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Home My WebLink About3174-19i FRONT ELEVATION 4N DIA PLUMBING VENT PIPE EXHAUST FANS (TYP 2 PLCS) 1'-6" PRI❑R TO PLACEMENT OF BUILDING, SUBGRADE SHALL BE PROPERLY PREPARED.—/ AT A MINIMUM, 6" OF CRUSHED 3/4" MINUS MATERIAL SHALL BE PROVIDED, CRUSHED BASE SHALL BE COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557, (GRAVEL PAD NOT BY CXT) i REAR ELEVATION SUB -GRADE PREPARATION 2'-4"x10" LEXAN WINDOWS (TYP 12 PLCS) 0 CD i cu THE 5 INCH THICK FLOOR SLAB OF THE CXT TAOS RESTROOM IS CONSTRUCTED OUT OF 5,000 PSI STEEL REINFORCED CONCRETE. THE SUB—GRADE UNDER THE SLAB SHALL CONSIST OF A 6—INCH GRAVEL BASE WITH A 1 INCH PLASTER SAND LEVELING COURSE. THE GRAVEL SHALL BE THREE—QUARTER INCH MINUS ROAD—BASE MATERIAL. THE SOIL UNDER THE GRAVEL BED AND THE GRAVEL BED SHALL BOTH BE COMPACTED TO 95% RELATIVE COMPACTION. THE GRAVEL SHALL BE PLACED IN TWO THREE—INCH LIFTS, WITH EACH COURSE AND THE SAND LEVELING COURSE BEING COMPACTED TO THE REQUIRED COMPACTION LIMIT. THE CONTRACTOR SHALL EXCAVATE THE SUB—GRADES TO THE PROPER GRADE, SO THAT THE FINISH FLOOR ELEVATION OF THE TAOS RESTROOM WILL BE AS SHOWN ON THE PLANS. THE WATER, SEWER, AND ELECTRICAL UTILITY LINES, ALONG WITH THE FLOOR DRAINS, NEED TO BE LOCATED WITHIN THE COMPACTED GRAVEL PAD, IN PLACES THAT CORRESPOND WITH THE OPENINGS CAST INTO THE FLOOR OF THE FACILITY FOR THAT PURPOSE. A SET OF ENGINEERED AND STAMPED PAD DETAILS WILL SHOW WHERE EACH OF THESE UTILITY LINES SHOULD BE LOCATED, THE TAOS RESTROOM FACILITY CONSTRUCTED IN THE ABOVE MANNER WILL EXERT AN OVERALL LOAD OF APPROXIMATELY 280 POUNDS PER SQUARE FOOT. THE CXT ENGINEERING GROUP WILL SUPPLY CLAIFORNAI STATE STAMPED DRAWINGS AND CALCULATIONS THAT CERTIFY THAT THE TAOS RESTROOM MEETS ALL CALIFORNIA CODES AND THE ANTICIPATED WIND AND EARTHQUAKE LOADS FOR THE FONTANA AREA. 4649 Brockton Avenue O REV. Riverside, CA 92506 (951) 369-0700 Fax (951) 369-4039 DIA L ' "" TWD WORKING e-mail: comwork50pe.net BEFORE DAYS BEFORE YOU DIG YOU DIG r // A http:/Iwww.comworksdg.com TOLL FREE 1-800-227- 2600 01S I � M V ROUP A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT n n RH SIDE ELEVATION n n SMOOTH TEXTURE R❑❑E i US I I 1 RH SIDE ELEVATION n n SMOOTH TEXTURE R❑❑E REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL i, i SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY OF FONTANA MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. LH SIDE ELEVATION. NORTH 1'-6" 1'-6" Prepared Under The Supervision Of ; CITY OF FONTANA, CALIFORNIA SCALE: FLOOR PLAN DATE: 12/7/04 DRAWN BY: RDW JACK JACK B PARK DESIGNED BY. LA -4. Cx E 2 Date : CHECKED BY: APPR D BY. DRAWING NO.: 73/1 CWDG JOB NUMBER: 010320 CXT 3174 NGIN RC.E. 51152 DATE: all u 1 1 1 1 1 _ REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL i, i SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY OF FONTANA MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. LH SIDE ELEVATION. NORTH 1'-6" 1'-6" Prepared Under The Supervision Of ; CITY OF FONTANA, CALIFORNIA SCALE: FLOOR PLAN DATE: 12/7/04 DRAWN BY: RDW JACK JACK B PARK DESIGNED BY. LA -4. Cx E 2 Date : CHECKED BY: APPR D BY. DRAWING NO.: 73/1 CWDG JOB NUMBER: 010320 CXT 3174 NGIN RC.E. 51152 DATE: