED TO CONC.
(SINGLE PHASE ONLY)
PAD WITH -OUT VIB TI ISOLATION MINIMUM
ACCESSORY
EMBED 4" , SEE GEN. OTE 12. PROVIDE DBL VITON
-
- -' MODULE BOX
SHAFT SEALS.
i���- ^_►-.
n28 6"- 150FF 0 FLANG WITH BOLTS AND 2 EA
►� - �GASKET SET.
BLOCK WALL (TYP.)
SEE DWG, S- I
=. 1 18
'� 29 6" x 411 NCENTRIC STEEL SWAGE PLE COATED
EE SHT S-1 FOR I 1I INSID WITH SYSTEM IIBII. I EA
VALUES a ELEVATIONS
CON TIO F I D-
I 30 RESSER COUPLING 4" STYLE 162, OR 2 EA SUMP N
ODER Rd�' ,) APPROVED EQUAL. -
SYS
BLACK STEEL PIPE AND FITTINGS 1161'- SCH. - N
SL-) S-1 - % MINIMUM. COAT INSIDE WITH SYSTEM B . -I w
C � -
1 -
��
4" CONCRETE SLAB - SEE
DWG. S - I (TYP.) EL. 1102,50 ;!
EL. 1102.50 1 E L . 1102.50
CO i W
a •�° o "o:o•. °' - •'•; .ia" '4'1\. •,: 9. •V 14Xy ,c •9 :o:, 's;":- .o
pjj
- V v ;.. j;. I• � 1 j i � r V I � vV � .
; v 15 r•°-0� °' a, °" ? ° o ° o. 'r !' p' 6 0 `V' (^ ✓T4LL ��L1�Y6 .�ICC�SS
(4 VD M'� 4_ D' ° 25 va l0° 0• • o . !• °' C, ', ° 0 . ., I ,'Q �' .��,R jf%AA:O c' b, V V!
I 20 AANY Q
1080.67
1083.32
1087.00
1088.00
1089.00
1096.92
3.681
778 GALLON
7.93 MINUTES
VALUES
1326
411 NOMINAL
YES
150 `
PVC
� SUMP ---
PAINT SPECIFICATIONS: SEE NOTES ON DRAWING E-1.
GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
QUANTITIES.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND
THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS IN EFFECT AS OF THE APPROVAL DATE OF THESE
PLANS.
3. ALL FLANGED FITTINGS ARE TO BE ANSI B16.1 CLASS 125; ALL
PIPE TO BE AWWA C 1 15 DUCTILE IRON CL 53; ALL FLANGES TO
DUCTILE IRON PIPE TO BE DUCTILE IRON, THREADED FLAT FACED
CLASS 125; ALL MACHINE BOLTS AND NUTS TO BE ASTM A307
GRADE B, CADMIUM PLATED. THREADS ARE ANSI B1.1 COARSE
THREAD SERIES, CLASS 2A; ALL GASKETS TO BE GARLOCK 60
DURO, MUST BE BRANDED SHEET 1/8" THICKNESS,OR EQUAL.
4. REINFORCED CONCRETE PIPE SHALL BE CLASS III, WALL "C"
WITH CIRCULAR REINFORCEMENT PER ASTM C76 WITH TWO
CIRCULAR REINFORCEMENT CAGES. TONGUE -AND -GROOVE JOINTS
SHALL BE SEALED WITH A BUTYL COMPOUND COMPLYING WITH
FEDERAL SPECIFICATION SS210A (TYPE 1, ROPE FORM) AND
AASHTO M198 -75I (TYPE B). IN ADDITION, AN EXTERNAL SEAL,
COMPLYING WITH ASTM C877, SHALL BE ADDED TO EACH WET WELL
JOINT. JOINT SEALANT SHALL BE QUIKSEAL PER ACP INC. OR
APPROVED EQUAL. EXTERNAL SEAL SHALL BE CADILLOC, OR
APPROVED EQUAL.
5. REINFORCED CONCRETE VALVE VAULT SHALL BE IN ACCORDANCE TO
ASSOCIATED CONCRETE PRODUCTS, INC. SERIES NUMBER 6096,
8'-0" x 6'-0" MANHOLE/VAULT AND APPLICABLE ASSOCIATED
SPECIFICATION FOR MANUFACTURE OF PRECAST MANHOLE
SECTIONS, MODIFIED TO ACCOMODATE VAULT TOP ( SEE PLAN 'C'
THIS DRAWING) AND (VAULT BASE SEE DRAWING. S-1) OR
APPROVED EQUAL.
6. A 100% SOLIDS SPRAYABLE POLYURETHANE LINING APPLIED TO
120 MIL MINIMUM DFT WILL BE REQUIRED FOR ALL INTERIOR
CONCRETE SURFACES OF THE WET WELL. ALTERNATIVELY, PVC
LINING (AMERON T -LOCK OR APPROVED EQUAL) MAY BE USED -TO
PROTECT THE INTERIOR CONCRETE, SURFACES, AT THE
CONTRACTOR'S OPTION. APPLY PVC LINER TO UNFORMED
SURFACES PER MANUFACTURER'S RECOMMENDATIONS. SPRAYED
LINING SHALL BE CRANDALON SHB 1000, OR APPROVED EQUAL.
7. ALL PORTLAND CEMENT CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI AT 20 DAY UNLESS
OTHERWISE SPECIFIED.
8. ALL ELECTRICAL WIRING AND EQUIPMENT INSTALLED IN THE WET
WELL SECTION MUST COMPLY WITH ARTICLE 22 OF THE
ELECTRICAL SAFETY ORDERS FOR CLASS 1, DIVISION 1
HAZARDOUS LOCATIONS PROVISIONS OF THE NATIONAL ELECTRICAL
CODE AND ALL APPLICABLE LOCAL CODES.
9. SUPERVISION FOR INSTALLATION, STARTING AND TESTING TO BE
PROVIDED BY THE MANUFACTURERS AS PART OF HIS EQUIPMENT
CONTRACT.
10. MOUNTING PLATES, PIPE AND FITTINGS IN WET WELL SHALL BE
LINED AND COATED WITH 16 MIL MINIMUM DFT OF COAL TAR.
EPDXY; TNEMEC 46H-413 OR APPROVED EQUAL. SEALING FACE OF
DISCHARGE ELBOW SHALL BE HEAVILY COATED WITH ZINC TO
PROVIDE A SMOOTH CORROSION RESISTANT SURFACE.
11. LIFT STATION CHARACTERISTICS:
PEAK FLOW = 98.1 GPM
PEAK T.D.H. = 37.0 FT
n ,rawi @ri�.r>►�ct��. .Lr+ nr nrnh nrn . T4 -H ►iri.
fS REP
8'- 3 1/2"
VALVE VAULT
31- 011 3. 011
OPENIN
oil 31_O- 21-011 1211 611
� I -
%,� 7 tD
It I
o z
Z
711 I- w
25 0
I
I OD
21 r - 0 8 °o I R ; ' ; ( NOTE _
24 �' I 741 in 14 ; 5 0 FLOAT SWITCH .t_.'�/ G l.4-lYO�/ lv `fr�l���
FLOAT SWITCH CABLES a I SEE CONSTRUCTION NOTE 13
CABLES 66r PLAN 45 47' GES`%'' d ,4L. i ��� I
� � FOR HINGED DOOR
EL. 1096.92 CONCRETE FOOTING y 1 I 8'�Clp'/��,�'/ awG' SJL� DESCRIPTION (TYP. 2 )
- - - I - SEE DWG. S-1 (TYP.)
� '.• I � --'- `;-'.•..:'`:.-:-�.- I .� O I SODIUM VAPOR LIGHT STALL
.., V
BRACES FURNISHED FOR f'f1LNG
2 0 I SEE DWG. S- I a E- I 4" PVC
EL, 1095,92 8 PVC SEWER INFLOW PIPE , ; 1 GUIDE RAILS- T.O. BRACE Zt
M
.v «o, 9 0 ` - - a EL. 1091.5 (BY HYDROMATIC) \ +
ALARM LEVEL e `t •' g QK 8�
EL. 1089.00 I I I e 19
I I I
TURN -ON 00
9 _ I
2 a , HIGH 12" DEEP x 12" WIDE x 4.5' LONG "; ; I N Gl/�TGf��L.L Q �T,4LL.. IWIeA Y6,4Cez S_
EL. 1087.00 - _ -- _-- _ - -- - ----- 2
' CONCRETE CONC. PIPE SUPPORT BASE (2 EA.) --- _ __ _ -- -- __ ,
=N CAE ,
24 I 1 a 2 -0 7 -�
c- c
':. -�_ 11 � ' �, K. N.T. S.
I 1 o EL• 1089.20 12 DEEP CRUSHED AGGREGATE ,,�j
4 D.I ZOPEN END BASE - SEE DWG. S -I
16 I SEWER "� c/� ° eg - Olt -&V/
o.
CO
4 x4 x I/4II ANGLE a 1/2II DIA. CO T N
TURN - OFF o.: LOW U- BOLT BRACING 2 1
3 TT U -BOLT EL. 1089,00
EL. 1083:32 w,': I PUMP N0. I p �! I 3 17 Q CO N 1
NOTE P4�IlV6
� d 5T,4�L
PUMP NO. 2
o . F.O.F. EL. 1081.67 SEE SHT. S- I FOR STRUCTURAL(BACK - UP) ''
4 DESIGN OF WALL, FOOTINGS a o
°..45'Z.,
EL. 1080.67 SLABS
v P . A v
u . as
1910 2 2
22 22 19
23
SL -I S -I SL -I S -I 6'-011 SQ.
61- 011 1. D.
SECTION -SEWER LIFT STATION
N.T.S.
LIFT STATION LOCATION .MAP
SCALE: I" = 201
II
1'- 6 3/811 "
9 1/811
CONCRETE COVER a HINGED
21- 3 3/411 DOOR DESIGNED FOR H-20
OPENING TRAFFIC BRIDGE LOADING
6'-011 I. D.
PLAN - HATCH OPENINGS rc
SCALE: 3/8"= 1'-011 SL -I SL -I
ROSEMARY It
MARYGOLD
ww
CL
W � Q
w S/ TE
Q
VALLEY BLVD.
Z
'qk PROPOSED L /FT STAT/ON
SECTION -SEWER LIFT STATION K002
...... ��o�FMEsse%Rrn
.
NBS/LOWR
Y
N.TS. RECORD DRAWING
S
14,777VICINITY
Information Obtained from
y MAP
Client's Records
N.T. S. NBS'i Records
TF
OF CA��F ✓ Contract is Records
By Date
REVISIONS: APPROVED BY: �V/=0MIZL O I�wm
y,
INLAND EMPIRE CENTER.
RECORID ,C.�i2AW11\16 // / ,QRF ENGINEERS & PLANNERS
21111111111111110
OVEZ:> METES CCN72�'OL, 50X TO W,4/ -L // IIAVg DATE: WILLIAM H. WILSON RCE 14777 10920 VIA FRONTERA, P.O. BOX 28100, SAN DIEGO, CALIFORNIA 92128 (619) 485-1500 SEWER LIFT STATION AND DETAILS SLi I
12/21/8^' b APPROVED BY: SCALE :BENCHMARK. •
, ,
. AD�� AIR Int- T. L'. C. ALTERNATE A OF SHEETS
AS SHOWN HOLE ON TOP OF NEHW AT
REV. I REVISION DESCRIPTION I DATE ENGR. 011-Y I DATE � � JUNIPER AVE 8= VALLEY BLVD
DESIGNED BY: I DRAWN BY:
.G�.>� RCE2s/ZG E L EV. 1118.81 FILE N o .
CHECKED BY: B51 REGIONAL MGR.: DATE. ;,/p� .2, /,�$� Clrr ZN41A155,q *?olseRr wabwE DATE: JULY 24, 1989
JOB No. E89 - 012 - 002 �$�'� -• � 3
U)
w
w
a-
z
CL
o
U
Z
'qk PROPOSED L /FT STAT/ON
SECTION -SEWER LIFT STATION K002
...... ��o�FMEsse%Rrn
.
NBS/LOWR
Y
N.TS. RECORD DRAWING
S
14,777VICINITY
Information Obtained from
y MAP
Client's Records
N.T. S. NBS'i Records
TF
OF CA��F ✓ Contract is Records
By Date
REVISIONS: APPROVED BY: �V/=0MIZL O I�wm
y,
INLAND EMPIRE CENTER.
RECORID ,C.�i2AW11\16 // / ,QRF ENGINEERS & PLANNERS
21111111111111110
OVEZ:> METES CCN72�'OL, 50X TO W,4/ -L // IIAVg DATE: WILLIAM H. WILSON RCE 14777 10920 VIA FRONTERA, P.O. BOX 28100, SAN DIEGO, CALIFORNIA 92128 (619) 485-1500 SEWER LIFT STATION AND DETAILS SLi I
12/21/8^' b APPROVED BY: SCALE :BENCHMARK. •
, ,
. AD�� AIR Int- T. L'. C. ALTERNATE A OF SHEETS
AS SHOWN HOLE ON TOP OF NEHW AT
REV. I REVISION DESCRIPTION I DATE ENGR. 011-Y I DATE � � JUNIPER AVE 8= VALLEY BLVD
DESIGNED BY: I DRAWN BY:
.G�.>� RCE2s/ZG E L EV. 1118.81 FILE N o .
CHECKED BY: B51 REGIONAL MGR.: DATE. ;,/p� .2, /,�$� Clrr ZN41A155,q *?olseRr wabwE DATE: JULY 24, 1989
JOB No. E89 - 012 - 002 �$�'� -• � 3