HomeMy WebLinkAbout5413-4 / \
\ MCC ROOM
./ T-REMOVE (E) MOTORS
AND CONCRETE PAD,
REMOVE (E) CONTROL FILL HOLES IN FLOOR,
PANELS, SEE SEE DETAIL Q
// ELECTRICAL SHEETS VW
REMOVE (E) / / " I, ,
VENTILATION 1 I/ •0110 II��'�/�
EQUIPMENT �I!I /p-I 001 � rr F , r
/ i/
itjujo,;� IAjo.
/F/ /0° / 843.75 I
'/ :2'\' oma/�,:`/` %j 01 _
/ / /'A
//P REMOVE (E) DRIVE /
/ / / h/ S AND APPURTENANCES / ,
/
// HAFTS, SAFETY CAGES,
// WETWELL
01
00
�/ / C7Vi-,7 I00
/ii/ a �
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•
4::/ / // [ -Wi 18" VCP
/ (E) 10" STEEL (E) 10" DIP PIPE / '� INV.=832.55
�� (E) 10" PLUG VALVE TO FORCE MAIN TO TO REMAIN / //
� / REMAIN, FL X FL / REMAIN / //
/ PUMP ROOM / i/ REMOVE (E) PIPING,
---7---\--- /, i� REMOVE (E) DISCHARGE / / VALVES, AND FITTINGS
CL= 828.75— — ��r�rArair—�.� --_ A— 4= ,_ I/I PIPING, FITTINGS AND 7-7/
��� `:---- , ' -- RESTRAINTS ego
AS SHOWN
/ ri _ � –!/ ��� (E) PIPE SUPPORT _��
� ' �, ;� TO REMAIN,TYP 1, 2 0�
.6 'I;
A T .I.,;;" / Am) 42 Apr
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Ajille OEM f.;..
Or ° fey/
, IV ''' 01PI° 10
821.75—
821.75
all.L,_, /
REMOVE (E) PUMPS AND
CONCRETE BASES, GROUT
FLOOR SMOOTH WITH REMOVE (E) SUMP PUMP,
NON-SHRINK GROUT VALVES, AND PIPING
SOUTHRIDGE DEMOLITION SECTION A SOUTHRIDGE DEMOLITION SECTION B
SCALE: 1" =4' 4 SCALE: 1" = 4' 4
EI i
-1n n
I 110 I v)
G)
11 I m
r
L_ — J u
1
,
(E) FORCEMAIN
MANHOLE `; IE) MH
(E) CONCRETE SIDEWALK --
f b
PHILADELPHIA AVENUE ,) co LU E SSMH
r co INV IN NORTH =833.56' SEWER SYSTEM NOTES:
1
/
w INV IN EAST=832.99'
INV OUT= 832.89' 1. THE 10" FORCE MAIN IS 3147' LONG AND DISCHARGES TO A
(E) 10" / "�(E) 18" SS MANHOLE AT THE INTERSECTION OF MARLAY AVE AND MULBERRY
SSFM ,ALSS AVE. THE DISCHARGE ELEVATION IS APPROXIMATELY 880.86'.
/ (E) SSMH
,y) INV OUT= 832.75' 2. CONTRACTOR SHALL PROVIDE BYPASS PUMPING EQUIPMENT AS
4 43
(E) INV IN = 832.85' NEEDED TO BYPASS 957 GPM WITH FULL MECHANICAL REDUNDANCY
SSMH THROUGHOUT THE DURATION OF THE PROJECT. THE TOTAL
DYNAMIC HEAD OF THE EXISTING FORCE MAIN SYSTEM IS
APPROXIMATELY 82'AT 957 GPM. SEE SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
SEWER SYSTEM SCHEMATIC
SCALE:1" =20'
RECORD DRAWING
BASED ON FIELD INFORMATION
PROVIDED BY HPS MECHANICAL, INC.
Do 0 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED LEiDli, ,..•IMPROVEv1ENTS NOT COMMENCE WITHIN Twon Schaaf Wheeler . ` ��, �.s 9 SANITARY SEWER PUMP STATION REPAIRS
l,J
YEARS OF THE DATE OF APPROVAL SHOWN HEREON 7111111117:„.,...44, CONSULTING CIVIL ENGINEERS DRAWN BY: SCALE:
870 MARKET STREET SUITE 1278 m 3 GMA SOUTHRIDGE PUMP STATION AS SHOWN
AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL ).ro WORKING * * DESIGNED BY: DEMOLITION SECTIONS DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE BEFORE DAYS BEFOREYou DIG YOU DIG SAN FRANCISCO, CA 94102 �� ����� ��� GMA 04/12/13
PLANS TO BRING THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 REV. 1 RECORD DRAWINGS 5/6/15 BLS (415) 433-4848 9r4- �A��Foe' Date /0 5 CHECKED BY: APPRO D BY: ,� DRAWING NO.: 4
STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE BENJAMIN L. SNICK R.C.E. 68 13 --<_, .....-iv DATE: - l� C4
BLS ENGINEER R.C.E. 1152 3
)td, M . 51!