HomeMy WebLinkAbout3171-41CASTING TOLERANCES,
OVERALL LENGTH OR WIDTH
10 FT OR UNDER = 1/8'
10 TO 20 FT = +1/81, —8/16'
20 TO 40 FT = t1/4'
TOTAL THICKNESS = —1/8, +1/4
VARIATION FROM SQUARE = ±1/8 PER 6 FT OF DIAGONAL
LOCAL SMOOTHNESS = 1/4' IN 10 FT
SWEEP = ±1/4'
POSITION OF TENDONS = ±1/4'
POSITION OF BLOCKOUTS = t1/4'
SIZE OF BLOCKOUTS = ±1/4'
POSITION OF EMBEDS = ±1/4'
TIPPING AND FLUSHNESS OF PLATES = +1/16, —1/4
BOWING = LENGTH/360
END SQUARENESS f1/8'
8
Precast- Products Division
for
ALL SEA S—ON GENERAL
CABLE SLINGS
DING SHACKLE @ TOP
CABLE TENSILE
-Y = 10 TON
n.„. 4649BrmktonAvenue nLv. 7��r•�v� U4JVIV1 v..
Riverside, CA 92506
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--
DI S 1 6 M c h Q u p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DATE ENGR, CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
eo
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
/ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
OTES:
1. THE THOS STYLE RESTROOM BUILDING CONSISTS OF TWO
HALF UNITS TO BE PLACED AND JOINED AT THE PROJECT SITE.
PROPER SITE PREPARATION AND HANDLING IS ESSENTIAL FOR THE:
SAFE AND PROPER 1,1ISTALLATION OF THE BUILDING. UNLES
SPECIFICALLY CONTRACTED OTHERWISE, PRODUCT DELIVERY 13Y CXT
INCORPORATED IS (013 TRUCK. OFFLOADING, PLACING CONNECTIONS;,
AND UTILITY HOOKUPS REQUIRED AT SITE ARE NOT BY CXT.
2. PROVIDE SHALLOW TRENCH WITH ROLL -ED EDGES ALONG BUILDING
JOINT LINE TO PREVENT TRAPPING MATERIAL BETWEEN HALF UNITS
BEING DRAWN TOGETHER.
3. PLACE HALF UNITS AS CLOSE TO ONE ANOTHER AS POSSIBLE
SPACE BETWEEN UNITS SHOULD NOT EXCEED 1” AT INITIATION OF
POST -TENSIONING.
4. POST -TENSIONING TO DRAW HALF UNITS INTO CONTACT SHALL
BE ACCOMPLISHED
PROVIDED BY CXT BY FRO EI L
W
ITN EQUIPMENT
TRAINED PERSONNEL. INSTRUCTIONS PROVIDED BY CXT SHALL BE
CAREFULLY ADHERED TO. ALL NECESSARY SAFETY PRECAUTIONS
SHALL BE TAKEN BY INSTALLATION PERSONNEL.
5. WELD CONNECTOR PLATES AT ROOF RIDGE LINE. PLATES SHOULC?
BE IN CONTACT PRIOR TO WELDING.
6. AFTER COMPLETION OF , BUILDING PLACEMENT, BLOCKOUTS AT R20F`
LIFTING POINTS AND AT POST --TENSIONING ANCHORAGE POINTS
SHALL BE FILLED WITH NON --METALLIC, NON -SHRINK GROUT. PROVIDE
SMOOTH, NEAT FINISH COMPATIBLE WITH SURROUNDING CONCREwTE:
SURFACES. MATCH CONCRETE COLOR.
7. PROVIDE UTILITY CONNECTIONS PLUMBING & ELECTRICAL) AS
REQUIRED AND/OR AS CALLED FOR ON THE DRAWINGS.
8. FILL FLOOR BLOCKOUTS AFTER COMPLETION
OF UTILITY HOOKUPS WITH CONCRETE. SLOPE FLOOR TO DF AIMS.
9. INSTALL UTILITY ROOM EXTERIOR DOOR IN CONCRETE OPENING
PROVIDED. DRILL HOLES IN CONCRETE PANEL EDGES FOR
EXPANSION BOLTS PROVIDED BY CXT.
Prepared Under The Supervision Of ;
CWDG JOB NUMBER:
Date
010320
CITY OF FONTANA, CALIFORNIA SrwALE:
DRAWN BY:
RDW
DESIGNED BY:
CHECKED BY:
COVER SHEET GATE: 9/25/02
JACK BULIK PARK R17
LA 1
SPP VED
4,././ w,%j
CITY ENGINEER
DRAWNG NO 4 "1,�
3 171
R.C.E. 51152 DATE,T`�