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S-1
POPEYES 2,532 S.F. 24 PARKING SPACES 24 SEATS F.F.=412.50
POPEYES 2,532 S.F. 24 PARKING SPACES 24 SEATS F.F.=412.50
POPEYES 2,532 S.F. 24 PARKING SPACES 24 SEATS F.F.=412.50
AIR TEST ALL SEWER PIPE, INCLUDING LATERALS, IN CONFORMANCE WITH ASTM F1417. TEST PRESSURES SPECIFIED SHALL BE COMMENSURATELY INCREASED FOR GROUNDWATER ELEVATION ABOVE THE PIPE, IN ACCORDANCE WITH UNI-B-6 BY UNI-BELL PLASTIC PIPE ASSOCIATION. METHOD: CLEAN AND WET THOROUGHLY THE INSIDE OF THE PIPE BEFORE TEST IS PERFORMED. INSERT TEST PLUGS IN ENDS OF PIPE TO BE TESTED. SLOWLY FILL THE PIPE WITH AIR TO A PRESSURE OF 4 PSIG. MAINTAIN PRESSURE BETWEEN 4 AND 3.5 PSIG FOR AT LEAST TWO MINUTES FOR TEMPERATURES STABILIZATION. CHECK ALL PLUGS FOR TIGHTNESS. WITH A PRESSURE OF APPROXIMATELY 4 PSIG IN PIPE, DISCONNECT AIR SUPPLY. ALLOW PRESSURE TO DECREASE TO 3.5 PSIG. DETERMINE ELAPSED TIME FOR PRESSURE DROP FROM 3.5 PSIG TO 2.5 PSIG. THE LINE IS CONSIDERED ACCEPTABLE IF THE TIME FOR THE PRESSURE TO DECREASE FROM 3.5 PSIG TO 2.5 PSIG IS NOT LESS THAN THE AMOUNT DETERMINED BY THE FOLLOWING TABLE EXCEPT THAT REINFORCED CONCRETE PIPE SHALL BE HALF THIS DURATION. MINIMUM ACCEPTANCE TIMES PIPE DIAMETER (IN.) 4 6 8 10 12
MINIMUM TIME (MIN:SEC) 3:46 5:40 7:34 9:26 11:20
LENGTH FOR MINIMUM TIME (FT.) 597 389 298 239 194
TIME FOR LONGER LENGTH (SEC.) 0.380 L 0.854 L 1.520 L 2.374 L 3.418 L
WHERE L IS THE EXCESS TEST LENGTH BEYOND THE LENGTH FOR MINIMUM TIME. IF THE LEAKAGE IN THE SECTION TESTED EXCEEDS THE SPECIFIED AMOUNT, THE CONTRACTOR SHALL MAKE THE NECESSARY REPAIRS OR REPLACEMENTS REQUIRED TO REDUCE THE LEAKAGE TO WITHIN THE SPECIFIED LIMITS AND THE TEST SHALL BE REPEATED UNTIL THE LEAKAGE REQUIREMENTS ARE MET. THE CONTRACTOR MAY AT HIS OPTION, INFILTRATION/EXFILTRATION TEST ALL SEWER PIPE IN LIEU OF AIR TEST. DEFLECTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 33.85 OF THE "TEN STATES STANDARDS"
POPEYES 2,532 S.F. 24 PARKING SPACES 24 SEATS F.F.=412.50
POPEYES 2,532 S.F. 24 PARKING SPACES 24 SEATS F.F.=412.50
10 MIL POLY LINER CONTUOUS WITH NO HOLES OR PENTRATIONS ANCHORED WITH TOP FILTREXX SOCK LINER SHALL BE REPLACED WHENEVER IT IS TORN OR THE WASHOUT IS EMPTIED
MAXIMUM DEPTH OF CONTAMINATED WATER IS 50% OF STACKED FILTER RING™ HEIGHT 2" X 2" X 36" WOODEN STAKES PLACED 5' O.C.
STACKED 18" DIAMETER FILTREXX® SOXX™ (ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)
12" MIN
SECTION NTS
1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE 2. FILTER SOXX™MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION
PUMP CONTAMINATED WATER INTO CONCRETE WASHOUT
18" DIAMETER FILTREXX® SOXX™ (ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)
2" X 2" X 36" WOODEN STAKES PLACED 5' O.C.
PLAN NTS
FILTREXX® CONCRETE WASHOUT NTS
FILTREXX® 8" SOXX™
CATCH BASIN WIRE TIES, (TYP.) STORM GRATE FILTREXX® 8" SOXX™
DRAIN INLET SECTION
DRAIN INLET PLAN
1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS. 2. FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.
FILTREXX® INLET PROTECTION NTS
3'-6 1/8" 2 1/8"
2 1/4"
APPROX. GRADE
3" 1'-6 3/8"
5'-2 5/8"
3'-6 1/8"
6'-1 7/8"
OUTLINE OF SIGN
3" 1'-6 1/4"
5'-2 5/8"
2'-0 1/2"
OUTLINE OF SIGN APPROX. GRADE
(4) 3/4" DIA. x 24" LONG W/ HEAD OR NUT EMBEDDED
4'-6"
4'-6"
(4) 3/4" DIA. x 24" LONG W/ HEAD OR NUT EMBEDDED
CONDUIT. SEE PLAN.
CONDUIT. SEE PLAN.
18" DIA CONC. PIER / FOUNDATION. REFER TO DETAIL 10/AS2.1.
24" DIA CONC. PIER / FOUNDATION. REFER TO DETAIL 10/AS2.1.
2'-0"
1'-6"
DOUBLE GATES WITH PREFINISHED 1X6 LUMBER (WEATHERED WOOD) SECURE TO STEEL FRAME WITH THRU-BOLTED CARRIAGE BOLTS - 4 PER BOARD. CANE BOLT INSERT, VERIFY W/DOOR WIDTH FOR INSERT LOCATION 45° @ CONCRETE EDGES
PROVIDE BLACK PAINTED CONCRETE AT THIS AREA
12" X 18" FOOTING
PLASTIC COMPOSITE GATE SEE DETAIL J/SD1
PROVIDE 1" DIA. - 6" LONG GALV. PIPE EMBEDDED IN CONC. FOR CANEBOLT (TYP. OF 4)
OPTIONAL FLOOR DRAIN AS ERQD. BY LOCAL CODE.
GATE PULLS
GATE PULLS
1/4" SLOPE PER FT
DROP ROD
C.J. @ 10'-0" O.C.
PAINTED STEEL GATE POST TYPICAL (PAINT EP-4)
PREFINISHED 1X4 PLASTIC LUMBER (WEATHERED WOOD) FRAME
CANE BOLT INSERT (OPEN POSITION)
DUMPSTER ENCLOSURE & GATE EXT. ELEV. 6" THICK P.C.C. SLAB W/ 6" X 6" 10/10 W.W.M. ON 6" GRAVEL BASE CONCRETE CAP ROUNDED
8" SPLIT FACE & PAINTED COLOR: "MOCHA BROWN" SEE EXTERIOR FINISH SCHEDULE
1/4" SLOPE PER FT
PLASTIC COMPOSITE GATE SEE DETAIL J/SD1
PAVEMENT SURFACE AS SPECIFIED
CANE BOLT INSERT
HINGE (TYP. OF 3)
BOND BEAM COURSE W/
2" x 4" TOP RAIL PLACE HORIZONTAL
(1) #5 CONT., GROUT SOLID 8" CMU W/ #5 VERTICAL REBAR @ 32" O.C.
2" x 4" MID RAIL PLACE VERTICAL
HORIZ. REINF. 16" O.C. 8" THICK POUR-IN PLACE SLAB W/ 6"x6" 10/10 W.W.M. ON 6" AGG. BASE
2" x 4" BRACING DIAGONAL AT GATES ONLY
SLOPE 1/4" PER FT
2" x 4" BOTTOM RAIL PLACE VERTICAL PAVEMENT
6" DIA. PAINTED STEEL PIPE POST ; TYP. FOR 3
6" DIA. PIPE, 8' LONG FILLED W/ CONCRETE. TOP OF PIPE; 4' ABOVE SLAB, REQ'D FOOTING: 2'-0" DIA. X 4'-0" DEEP. (TYP.)
#5 BARS CONT. TOP & BOTTOM
DUMPSTER WALL SECTION DETAIL DUMPSTER ENCLOSURE DETAIL
PROVIDE 1" DIA. - 6" LONG GALV. PIPE EMBEDDED IN CONC. FOR CANEBOLT (TYP. OF 4)