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GENERAL NOTES <br />FOUNDATION DETAILS COMPLETE AS POSSIBLE <br />PENDING FINAL DESIGN <br />A00 <br />8" BOND BEAM W/ <br />(2) GRADE 40 CONT <br />GROUT CELLS SOLID FULL �\ <br />HEIGHT <br />HORIZONTAL JOINT REINF <br />@ 16" O.C. <br />#4@8" C/C IN GROUTED <br />CELL (GROUT CELLS SOLID <br />FULL HEIGHT OF WALL) <br />1/2" BITUMINOUS <br />PREFORMED EXPANSION <br />JOINT FILLER <br />io a <br />io - - <br />I-1II 111111- <br />#4 x 3'-2 "L ONG @ 16"= I=1 =I <br />C/C TOP & BOTTOM. it i Ili <br />KEY NOTES <br />10 PRECAST CONCRETE CAP WITH SLOPED TOP <br />OFIBER CEMENT PANELS ON 7/8" HAT <br />CHANNELS ON 8" CMU <br />01 /2" x 4" LONG S.S. DOWEL EPDXY FULL <br />OINTO 03/4" X 2 1/2" DEEP FIELD -DRILLED <br />HOLES @ 32" O.C. <br />4O 8" POURED CONCRETE FOUNDATION WALL <br />1 IIYIJI ILV VI\/'\VL <br />VARIES REFER <br />TO CIVIL <br />N <br />o REFER TO CIVIL DRAWINGS FOR <br />SIDEWALK INFORMATION <br />- + <br />TOP OF SIDEWALK 1 112 <br />I III-1 I—III-1 I I=1 I I= <br />(4) #4 BARS CONTINUOUS 3" 3" COMPACT SOIL TO A DEPTH OF 6" <br />TOP & BOT BELOW FOOTER AND CONCRETE <br />STD 90 DEG. HOOK ON 3'4" PAD TO A DENSITY OF 90% IN <br />BOTTOM OF #4 VERT BAR ACCORDANCE WITH ASTM D-2922 <br />AND D-301 7, AFTER ADJUSTMENT <br />FOR ROCK CORRECTION <br />DUMPSTER WALL SECTION 8 ENLARGED DETAIL <br />PROVIDE SLOPE <br />FIBER CEMENT PANELS ON <br />7/8" HAT CHANNEL ON 8" <br />SMOOTH FACE CMU. FIBER <br />CEMENT PANELS TO MATCH <br />BUILDING <br />STEM WALL/RETAINING WALL <br />STEM WALL/RETAINING WALL TO - <br />START AT THE SHEATHING ON THE <br />CORNER BUMPOUT, MAKE SURE <br />THE WEATHER BARRIER IS APPLIED. <br />3 <br />A00 <br />TYP <br />6" SEALED CONC PAD - <br />COORDINATE WITH CIVIL <br />DRAWINGS <br />8" SMOOTH FACE CMU PAINT <br />SW #6149 "RELAXED KHAKI" <br />2 EA EQUAL GATES 1 .9" OD GALV <br />FRAME W/ 4"x8'H CEDAR SLATS <br />ATTACHED W/ SELF TAPPING SCREWS. <br />PROVIDE SWING GATE WHEEL HINGES, <br />CENTRAL GATE STOPS & LATCH W/ EYE <br />FOR PADLOCK <br />Scale: 1/2" = V-0" <br />CE CIVIL DRAWIN <br />EDGE FLASHING <br />COLOR TO <br />MATCH SW <br />#6032 <br />NOTE: <br />REF CIVIL PLANS FOR LOCATION <br />DUMPSTER ENCLOSURE PLAN <br />r <br />DUMPSTER <br />10 <br />A00 <br />PROVIDE STEEL <br />RECEIVER SLEEVE SET <br />IN CONC @ CANE BOLT <br />All <br />CONC APRON <br />COORDINATE <br />WITH CIVIL — <br />Scale: 1/4" = V-0" <br />r r � <br />DUMPSTER <br />INTERIOR OF <br />DUMPSTER ENCLOSURE <br />TO BE EXPOSED CMU- <br />2 <br />AOO @ GATE <br />8" BOND BEAM W/ <br />(2) GRADE 40 CONT <br />GROUT CELLS SOLID FULL �\ <br />HEIGHT <br />HORIZONTAL JOINT REINF �\ <br />@ 16" O.C. <br />#4@8" C/C IN GROUTED <br />CELL (GROUT CELLS SOLID <br />FULL HEIGHT OF WALL) <br />1/2" BITUMINOUS <br />PREFORMED EXPANSION <br />Ill <br />THRU WALL JOINT FILLER v FINISHED GRADE <br />FLASHING VARIES REFER <br />TO CIVIL <br />REFER TO CIVIL DRAWINGS FOR <br />I I= I I N SIDEWALK INFORMATION <br />#4 x 3'-2 "L ONG @ 16" = I I <br />C/C TOP & BOTTOM. I IIIII TOP OF GRADE <br />_ _ <br />=1 =1 III = 11= VARIES REF. TO CIVIL <br />DRIP EDGE = I=11= ( I III=III=) TOP OF FOUNDATION <br />2'-9" <br />°d <br />�IIII` °III <br />=1�I III <br />(4) #4 BARS CONTINUOUS 3" 3" COMPACT SOIL TO A DEPTH OF 6" <br />TOP & BOT BELOW FOOTER AND CONCRETE <br />STD 90 DEG. HOOK ON T-8" PAD TO A DENSITY OF 90% IN <br />BOTTOM OF #4 VERT BARle ACCORDANCE WITH ASTM D-2922 <br />AND D-301 7, AFTER ADJUSTMENT <br />FOR ROCK CORRECTION <br />9 DUMPSTER WALL SECTION <br />`\J T/O STONE CAP <br />6'-2" <br />PAVING (SEE CIVIL PLAN) <br />1/2" PREMOULDEDJOINT <br />FILLER AT PAVING <br />TOOLED EDGES <br />CONCRETE APRON W/ <br />REINF 2'-0" <br />#4 DOWEL @ 18" OC <br />W2.9 X W2.9 X 6 X 6 WWF <br />a <br />°d <br />4 d <br />,d d <br />• x�x <br />d� • <br />a � x�x � X-)( x- <br />III —III —I <br />N o <br />—III=III—III—III—III <br />=1II— 1=1I1=1II— I1=1I1 <br />Aoo <br />fill 11I1 . I <br />Q . <br />1' <br />6" COMPACTED SOIL <br />00 <br />GRAVEL BASE <br />1' 0" <br />GRADE 40 REBAR <br />9 <br />Aoo <br />CONCRETE APRON DETAIL <br />4 <br />0 <br />N <br />GATE LOCK W/FLAT MOUNT <br />& ADA STYLE LEVER <br />2 EA EQUAL GATES 1.9" OD GALV <br />FRAME W/ 4"x8'H CEDAR SLATS <br />ATTACHED W/ SELF TAPPING <br />SCREWS. PROVIDE SWING GATE <br />N WHEEL HINGES, CENTRAL GATE <br />STOPS & LATCH W/ EYE FOR <br />PADLOCK. CLEAR GATE17'-OOPEN[ <br />GATE POST <br />I <br />00 <br />iv <br />v <br />III <br />I I 11_0ll <br />LINE OF PIER <br />BELOW <br />PIVOTING CANE BOLT FABRICATED <br />FROM 1/2" DIA STL ROD <br />PROVIDE 3/4" DIA 4" DEEP SLEEVES IN <br />CONC PAVEMENT FOR CANE BOLTS <br />SWING GATE WHEEL AT EACH GATE <br />2 GATE ELEVATION <br />Scale. 1/4 - 1-0 <br />8 SIM <br />AOO <br />T/O STONE CAP <br />6'-2" <br />8" BOND BEAM W/ <br />(2) GRADE 40 CONT <br />GROUT CELLS SOLID FULL <br />HEIGHT <br />HORIZONTALJOINT REINF — Q <br />@ 16" O.C. <br />#4@8" C/C IN GROUTED <br />CELL (GROUT CELLS SOLID <br />FULL HEIGHT OF WALL) <br />1/2" BITUMINOUS <br />PREFORMED EXPANSION <br />4 <br />JOINT FILLER FINISHED GRADE <br />a a a VARIES - REFER <br />TO CIVIL <br />1° oo REFER TO CIVIL DRAWINGS FOR <br />=1-1 I 11=1 1=1 11=1 N SIDEWALK INFORMATION <br />#4 x 3'-2 "L ONG @ 16" --_ —_—I I I I I —I I —I I I- <br />C/C TOP &BOTTOM. ^� II <br />I=III II I—III—III- <br />1=1 <br />=1=1 1= I I=1 l=1 I=1 TOP OF FOUNDATION <br />2'-9" <br />-III` <br />III <br />�I <br />° e� <br />°III <br />II d d <br />d <br />d <br />°� <br />m <br />IIIII <br />III -III <br />1 I I=1 I I I=1 f I <br />(4) #4 BARS CONTINUOUS <br />3" 3" COMPACT SOIL TO A DEPTH OF 6" <br />TOP & BOT <br />BELOW FOOTER AND CONCRETE <br />STD 90 DEG. HOOK ON <br />T-8'1 PAD TO A DENSITY OF 90% IN <br />ACCORDANCE WITH ASTM D-2922 <br />BOTTOM OF #4 VERT BAR <br />AND D-301 7, AFTER ADJUSTMENT <br />FOR ROCK CORRECTION <br />DUMPSTER WALL SECTION <br />10 <br />Scale. 1/2 - 1-0 <br />1/2" WD x 1 1 /4" DEEP <br />SAWCUT CONTROL JOINT <br />CONCRETE APRON W/ <br />W2.9xW2.9 X 6"x6" WWF <br />a <br />d d <br />d <br />COMPACTED SOIL (REF 4/AOO) <br />5 TYPICAL CJ DETAIL <br />Scale: 1" = V-0" <br />CENTER CONCRETE <br />CAPSTONE ON FINISHED <br />WALL & SET IN MORTAR <br />SETTING BED. FILLJOINTS <br />WITH SEALAK= <br />PAINT CM <br />"RELAXES <br />MATCH TF <br />PANELS <br />FIBER CEM <br />7/8" HAT <br />SMOOTHI <br />FIBER CEM <br />MATCH Bl <br />IIII <br />III <br />J� AT POSTS ONLY <br />Fo <br />M <br />GATE POST <br />1 /2" THICK STL <br />PLATE -SLOTTED <br />STL BOLTS <br />& WASHERS <br />HINGE COLLAR W/ GREASE FITTING <br />COLLAR WELDED ALL AROUND POST <br />GATEPOST <br />1/2" THICK STL <br />PLATE -SLOTTED <br />STL BOLTS & WASHERS STL BOLTS <br />HINGE COLLAR W/ GREASE FITTING <br />COLLAR WELDED ALL AROUND POST <br />11 GATE HINGE DETAIL <br />CONCRETE FILL <br />6"0 X 1 /8" PAINTED STEEL <br />BOLLARD FILLED SOLID <br />WITH CONCRETE <br />SLOPE TO GRADE MIN <br />0 1 /4" PER FOOT <br />d PREMOULDED JOINT <br />FILLER <br />GRADE LEVEL <br />a , <br />24"0 POURED <br />N l� 1-1///--FOOTING CONCRETE PIER <br />1714 ; <br />6 BOLLARD DETAIL <br />DUMPSTER ENCLOSURE - SIDE ELEVATION <br />Scale: 1/2" = V-0" <br />CONSULTANT: <br />SEAL: <br />of FLO <br />,Q �t1E 9i�fiiCT POLSIN�I�P . <br />k <br />01. <br />.., <br />THIS DRAWING SHALL NOT BE USED FOR <br />CONSTRUCTION PURPOSES UNTIL THE SEAL AND <br />SIGNATURE OF THE RESPONSIBLE REGISTRANT <br />APPEARS ON THE DRAWING, AND PROPER PERMIT <br />FORMS AND RELATED FEES ARE TRANSMITTED BY <br />THE OWNER, OWNER'S AGENT OR CONTRACTOR <br />TO THE AUTHORITY HAVING JURISDICTION. <br />DATE <br />ISSUED FOR <br />REV <br />03/29/2021 <br />PEMB COORDINATION <br />05/20/2021 <br />CIVIL SUBMISSION <br />05/20/2021 <br />DUKE COORDINATION <br />06/07/2021 <br />PEMB COORDINATION 02 <br />08/09/2021 <br />CIVIL RESUBMISSION 1 <br />08/25/2021 <br />OWNER REVIEW <br />1 1 /08/2021 <br />REVISED ELEVATIONS <br />1 1 /29/2021 <br />PERMIT SUBMITTAL <br />Project Manager <br />Drawn <br />L. LONG <br />S.KORTMAN <br />Project Leader <br />Checked <br />L. LONG <br />G. KARANFILOVSKI <br />Date <br />Dept Mgr Approval <br />02/23/2021 <br />Client <br />PALMETTO ZEPHYRHILLS - GALL BLVD., LLC <br />P.O. Box 1615, <br />Thomasville, GA 31 799 <br />Office: (229) 226-1 1 77 <br />Contact: Daniel Tubb <br />Project <br />DOLLAR GENERAL <br />Corner of Gall Boulevard and C <br />Avenue, <br />Zephyrhills, FL 33542 <br />(City of Zephyrhills) <br />Store #: 23227 <br />Drawing Title <br />ARCHITECTURAL <br />SITE DETAILS <br />DO NOT SCALE DRAWING <br />Project No. <br />Drawing No. <br />.JCDT.20.04S1 <br />A00 <br />