HomeMy WebLinkAbout5413-16 A
A NOTES:
S2 ► 1. CONTRACTOR MUST FIELD VERIFY ALL EXISTING SIZES, CONDITIONS, AND DIMENSIONS
BEFORE BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS. ANY CONDITIONS
�------(t PUMP = ENCOUNTERED IN THE FIELD THAT CONFLICT WITH THESE PLANS SHALL BE BROUGHT
(t PUMP PEDESTAL TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
2. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CONCRETE EDGES AND CORNERS UNLESS
OTHERWISE INDICATED.
3. CONTRACTOR SHALL SUBMIT WORKING DRAWING AND CALCULATIONS FOR GENERATOR
ANCHORAGE TO GENERATOR PAD TO THE ENGINEER. CALCULATIONS SHALL BE
I \, SIGNED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER OF THE STATE OF CALIFORNIA.
FI
4. GENERATOR SHALL BE CENTERED ON GENERATOR PAD.
I I I 5. CONTRACTOR OPTION: 3/4"Ø DRILL AND BOND THREADED RODS MAY BE USED INSTEAD
I I OF 3/4"0 HEADED ANCHOR BOLTS. DIMENSIONS, EMBEDMENT AND SPACING SHALL
I I REMAIN AS SHOWN.
I I
I I I A
� III
O 316SS ALL THREAD .
---- -\' - I i 1- -
3/4" PUMP BASE--------
40
PER MANUFACTURER, TYP I I III 3/4"0 316SS ALL THREAD
#4 + — T � I L — GROUT PAD
f
g 3/4" CHAMFER, I �� I I GROUT PAD MI
TYP � — — _Jr B 17 7.
- -
VP
ij2., �° tI I
TYP CIR SLEEVE = I I0 SIM
SLEEVE, TYPggI
x #3 I— — — Ilitli
Q !� i�EO #31 4 TOTAL = L J
L J
M 2
1 �a 1
5 5
N �' #4 4 TOTAL EACH SIDE =
1 OF PUMP PEDESTAL, TYP
I
7--(E) SLAB
13'-0"
I HI I PUMP PEDESTAL
_� I DRILL AND BOND #4x1'-10"
SEE SZ FOR - DOWELS IN 6" DEEP HOLE,
DETAILS NOT 4 TOTA0L PER SIDE, TYP
NOTED
PUMP PEDESTAL DETAIL ANCHOR DETAILZ GENERATOR PAD PLAN 3
1" = 1 -0" 3" = 1'-0" 3/8" = 1'-0" S2
(L PUMP ELBOW =
(t PUMP PEDESTAL
o
" , I
II '\,,. —FLYGT NT 3153,
I I SEE CIVIL DRAWINGS
I I
I I A DRILL HOLE IN PUMP BASE,
-
3/4"Ø 316SS ALL THREAD
— — —
__L--n- x--GROUT PAD, TYP
3/4"Ø 316SS ALL THREAD Il:/
—
PER MANUFACTURER, TYPL__—_—__ _\ o
3/4" CHAMFER, / /f -T\ \ PUMPS ® — — — 4y — —
TYP — L GROUT PAD, TYP
— 7\, BASE, TYP — — I h GENERATOR NOT SHOWN
. (. --. I I .� SLEEVE, TYP
#4 /1 4 TOTAL • I I J
` / / -#4, 2 TOTAL, TYP —( — I iI #4 CO 12" N CC
PER SIDE, TYP i I / * o, - , I I
#3 I l 1 ,--- I 1 * �z} I __I� - Fi- ••
Z- ii � � ® ® �
Z a v #3, 4 TOTAL
\� •
iii
o 5 i 5 #4 [� 12" TYP - CLR
• •
n 111
"a" "a„ ` �L I 11 r /\
(E) SLAB ' M\////.�%i.
6"
MIN,
I DRILL AND BOND #4x1'-10" TYP „ -
1, 0„ #6, 2 TOTAL EACH EDGE
DOWELS IN 6" DEEP HOLE, 1 MIN, TYP
4 TOTAL PER SIDE, TYP "a" = 41/2" MIN
* MINIMUM REQUIRED FOR PUMP PIPING * = MINIMUM REQUIRED FOR PUMP
AND ELBOW INSTALLATION PIPING AND ELBOW INSTALLATION
SECTION A SECTION B SECTION 0
1" = 1'-0" S2 1" = 1'—O" S2 1" = 1'—O"
RECORD DRAWING
BASED ON FIELD INFORMATION
PROVIDED BY HPS MECHANICAL, INC.
SHOULD CONSTRUCTION OF THE REQUIRED BIGGS CARDOSA ,Fkp` 7 */vq Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
Do ASSOCIATES INC , .�ti F SANITARY SEWER PUMP STATION REPAIRS
IMPROVEMENTS NOT COMMENCE WITHIN TWO Nth
, STRUCTURAL ENGINEERSYEARS OF THE DATE OF APPROVAL SHOWN HEREON ~ -'� �a mow" H SAS sHOWN
, .? C 5 7 3 9 PUMP PEDESTAL AND
AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL TW❑ WORKING RAT PAD DETAILS
5/6/15
BEFORE ° 1 DAYS BEFORE * Exp.6/30/16 * ° BY: • - ��
CITY ENGINEER MAY REQUIRE REVISIONS TO THE YOU DIG Y, Y❑U DIG J, .\Q
PLANS TO BRING THEM INTO CONFORMANCE WITH 865 The Alameda �4 . CIVI\- Q- Date : CHECKED BY: APPRO D BY: / DRAWING NO.:
TOLL FREE 1-800-227-2600 /� RECORD DRAWINGS 5/6/15 APN Son Jose, California 95126 C PDSR
F OF CA�p ' "DATE: �. r16STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE 408-296-5515 VANTHONY NOTARO RCE C51739 DBD Y , S2 33
CRY R.C.E. 51152
(20111151S2) 2011115.1
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