080918 S1 Str-Fndn-Plan Timberlea...
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DEVELOPMENT GROUP 10213 - 111 Street, Fax: (780) 425-3564 Tel: (780) 423-5525 Edmonton, Alberta, T5K 2V6 4003 Aspen Drive East, Edmonton, Alberta, T6J 2A7 FOUNDATION FOUNDATION FOUNDATION FOUNDATION PLAN PLAN PLAN PLAN DRAWING DRAWING DRAWING DRAWING ISSUE ISSUE ISSUE ISSUE DATE: DATE: DATE: DATE: SHEET SHEET SHEET SHEET NO.: NO.: NO.: NO.: S1 R R RA A AK K K S S ST T TR R RU U UC C CT T TU U UR R RA A AL L L FOUNDATION FOUNDATION FOUNDATION FOUNDATION PLAN PLAN PLAN PLAN AND AND AND AND TYPICAL TYPICAL TYPICAL TYPICAL D D DE E ET T TA A AI I IL L LS S S d d di i is s s (AS (AS (AS (AS N N NO O OT T TE E ED D D) ) ) A A AL L LB B BE E ER R RT T TA A A P P PR R RO O OV V VI I IN N NC C CE E E: : : REVISIONS: REVISIONS: REVISIONS: REVISIONS: D D DA A AT T TE E E: : : DRAWING DRAWING DRAWING DRAWING TITLE: TITLE: TITLE: TITLE: ANY ANY ANY ANY AND AND AND AND ALL ALL ALL ALL ERRORS ERRORS ERRORS ERRORS OR OR OR OR OMISSIONS OMISSIONS OMISSIONS OMISSIONS I I IN N N T T TH H HI I IS S S REFERRED REFERRED REFERRED REFERRED TO TO TO TO LUBEXX LUBEXX LUBEXX LUBEXX ENTERPRISES ENTERPRISES ENTERPRISES ENTERPRISES L L LT T TD D D. . . F F FO O OR R R BEFORE BEFORE BEFORE BEFORE PROCEEDING PROCEEDING PROCEEDING PROCEEDING WITH WITH WITH WITH THE THE THE THE W W WO O OR R RK K K. . . SAME SAME SAME SAME BEING BEING BEING BEING RESERVED RESERVED RESERVED RESERVED TO TO TO TO THEM. THEM. THEM. THEM. N N NO O O THESE THESE THESE THESE DRAWINGS DRAWINGS DRAWINGS DRAWINGS AND AND AND AND S S SP P PE E EC C CI I IF F FI I IC C CA A AT T TI I IO O ON N NS S S, , , A A AS S S INSTRUMENTS INSTRUMENTS INSTRUMENTS INSTRUMENTS OF OF OF OF SERVICE SERVICE SERVICE SERVICE ARE ARE ARE ARE THE THE THE THE P P PR R RO O OP P PE E ER R RT T TY Y Y O O OF F F LUBEXX LUBEXX LUBEXX LUBEXX ENTERPRISES ENTERPRISES ENTERPRISES ENTERPRISES LTD., LTD., LTD., LTD., THE THE THE THE C C CO O OP P PY Y YR R RI I IG G GH H HT T T I I IN N N T T TH H HE E E DRAWING DRAWING DRAWING DRAWING AND/OR AND/OR AND/OR AND/OR THE THE THE THE SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS S S SH H HA A AL L LL L L B B BE E E CORRECT CORRECT CORRECT CORRECT INTERPRETATION INTERPRETATION INTERPRETATION INTERPRETATION AND AND AND AND PROPER PROPER PROPER PROPER R R RE E EV V VI I IS S SI I IO O ON N N REPRODUCTION REPRODUCTION REPRODUCTION REPRODUCTION MAY MAY MAY MAY BE BE BE BE MADE MADE MADE MADE W W WI I IT T TH H HO O OU U UT T T T T TH H HE E E PERMISSION PERMISSION PERMISSION PERMISSION OF OF OF OF LUBEXX LUBEXX LUBEXX LUBEXX E E EN N NT T TE E ER R RP P PR R RI I IS S SE E ES S S L L LT T TD D D. . . SCALE: SCALE: SCALE: SCALE: DRAWN DRAWN DRAWN DRAWN BY: BY: BY: BY: CHECKED: CHECKED: CHECKED: CHECKED: FILE FILE FILE FILE NO.: NO.: NO.: NO.: DATE DATE DATE DATE OF OF OF OF PLOT: PLOT: PLOT: PLOT: TOWN: TOWN: TOWN: TOWN: SCALE: SCALE: SCALE: SCALE: 1/4" 1/4" 1/4" 1/4" = = = 1'0" 1'0" 1'0" 1'0" DEVELOPER: DEVELOPER: DEVELOPER: DEVELOPER: PRIME PRIME PRIME PRIME CONSULTANT: CONSULTANT: CONSULTANT: CONSULTANT: E E E S3 S3 S3 S3 S1 S1 S1 S1 E E E S3 S3 S3 S3 S1 S1 S1 S1 F F F S3 S3 S3 S3 S1 S1 S1 S1 F F F S3 S3 S3 S3 S1 S1 S1 S1 G G G S3 S3 S3 S3 S1 S1 S1 S1 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 4'6" 4'6" 4'6" 4'6" 4'0" 4'0" 4'0" 4'0" 24" 24" 24" 24" 10'1" 10'1" 10'1" 10'1" 30'8" 30'8" 30'8" 30'8" 10'1" 10'1" 10'1" 10'1" 10'6" 10'6" 10'6" 10'6" 3'8" 3'8" 3'8" 3'8" 53'4" 53'4" 53'4" 53'4" 7'2" 7'2" 7'2" 7'2" 3'8" 3'8" 3'8" 3'8" 4'0" 4'0" 4'0" 4'0" 5'4" 5'4" 5'4" 5'4" 4'8" 4'8" 4'8" 4'8" 5'0" 5'0" 5'0" 5'0" 3'8" 3'8" 3'8" 3'8" 3'8" 3'8" 3'8" 3'8" 4'8" 4'8" 4'8" 4'8" 7'10" 7'10" 7'10" 7'10" 8" 8" 8" 8" 4" 4" 4" 4" 8" 8" 8" 8" 8" 8" 8" 8" 24" 24" 24" 24" 8" 8" 8" 8" 8" 8" 8" 8" 3'0" 3'0" 3'0" 3'0" 8" 8" 8" 8" 4" 4" 4" 4" 8" 8" 8" 8" 8" 8" 8" 8" 24" 24" 24" 24" 24" 24" 24" 24" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 3'0" 3'0" 3'0" 3'0" 1/8" 1/8" 1/8" 1/8" 4" 4" 4" 4" 3/4" 3/4" 3/4" 3/4" 1. 1. 1. 1. T/C T/C T/C T/C FLOOR FLOOR FLOOR FLOOR EL EL EL EL 91'6" 91'6" 91'6" 91'6" UNLESS UNLESS UNLESS UNLESS NOTED NOTED NOTED NOTED OTHERWISE. OTHERWISE. OTHERWISE. OTHERWISE. 4. 4. 4. 4. FOR FOR FOR FOR STAIRWELL STAIRWELL STAIRWELL STAIRWELL DETAILS DETAILS DETAILS DETAILS REFER REFER REFER REFER TO TO TO TO ARCH ARCH ARCH ARCH DWGS. DWGS. DWGS. DWGS. NOTES NOTES NOTES NOTES 2. 2. 2. 2. FLOOR FLOOR FLOOR FLOOR SLAB SLAB SLAB SLAB TO TO TO TO BE BE BE BE 4" 4" 4" 4" CONCRETE CONCRETE CONCRETE CONCRETE WITH WITH WITH WITH 10M@16" 10M@16" 10M@16" 10M@16" EW EW EW EW TOP. TOP. TOP. TOP. SEE SEE SEE SEE TYPICAL TYPICAL TYPICAL TYPICAL DETAIL DETAIL DETAIL DETAIL THIS THIS THIS THIS DWG DWG DWG DWG & & & SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS DWG DWG DWG DWG S5. S5. S5. S5. 5. 5. 5. 5. FOR FOR FOR FOR FLOOR FLOOR FLOOR FLOOR SLOPE SLOPE SLOPE SLOPE REFER REFER REFER REFER TO TO TO TO ARCH ARCH ARCH ARCH DWGS. DWGS. DWGS. DWGS. MAINTAIN MAINTAIN MAINTAIN MAINTAIN 4" 4" 4" 4" MINIMUM MINIMUM MINIMUM MINIMUM SLAB SLAB SLAB SLAB THICKNESS. THICKNESS. THICKNESS. THICKNESS. FOUNDATION FOUNDATION FOUNDATION FOUNDATION DESIGN DESIGN DESIGN DESIGN 2. 2. 2. 2. REFER REFER REFER REFER TO TO TO TO ENVIRONMENTAL ENVIRONMENTAL ENVIRONMENTAL ENVIRONMENTAL SITE SITE SITE SITE ASSESSMENT ASSESSMENT ASSESSMENT ASSESSMENT BY: BY: BY: BY: EBA EBA EBA EBA ENGINEERING ENGINEERING ENGINEERING ENGINEERING CONSULTANTS CONSULTANTS CONSULTANTS CONSULTANTS LTD., LTD., LTD., LTD., FILE FILE FILE FILE NO. NO. NO. NO. 010511708 010511708 010511708 010511708 1. 1. 1. 1. ALL ALL ALL ALL FOOTINGS FOOTINGS FOOTINGS FOOTINGS HAVE HAVE HAVE HAVE BEEN BEEN BEEN BEEN DESIGNED DESIGNED DESIGNED DESIGNED ON ON ON ON THE THE THE THE BASIS BASIS BASIS BASIS OF OF OF OF AN AN AN AN ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE BEARING BEARING BEARING BEARING VALUE VALUE VALUE VALUE OF OF OF OF 110 110 110 110 kPa kPa kPa kPa (2,300 (2,300 (2,300 (2,300 PSF) PSF) PSF) PSF) FOR FOR FOR FOR STRIP STRIP STRIP STRIP FOOTINGS FOOTINGS FOOTINGS FOOTINGS AND AND AND AND SPREAD SPREAD SPREAD SPREAD FOOTINGS, FOOTINGS, FOOTINGS, FOOTINGS, AS AS AS AS RECOMMENDED RECOMMENDED RECOMMENDED RECOMMENDED IN IN IN IN THE THE THE THE GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL IVESTIGATION IVESTIGATION IVESTIGATION IVESTIGATION BY: BY: BY: BY: TERRACON TERRACON TERRACON TERRACON GEOTECHNIQUE GEOTECHNIQUE GEOTECHNIQUE GEOTECHNIQUE LTD., LTD., LTD., LTD., FILE FILE FILE FILE NO. NO. NO. NO. 41892. 41892. 41892. 41892. 3. 3. 3. 3. ALL ALL ALL ALL C1 C1 C1 C1 COLUMNS COLUMNS COLUMNS COLUMNS ARE ARE ARE ARE HSS HSS HSS HSS 3" 3" 3" 3" X X X 3" 3" 3" 3" X X X 0.25" 0.25" 0.25" 0.25" (76 (76 (76 (76 x x x 76 76 76 76 x x x 6.4) 6.4) 6.4) 6.4) UNLESS UNLESS UNLESS UNLESS NOTED. NOTED. NOTED. NOTED. 12 12 12 12 11 11 11 11 9 9 9 10 10 10 10 8 8 8 6 6 6 7 7 7 4 4 4 5 5 5 3 3 3 2 2 2 1 1 1 D D D C1 C1 C1 C1 C C C B B B A A A C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 2 2 2 COMPARTMENT COMPARTMENT COMPARTMENT COMPARTMENT SUMP, SUMP, SUMP, SUMP, SEE SEE SEE SEE DETAIL DETAIL DETAIL DETAIL THIS THIS THIS THIS DRAWING DRAWING DRAWING DRAWING CONTROL CONTROL CONTROL CONTROL JOINTS JOINTS JOINTS JOINTS SEE SEE SEE SEE TYP TYP TYP TYP DETAIL DETAIL DETAIL DETAIL THIS THIS THIS THIS DWG. DWG. DWG. DWG. 4" 4" 4" 4" SLAB SLAB SLAB SLAB ON ON ON ON GRADE GRADE GRADE GRADE c/w c/w c/w c/w 10M@16" 10M@16" 10M@16" 10M@16" EW EW EW EW NOM NOM NOM NOM EL EL EL EL 91'6" 91'6" 91'6" 91'6" 10"x30" 10"x30" 10"x30" 10"x30" FTG FTG FTG FTG 10"x30" 10"x30" 10"x30" 10"x30" FTG FTG FTG FTG 10"x30" 10"x30" 10"x30" 10"x30" FTG FTG FTG FTG 10"x30" 10"x30" 10"x30" 10"x30" FTG FTG FTG FTG 10"x36" 10"x36" 10"x36" 10"x36" FTG FTG FTG FTG 10"x36" 10"x36" 10"x36" 10"x36" FTG FTG FTG FTG L1.25"x1.25"x0.25" L1.25"x1.25"x0.25" L1.25"x1.25"x0.25" L1.25"x1.25"x0.25" (L32x32x6) (L32x32x6) (L32x32x6) (L32x32x6) ANGLE ANGLE ANGLE ANGLE 1/8" 1/8" 1/8" 1/8" 1" 1" 1" 1" GALV GALV GALV GALV STEEL STEEL STEEL STEEL GRATING GRATING GRATING GRATING 2"x1/4"x6" 2"x1/4"x6" 2"x1/4"x6" 2"x1/4"x6" LG LG LG LG STRAP STRAP STRAP STRAP ANCHORS ANCHORS ANCHORS ANCHORS @ @ @ 12" 12" 12" 12" c/c c/c c/c c/c 1/4" 1/4" 1/4" 1/4" BENT BENT BENT BENT PLATE PLATE PLATE PLATE 2"x1/4"x6" 2"x1/4"x6" 2"x1/4"x6" 2"x1/4"x6" LG LG LG LG STRAP STRAP STRAP STRAP ANCHORS ANCHORS ANCHORS ANCHORS @ @ @ 12" 12" 12" 12" c/c c/c c/c c/c 5/8" 5/8" 5/8" 5/8" GALV GALV GALV GALV STEEL STEEL STEEL STEEL PLATE PLATE PLATE PLATE 1/8" 1/8" 1/8" 1/8" CONCRETE CONCRETE CONCRETE CONCRETE FILLED FILLED FILLED FILLED CONCRETE CONCRETE CONCRETE CONCRETE TOP TOP TOP TOP OF OF OF OF SLAB SLAB SLAB SLAB 6" 6" 6" 6" DIA DIA DIA DIA STANDARD STANDARD STANDARD STANDARD PIPE PIPE PIPE PIPE 1" 1" 1" 1" 1/2" 1/2" 1/2" 1/2" JOINT JOINT JOINT JOINT 6"x11/2"x1/4" 6"x11/2"x1/4" 6"x11/2"x1/4" 6"x11/2"x1/4" STRAP STRAP STRAP STRAP ANCHORS ANCHORS ANCHORS ANCHORS EL EL EL EL 91'6" 91'6" 91'6" 91'6" 6" 6" 6" 6" TYPE TYPE TYPE TYPE '1' '1' '1' '1' FILL FILL FILL FILL COMPACTED COMPACTED COMPACTED COMPACTED 2" 2" 2" 2" LEVELING LEVELING LEVELING LEVELING SAND SAND SAND SAND * * * * * * WHERE WHERE WHERE WHERE ADDITIONAL ADDITIONAL ADDITIONAL ADDITIONAL FILL FILL FILL FILL IS IS IS IS REQUIRED REQUIRED REQUIRED REQUIRED TO TO TO TO BRING BRING BRING BRING THE THE THE THE SLAB SLAB SLAB SLAB UP UP UP UP TO TO TO TO DESIGN DESIGN DESIGN DESIGN ELEVATION, ELEVATION, ELEVATION, ELEVATION, USE USE USE USE TYPE TYPE TYPE TYPE '1' '1' '1' '1' FILL FILL FILL FILL COMPACTED COMPACTED COMPACTED COMPACTED AS AS AS AS PER PER PER PER SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS. SUB SUB SUB SUB BASE BASE BASE BASE COMPACTED COMPACTED COMPACTED COMPACTED AS AS AS AS SPECIFIED SPECIFIED SPECIFIED SPECIFIED 4" 4" 4" 4" SLAB SLAB SLAB SLAB c/w c/w c/w c/w 10M@16 10M@16 10M@16 10M@16 EW EW EW EW @ @ @ MIDHEIGHT MIDHEIGHT MIDHEIGHT MIDHEIGHT ON ON ON ON CHAIRS CHAIRS CHAIRS CHAIRS 6mil 6mil 6mil 6mil POLY POLY POLY POLY VAPOUR VAPOUR VAPOUR VAPOUR BARRIER BARRIER BARRIER BARRIER SAWCUT SAWCUT SAWCUT SAWCUT CONTROL CONTROL CONTROL CONTROL JOINTS JOINTS JOINTS JOINTS WITHIN WITHIN WITHIN WITHIN 18 18 18 18 hrs. hrs. hrs. hrs. OF OF OF OF POURING POURING POURING POURING SLAB. SLAB. SLAB. SLAB. NOTE: NOTE: NOTE: NOTE: 2" 2" 2" 2" x x x 2`" 2`" 2`" 2`" KEY KEY KEY KEY (OPTIONAL) (OPTIONAL) (OPTIONAL) (OPTIONAL) SEALANT SEALANT SEALANT SEALANT SLAB SLAB SLAB SLAB OR OR OR OR WALL WALL WALL WALL 2"x4" 2"x4" 2"x4" 2"x4" KEY KEY KEY KEY BASE BASE BASE BASE OF OF OF OF WALL WALL WALL WALL T Y P T Y P T Y P T Y P SEE SEE SEE SEE CONTROL CONTROL CONTROL CONTROL JOINT JOINT JOINT JOINT DETAIL DETAIL DETAIL DETAIL THIS THIS THIS THIS DWG DWG DWG DWG HOR HOR HOR HOR REINF REINF REINF REINF WALL WALL WALL WALL VERT VERT VERT VERT REINF REINF REINF REINF L L L 24"x24" 24"x24" 24"x24" 24"x24" TO TO TO TO MATCH MATCH MATCH MATCH HOR. HOR. HOR. HOR. REINF. REINF. REINF. REINF. 3" 3" 3" 3" SLOPE SLOPE SLOPE SLOPE 3" 3" 3" 3" SLOPE SLOPE SLOPE SLOPE 3" 3" 3" 3" SLOPE SLOPE SLOPE SLOPE 3" 3" 3" 3" SLOPE SLOPE SLOPE SLOPE NOTE: NOTE: NOTE: NOTE: PREFORMED PREFORMED PREFORMED PREFORMED METAL METAL METAL METAL SUMP, SUMP, SUMP, SUMP, SET SET SET SET IN IN IN IN CONCRETE, CONCRETE, CONCRETE, CONCRETE, IS IS IS IS ALSO ALSO ALSO ALSO ACCEPTABLE. ACCEPTABLE. ACCEPTABLE. ACCEPTABLE. C1 C1 C1 C1 C1 C1 C1 C1 2x4 2x4 2x4 2x4 KEY KEY KEY KEY EL EL EL EL 91'6" 91'6" 91'6" 91'6" 10M@8 10M@8 10M@8 10M@8 TYPICAL" TYPICAL" TYPICAL" TYPICAL" 215M 215M 215M 215M 215M 215M 215M 215M 4" 4" 4" 4" W/STOP W/STOP W/STOP W/STOP SEE SEE SEE SEE MECH MECH MECH MECH DWGS DWGS DWGS DWGS SEE SEE SEE SEE MECH MECH MECH MECH DWGS DWGS DWGS DWGS 1/8" 1/8" 1/8" 1/8" NOTE: NOTE: NOTE: NOTE: PREFORMED PREFORMED PREFORMED PREFORMED METAL METAL METAL METAL SUMP, SUMP, SUMP, SUMP, SET SET SET SET IN IN IN IN CONCRETE, CONCRETE, CONCRETE, CONCRETE, IS IS IS IS ALSO ALSO ALSO ALSO ACCEPTABLE. ACCEPTABLE. ACCEPTABLE. ACCEPTABLE. SLOPE SLOPE SLOPE SLOPE CONCRETE CONCRETE CONCRETE CONCRETE TO TO TO TO SUMP SUMP SUMP SUMP BY BY BY BY GENERAL GENERAL GENERAL GENERAL CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR 2x4 2x4 2x4 2x4 KEY KEY KEY KEY EL EL EL EL 91'6" 91'6" 91'6" 91'6" 10M 10M 10M 10M @ @ @ 8" 8" 8" 8" TYPICAL TYPICAL TYPICAL TYPICAL 10M 10M 10M 10M @ @ @ 16" 16" 16" 16" DOWELS DOWELS DOWELS DOWELS (18"x14") (18"x14") (18"x14") (18"x14") 215M 215M 215M 215M 215M 215M 215M 215M 4" 4" 4" 4" W/STOP W/STOP W/STOP W/STOP SEE SEE SEE SEE MECH MECH MECH MECH DWGS DWGS DWGS DWGS SEE SEE SEE SEE MECH MECH MECH MECH DWGS DWGS DWGS DWGS SEE SEE SEE SEE MECH MECH MECH MECH DWGS DWGS DWGS DWGS SEE SEE SEE SEE MECH MECH MECH MECH DWGS DWGS DWGS DWGS FOR FOR FOR FOR PIPES PIPES PIPES PIPES L1.25"x1.25"x0.25" L1.25"x1.25"x0.25" L1.25"x1.25"x0.25" L1.25"x1.25"x0.25" (L32x32x6) (L32x32x6) (L32x32x6) (L32x32x6) ANGLE ANGLE ANGLE ANGLE 2"x1/4"x6" 2"x1/4"x6" 2"x1/4"x6" 2"x1/4"x6" LG LG LG LG STRAP STRAP STRAP STRAP ANCHORS ANCHORS ANCHORS ANCHORS @ @ @ 12" 12" 12" 12" c/c c/c c/c c/c 10M 10M 10M 10M @ @ @ 16" 16" 16" 16" DOWELS DOWELS DOWELS DOWELS (18"x14") (18"x14") (18"x14") (18"x14") 1" 1" 1" 1" GALV GALV GALV GALV STEEL STEEL STEEL STEEL GRATING GRATING GRATING GRATING HOOK HOOK HOOK HOOK ALL ALL ALL ALL BAR BAR BAR BAR ENDS ENDS ENDS ENDS TYPICAL TYPICAL TYPICAL TYPICAL SEE SEE SEE SEE MECH MECH MECH MECH DRAWINGS DRAWINGS DRAWINGS DRAWINGS FOR FOR FOR FOR PIPES PIPES PIPES PIPES HOOK HOOK HOOK HOOK ALL ALL ALL ALL BAR BAR BAR BAR ENDS ENDS ENDS ENDS TYPICAL TYPICAL TYPICAL TYPICAL 10M 10M 10M 10M @ @ @ 6" 6" 6" 6" EACH EACH EACH EACH WAY WAY WAY WAY TYPICAL TYPICAL TYPICAL TYPICAL 10M 10M 10M 10M @ @ @ 6" 6" 6" 6" EACH EACH EACH EACH WAY WAY WAY WAY TYPICAL TYPICAL TYPICAL TYPICAL WEEPING WEEPING WEEPING WEEPING TILE TILE TILE TILE SUMP, SUMP, SUMP, SUMP, SEE SEE SEE SEE DETAIL DETAIL DETAIL DETAIL THIS THIS THIS THIS DRAWING DRAWING DRAWING DRAWING TWO TWO TWO TWO COMPARTMENT COMPARTMENT COMPARTMENT COMPARTMENT SUMP SUMP SUMP SUMP DETAIL DETAIL DETAIL DETAIL SCALE: SCALE: SCALE: SCALE: 3/4" 3/4" 3/4" 3/4" = = = 1'0" 1'0" 1'0" 1'0" TYPICAL TYPICAL TYPICAL TYPICAL BOLLARD BOLLARD BOLLARD BOLLARD DETAIL DETAIL DETAIL DETAIL SCALE: SCALE: SCALE: SCALE: 3/4" 3/4" 3/4" 3/4" = = = 1'0" 1'0" 1'0" 1'0" TYP TYP TYP TYP SLAB SLAB SLAB SLAB ON ON ON ON GRADE GRADE GRADE GRADE DETAIL DETAIL DETAIL DETAIL SCALE: SCALE: SCALE: SCALE: 11/2" 11/2" 11/2" 11/2" = = = 1'0" 1'0" 1'0" 1'0" TYP TYP TYP TYP COLUMN COLUMN COLUMN COLUMN JOINT JOINT JOINT JOINT DETAIL DETAIL DETAIL DETAIL SCALE: SCALE: SCALE: SCALE: NTS NTS NTS NTS TYPICAL TYPICAL TYPICAL TYPICAL CORNER CORNER CORNER CORNER REINFORCING REINFORCING REINFORCING REINFORCING DETAIL DETAIL DETAIL DETAIL SCALE: SCALE: SCALE: SCALE: 3/4" 3/4" 3/4" 3/4" = = = 1'0" 1'0" 1'0" 1'0" TYP TYP TYP TYP CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION JOINT JOINT JOINT JOINT DETAIL DETAIL DETAIL DETAIL SCALE: SCALE: SCALE: SCALE: 1" 1" 1" 1" = = = 1'0" 1'0" 1'0" 1'0" TYP TYP TYP TYP CONTROL CONTROL CONTROL CONTROL JOINT JOINT JOINT JOINT DETAIL DETAIL DETAIL DETAIL SCALE: SCALE: SCALE: SCALE: 2" 2" 2" 2" = = = 1'0" 1'0" 1'0" 1'0" WEEPING WEEPING WEEPING WEEPING TILE TILE TILE TILE SUMP SUMP SUMP SUMP DETAIL DETAIL DETAIL DETAIL SCALE: SCALE: SCALE: SCALE: 3/4" 3/4" 3/4" 3/4" = = = 1'0" 1'0" 1'0" 1'0" SEAL: SEAL: SEAL: SEAL: SYMBOL SYMBOL SYMBOL SYMBOL LEGEND: LEGEND: LEGEND: LEGEND: x Sx Sx D D DE E ET T TA A AI I IL L L N N NU U UM M MB B BE E ER R R FIRST FIRST FIRST FIRST PAGE PAGE PAGE PAGE REFERENCE REFERENCE REFERENCE REFERENCE D D DE E ET T TA A AI I IL L L P P PA A AG G GE E E 0 0 08 8 8. . .0 0 06 6 6. . .1 1 18 8 8 ISSUED ISSUED ISSUED ISSUED FOR FOR FOR FOR DESIGN DESIGN DESIGN DESIGN REVIEW REVIEW REVIEW REVIEW ISSUED ISSUED ISSUED ISSUED FOR FOR FOR FOR FOUNDATION FOUNDATION FOUNDATION FOUNDATION PERMIT PERMIT PERMIT PERMIT ISSUED ISSUED ISSUED ISSUED FOR FOR FOR FOR BUILDING BUILDING BUILDING BUILDING PERMIT PERMIT PERMIT PERMIT 3BAY 3BAY 3BAY 3BAY (RIGHT) (RIGHT) (RIGHT) (RIGHT) DRIVETHRU DRIVETHRU DRIVETHRU DRIVETHRU OIL OIL OIL OIL CHANGE CHANGE CHANGE CHANGE FACILITY FACILITY FACILITY FACILITY LUBEX LUBEX LUBEX LUBEX FORT FORT FORT FORT McMURRAY McMURRAY McMURRAY McMURRAY 297 297 297 297 POWDER POWDER POWDER POWDER D D DR R RI I IV V VE E E 0 0 09 9 9. . .0 0 07 7 7. . .1 1 10 0 0 0 0 09 9 9. . .0 0 07 7 7. . .1 1 10 0 0 0 0 09 9 90 0 06 6 6 4 4 47 7 7 July July July July 1 1 10 0 0, , , 2 2 20 0 00 0 09 9 9 July July July July 1 1 10 0 0, , , 2 2 20 0 00 0 09 9 9
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Transcript of 080918 S1 Str-Fndn-Plan Timberlea...
DEVELOPMENT GROUP
10213 - 111 Street,
Fax: (780) 425-3564
Tel: (780) 423-5525
Edmonton, Alberta,
T5K 2V6
4003 Aspen Drive East,Edmonton, Alberta, T6J 2A7
FOUNDATIONFOUNDATIONFOUNDATIONFOUNDATION PLANPLANPLANPLAN
DRAWINGDRAWINGDRAWINGDRAWING ISSUEISSUEISSUEISSUE DATE:DATE:DATE:DATE:
SHEETSHEETSHEETSHEET NO.:NO.:NO.:NO.:
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REVISIONS:REVISIONS:REVISIONS:REVISIONS: DDDDAAAATTTTEEEE::::
DRAWINGDRAWINGDRAWINGDRAWING TITLE:TITLE:TITLE:TITLE:
ANYANYANYANY ANDANDANDAND ALLALLALLALL ERRORSERRORSERRORSERRORS OROROROR OMISSIONSOMISSIONSOMISSIONSOMISSIONS IIIINNNN TTTTHHHHIIIISSSS
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INSTRUMENTSINSTRUMENTSINSTRUMENTSINSTRUMENTS OFOFOFOF SERVICESERVICESERVICESERVICE AREAREAREARE THETHETHETHE PPPPRRRROOOOPPPPEEEERRRRTTTTYYYY OOOOFFFF
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DRAWINGDRAWINGDRAWINGDRAWING AND/ORAND/ORAND/ORAND/OR THETHETHETHE SPECIFICATIONSSPECIFICATIONSSPECIFICATIONSSPECIFICATIONS SSSSHHHHAAAALLLLLLLL BBBBEEEE
CORRECTCORRECTCORRECTCORRECT INTERPRETATIONINTERPRETATIONINTERPRETATIONINTERPRETATION ANDANDANDAND PROPERPROPERPROPERPROPER RRRREEEEVVVVIIIISSSSIIIIOOOONNNN
REPRODUCTIONREPRODUCTIONREPRODUCTIONREPRODUCTION MAYMAYMAYMAY BEBEBEBE MADEMADEMADEMADE WWWWIIIITTTTHHHHOOOOUUUUTTTT TTTTHHHHEEEE
PERMISSIONPERMISSIONPERMISSIONPERMISSION OFOFOFOF LUBEXXLUBEXXLUBEXXLUBEXX EEEENNNNTTTTEEEERRRRPPPPRRRRIIIISSSSEEEESSSS LLLLTTTTDDDD....
SCALE:SCALE:SCALE:SCALE:
DRAWNDRAWNDRAWNDRAWN BY:BY:BY:BY:
CHECKED:CHECKED:CHECKED:CHECKED:
FILEFILEFILEFILE NO.:NO.:NO.:NO.:
DATEDATEDATEDATE OFOFOFOF PLOT:PLOT:PLOT:PLOT:
TOWN:TOWN:TOWN:TOWN:
SCALE:SCALE:SCALE:SCALE: 1/4"1/4"1/4"1/4" ==== 1'�0"1'�0"1'�0"1'�0"
DEVELOPER:DEVELOPER:DEVELOPER:DEVELOPER:
PRIMEPRIMEPRIMEPRIME CONSULTANT:CONSULTANT:CONSULTANT:CONSULTANT:
EEEES3S3S3S3S1S1S1S1
EEEES3S3S3S3S1S1S1S1
FFFFS3S3S3S3S1S1S1S1
FFFFS3S3S3S3S1S1S1S1
GGGGS3S3S3S3S1S1S1S1
6"6"6"6" 6"6"6"6"
6"6"6"6"
4'�6"
4'�6"
4'�6"
4'�6"
4'�0"
4'�0"
4'�0"
4'�0"
24"
24"
24"
24"
10'�1"10'�1"10'�1"10'�1"
30'�8"30'�8"30'�8"30'�8"
10'�1"10'�1"10'�1"10'�1"10'�6"10'�6"10'�6"10'�6"3'�8"
3'�8"
3'�8"
3'�8"
53'�4"
53'�4"
53'�4"
53'�4"
7'�2"
7'�2"
7'�2"
7'�2"
3'�8"
3'�8"
3'�8"
3'�8"
4'�0"
4'�0"
4'�0"
4'�0"
5'�4"
5'�4"
5'�4"
5'�4"
4'�8"
4'�8"
4'�8"
4'�8"
5'�0"
5'�0"
5'�0"
5'�0"
3'�8"
3'�8"
3'�8"
3'�8"
3'�8"
3'�8"
3'�8"
3'�8"
4'�8"
4'�8"
4'�8"
4'�8"
7'�10"
7'�10"
7'�10"
7'�10"
8"8"8"8"
4"4"4"4"
8"8"8"8" 8"8"8"8" 24"24"24"24" 8"8"8"8" 8"8"8"8"
3'�0"
3'�0"
3'�0"
3'�0"
8"8"8"8"
4"4"4"4"
8"8"8"8" 8"8"8"8" 24"24"24"24" 24"24"24"24"8"8"8"8" 8"8"8"8" 8"8"8"8"
3'�0"
3'�0"
3'�0"
3'�0"
1/8"1/8"1/8"1/8"
4"4"4"4"
3/4"
3/4"
3/4"
3/4"
1.1.1.1. T/CT/CT/CT/C FLOORFLOORFLOORFLOOR ELELELEL 91'�6"91'�6"91'�6"91'�6" UNLESSUNLESSUNLESSUNLESS NOTEDNOTEDNOTEDNOTED OTHERWISE.OTHERWISE.OTHERWISE.OTHERWISE.
4.4.4.4. FORFORFORFOR STAIRWELLSTAIRWELLSTAIRWELLSTAIRWELL DETAILSDETAILSDETAILSDETAILS REFERREFERREFERREFER TOTOTOTO ARCHARCHARCHARCH DWGS.DWGS.DWGS.DWGS.
NOTESNOTESNOTESNOTES
2.2.2.2. FLOORFLOORFLOORFLOOR SLABSLABSLABSLAB TOTOTOTO BEBEBEBE 4"4"4"4" CONCRETECONCRETECONCRETECONCRETE WITHWITHWITHWITH 10M@16"10M@16"10M@16"10M@16" EWEWEWEW TOP.TOP.TOP.TOP. SEESEESEESEE TYPICALTYPICALTYPICALTYPICAL DETAILDETAILDETAILDETAIL THISTHISTHISTHIS DWGDWGDWGDWG &&&& SPECIFICATIONSSPECIFICATIONSSPECIFICATIONSSPECIFICATIONS DWGDWGDWGDWG S5.S5.S5.S5.
5.5.5.5. FORFORFORFOR FLOORFLOORFLOORFLOOR SLOPESLOPESLOPESLOPE REFERREFERREFERREFER TOTOTOTO ARCHARCHARCHARCH DWGS.DWGS.DWGS.DWGS. MAINTAINMAINTAINMAINTAINMAINTAIN 4"4"4"4" MINIMUMMINIMUMMINIMUMMINIMUM SLABSLABSLABSLAB THICKNESS.THICKNESS.THICKNESS.THICKNESS.
FOUNDATIONFOUNDATIONFOUNDATIONFOUNDATION DESIGNDESIGNDESIGNDESIGN
2.2.2.2. REFERREFERREFERREFER TOTOTOTO ENVIRONMENTALENVIRONMENTALENVIRONMENTALENVIRONMENTAL SITESITESITESITE ASSESSMENTASSESSMENTASSESSMENTASSESSMENT BY:BY:BY:BY: EBAEBAEBAEBA ENGINEERINGENGINEERINGENGINEERINGENGINEERING CONSULTANTSCONSULTANTSCONSULTANTSCONSULTANTS LTD.,LTD.,LTD.,LTD., FILEFILEFILEFILE NO.NO.NO.NO. 0105�117080105�117080105�117080105�11708
1.1.1.1. ALLALLALLALL FOOTINGSFOOTINGSFOOTINGSFOOTINGS HAVEHAVEHAVEHAVE BEENBEENBEENBEEN DESIGNEDDESIGNEDDESIGNEDDESIGNED ONONONON THETHETHETHE BASISBASISBASISBASIS OFOFOFOF ANANANAN ALLOWABLEALLOWABLEALLOWABLEALLOWABLE BEARINGBEARINGBEARINGBEARING VALUEVALUEVALUEVALUE OFOFOFOF 110110110110 kPakPakPakPa (2,300(2,300(2,300(2,300 PSF)PSF)PSF)PSF) FORFORFORFOR STRIPSTRIPSTRIPSTRIP FOOTINGSFOOTINGSFOOTINGSFOOTINGS ANDANDANDAND SPREADSPREADSPREADSPREAD FOOTINGS,FOOTINGS,FOOTINGS,FOOTINGS, ASASASAS RECOMMENDEDRECOMMENDEDRECOMMENDEDRECOMMENDED ININININ THETHETHETHE GEOTECHNICALGEOTECHNICALGEOTECHNICALGEOTECHNICAL IVESTIGATIONIVESTIGATIONIVESTIGATIONIVESTIGATION BY:BY:BY:BY: TERRACONTERRACONTERRACONTERRACON GEOTECHNIQUEGEOTECHNIQUEGEOTECHNIQUEGEOTECHNIQUE LTD.,LTD.,LTD.,LTD., FILEFILEFILEFILE NO.NO.NO.NO. 4189�2.4189�2.4189�2.4189�2.
3.3.3.3. ALLALLALLALL C1C1C1C1 COLUMNSCOLUMNSCOLUMNSCOLUMNS AREAREAREARE HSSHSSHSSHSS 3"3"3"3" XXXX 3"3"3"3" XXXX 0.25"0.25"0.25"0.25" (76(76(76(76 xxxx 76767676 xxxx 6.4)6.4)6.4)6.4) UNLESSUNLESSUNLESSUNLESS NOTED.NOTED.NOTED.NOTED.
12121212
11111111
9999
10101010
8888
6666
7777
4444
5555
3333
2222
1111
DDDD
C1C1C1C1
CCCCBBBBAAAA
C1C1C1C1
C1C1C1C1C1C1C1C1
C1C1C1C1C1C1C1C1
C1C1C1C1C1C1C1C1
C1C1C1C1C1C1C1C1
C1C1C1C1C1C1C1C1
C1C1C1C1C1C1C1C1
C1C1C1C1C1C1C1C1
2222 COMPARTMENTCOMPARTMENTCOMPARTMENTCOMPARTMENTSUMP,SUMP,SUMP,SUMP, SEESEESEESEE DETAILDETAILDETAILDETAILTHISTHISTHISTHIS DRAWINGDRAWINGDRAWINGDRAWING
CONTROLCONTROLCONTROLCONTROL JOINTSJOINTSJOINTSJOINTSSEESEESEESEE TYPTYPTYPTYP DETAILDETAILDETAILDETAILTHISTHISTHISTHIS DWG.DWG.DWG.DWG.
4"4"4"4" SLABSLABSLABSLAB ONONONON GRADEGRADEGRADEGRADEc/wc/wc/wc/w 10M@16"10M@16"10M@16"10M@16" EWEWEWEWNOMNOMNOMNOM ELELELEL 91'�6"91'�6"91'�6"91'�6"
10"x30"
10"x30"
10"x30"
10"x30" FTG
FTG
FTG
FTG
10"x30"10"x30"10"x30"10"x30" FTGFTGFTGFTG
10"x30"
10"x30"
10"x30"
10"x30" FTG
FTG
FTG
FTG
10"x30"10"x30"10"x30"10"x30" FTGFTGFTGFTG
10"x36"
10"x36"
10"x36"
10"x36" FTG
FTG
FTG
FTG
10"x36"
10"x36"
10"x36"
10"x36" FTG
FTG
FTG
FTG
L1.25"x1.25"x0.25"L1.25"x1.25"x0.25"L1.25"x1.25"x0.25"L1.25"x1.25"x0.25"(L32x32x6)(L32x32x6)(L32x32x6)(L32x32x6) ANGLEANGLEANGLEANGLE
1/8"1/8"1/8"1/8"1"1"1"1" GALVGALVGALVGALVSTEELSTEELSTEELSTEEL GRATINGGRATINGGRATINGGRATING
2"x1/4"x6"2"x1/4"x6"2"x1/4"x6"2"x1/4"x6" LGLGLGLGSTRAPSTRAPSTRAPSTRAP ANCHORSANCHORSANCHORSANCHORS@@@@ 12"12"12"12" c/cc/cc/cc/c
1/4"1/4"1/4"1/4" BENTBENTBENTBENTPLATEPLATEPLATEPLATE
2"x1/4"x6"2"x1/4"x6"2"x1/4"x6"2"x1/4"x6" LGLGLGLGSTRAPSTRAPSTRAPSTRAP ANCHORSANCHORSANCHORSANCHORS@@@@ 12"12"12"12" c/cc/cc/cc/c
5/8"5/8"5/8"5/8" GALVGALVGALVGALVSTEELSTEELSTEELSTEEL PLATEPLATEPLATEPLATE
1/8"1/8"1/8"1/8"
CONCRETECONCRETECONCRETECONCRETE FILLEDFILLEDFILLEDFILLED
CONCRETECONCRETECONCRETECONCRETE
TOPTOPTOPTOP OFOFOFOF SLABSLABSLABSLAB
6"6"6"6" DIADIADIADIASTANDARDSTANDARDSTANDARDSTANDARD PIPEPIPEPIPEPIPE
1"1"1"1"
1/2"1/2"1/2"1/2"JOINTJOINTJOINTJOINT
6"x1�1/2"x1/4"6"x1�1/2"x1/4"6"x1�1/2"x1/4"6"x1�1/2"x1/4"STRAPSTRAPSTRAPSTRAP ANCHORSANCHORSANCHORSANCHORS
ELELELEL 91'�6"91'�6"91'�6"91'�6"
6"6"6"6" TYPETYPETYPETYPE '1''1''1''1' FILLFILLFILLFILL COMPACTEDCOMPACTEDCOMPACTEDCOMPACTED
2"2"2"2" LEVELINGLEVELINGLEVELINGLEVELING SANDSANDSANDSAND
****
**** WHEREWHEREWHEREWHERE ADDITIONALADDITIONALADDITIONALADDITIONAL FILLFILLFILLFILL ISISISIS REQUIREDREQUIREDREQUIREDREQUIRED TOTOTOTO BRINGBRINGBRINGBRING THETHETHETHE SLABSLABSLABSLAB UPUPUPUP TOTOTOTO DESIGNDESIGNDESIGNDESIGN ELEVATION,ELEVATION,ELEVATION,ELEVATION, USEUSEUSEUSE TYPETYPETYPETYPE '1''1''1''1' FILLFILLFILLFILL COMPACTEDCOMPACTEDCOMPACTEDCOMPACTED ASASASAS PERPERPERPER SPECIFICATIONS.SPECIFICATIONS.SPECIFICATIONS.SPECIFICATIONS.
SUBSUBSUBSUB BASEBASEBASEBASE COMPACTEDCOMPACTEDCOMPACTEDCOMPACTEDASASASAS SPECIFIEDSPECIFIEDSPECIFIEDSPECIFIED
4"4"4"4" SLABSLABSLABSLAB c/wc/wc/wc/w 10M@1610M@1610M@1610M@16 EWEWEWEW@@@@ MID�HEIGHTMID�HEIGHTMID�HEIGHTMID�HEIGHT ONONONON CHAIRSCHAIRSCHAIRSCHAIRS
6mil6mil6mil6mil POLYPOLYPOLYPOLY VAPOURVAPOURVAPOURVAPOUR BARRIERBARRIERBARRIERBARRIER
SAWCUTSAWCUTSAWCUTSAWCUT CONTROLCONTROLCONTROLCONTROL JOINTSJOINTSJOINTSJOINTS WITHINWITHINWITHINWITHIN18181818 hrs.hrs.hrs.hrs. OFOFOFOF POURINGPOURINGPOURINGPOURING SLAB.SLAB.SLAB.SLAB.
NOTE:NOTE:NOTE:NOTE:
2"2"2"2" xxxx 2`"2`"2`"2`" KEYKEYKEYKEY(OPTIONAL)(OPTIONAL)(OPTIONAL)(OPTIONAL)
SEALANTSEALANTSEALANTSEALANT
SLABSLABSLABSLAB OROROROR WALLWALLWALLWALL
2"x4"2"x4"2"x4"2"x4" KEYKEYKEYKEY
BASEBASEBASEBASE OFOFOFOF WALLWALLWALLWALL
TYPTY
PTY
PTY
P
SEESEESEESEE CONTROLCONTROLCONTROLCONTROL JOINTJOINTJOINTJOINTDETAILDETAILDETAILDETAIL THISTHISTHISTHIS DWGDWGDWGDWG
HORHORHORHOR REINFREINFREINFREINF
WALLWALLWALLWALL
VERTVERTVERTVERT REINFREINFREINFREINF
LLLL 24"x24"24"x24"24"x24"24"x24" TOTOTOTOMATCHMATCHMATCHMATCH HOR.HOR.HOR.HOR. REINF.REINF.REINF.REINF.
3"3"3"3" SLOPESLOPESLOPESLOPE 3"3"3"3" SLOPESLOPESLOPESLOPE3"3"3"3" SLOPE
SLOPE
SLOPE
SLOPE
3"3"3"3" SLOPE
SLOPE
SLOPE
SLOPE
NOTE:NOTE:NOTE:NOTE: PREFORMEDPREFORMEDPREFORMEDPREFORMED METALMETALMETALMETAL SUMP,SUMP,SUMP,SUMP, SETSETSETSET ININININ CONCRETE,CONCRETE,CONCRETE,CONCRETE, ISISISIS ALSOALSOALSOALSO ACCEPTABLE.ACCEPTABLE.ACCEPTABLE.ACCEPTABLE.
C1C1C1C1C1C1C1C1
2x42x42x42x4 KEYKEYKEYKEY
ELELELEL 91'�6"91'�6"91'�6"91'�6"
10M@810M@810M@810M@8TYPICAL"TYPICAL"TYPICAL"TYPICAL"2�15M2�15M2�15M2�15M
2�15M2�15M2�15M2�15M
4"4"4"4" W/STOPW/STOPW/STOPW/STOP
SEESEESEESEE MECHMECHMECHMECH DWGSDWGSDWGSDWGS
SEE
SEE
SEE
SEE MECH
MECH
MECH
MECH DWGS
DWGS
DWGS
DWGS
1/8"1/8"1/8"1/8"
NOTE:NOTE:NOTE:NOTE: PREFORMEDPREFORMEDPREFORMEDPREFORMED METALMETALMETALMETAL SUMP,SUMP,SUMP,SUMP, SETSETSETSET ININININ CONCRETE,CONCRETE,CONCRETE,CONCRETE, ISISISIS ALSOALSOALSOALSO ACCEPTABLE.ACCEPTABLE.ACCEPTABLE.ACCEPTABLE.
SLOPESLOPESLOPESLOPE CONCRETECONCRETECONCRETECONCRETETOTOTOTO SUMPSUMPSUMPSUMP BYBYBYBYGENERALGENERALGENERALGENERAL CONTRACTORCONTRACTORCONTRACTORCONTRACTOR
2x42x42x42x4 KEYKEYKEYKEY
ELELELEL 91'�6"91'�6"91'�6"91'�6"
10M10M10M10M @@@@ 8"8"8"8"TYPICALTYPICALTYPICALTYPICAL
10M10M10M10M @@@@ 16"16"16"16"DOWELSDOWELSDOWELSDOWELS(18"x14")(18"x14")(18"x14")(18"x14")
2�15M2�15M2�15M2�15M
2�15M2�15M2�15M2�15M
4"4"4"4" W/STOPW/STOPW/STOPW/STOP
SEESEESEESEE MECHMECHMECHMECH DWGSDWGSDWGSDWGS SEESEESEESEE MECHMECHMECHMECH DWGSDWGSDWGSDWGS
SEE
SEE
SEE
SEE MECH
MECH
MECH
MECH DWGS
DWGS
DWGS
DWGSSEESEESEESEE MECHMECHMECHMECH DWGSDWGSDWGSDWGS
FORFORFORFOR PIPESPIPESPIPESPIPES
L1.25"x1.25"x0.25"L1.25"x1.25"x0.25"L1.25"x1.25"x0.25"L1.25"x1.25"x0.25"(L32x32x6)(L32x32x6)(L32x32x6)(L32x32x6) ANGLEANGLEANGLEANGLE
2"x1/4"x6"2"x1/4"x6"2"x1/4"x6"2"x1/4"x6" LGLGLGLGSTRAPSTRAPSTRAPSTRAP ANCHORSANCHORSANCHORSANCHORS@@@@ 12"12"12"12" c/cc/cc/cc/c
10M10M10M10M @@@@ 16"16"16"16"DOWELSDOWELSDOWELSDOWELS(18"x14")(18"x14")(18"x14")(18"x14")
1"1"1"1" GALVGALVGALVGALVSTEELSTEELSTEELSTEEL GRATINGGRATINGGRATINGGRATING
HOOKHOOKHOOKHOOK ALLALLALLALLBARBARBARBAR ENDSENDSENDSENDSTYPICALTYPICALTYPICALTYPICAL
SEESEESEESEE MECHMECHMECHMECHDRAWINGSDRAWINGSDRAWINGSDRAWINGSFORFORFORFOR PIPESPIPESPIPESPIPESHOOKHOOKHOOKHOOK ALLALLALLALL
BARBARBARBAR ENDSENDSENDSENDSTYPICALTYPICALTYPICALTYPICAL
10M10M10M10M @@@@ 6"6"6"6"EACHEACHEACHEACH WAYWAYWAYWAYTYPICALTYPICALTYPICALTYPICAL
10M10M10M10M @@@@ 6"6"6"6"EACHEACHEACHEACH WAYWAYWAYWAYTYPICALTYPICALTYPICALTYPICAL
WEEPINGWEEPINGWEEPINGWEEPING TILETILETILETILESUMP,SUMP,SUMP,SUMP, SEESEESEESEE DETAILDETAILDETAILDETAIL
THISTHISTHISTHIS DRAWINGDRAWINGDRAWINGDRAWING
TWOTWOTWOTWO COMPARTMENTCOMPARTMENTCOMPARTMENTCOMPARTMENT SUMPSUMPSUMPSUMP DETAILDETAILDETAILDETAILSCALE:SCALE:SCALE:SCALE: 3/4"3/4"3/4"3/4" ==== 1'�0"1'�0"1'�0"1'�0"
TYPICALTYPICALTYPICALTYPICAL BOLLARDBOLLARDBOLLARDBOLLARD DETAILDETAILDETAILDETAILSCALE:SCALE:SCALE:SCALE: 3/4"3/4"3/4"3/4" ==== 1'�0"1'�0"1'�0"1'�0"
TYPTYPTYPTYP SLABSLABSLABSLAB ONONONON GRADEGRADEGRADEGRADE DETAILDETAILDETAILDETAILSCALE:SCALE:SCALE:SCALE: 1�1/2"1�1/2"1�1/2"1�1/2" ==== 1'�0"1'�0"1'�0"1'�0"
TYPTYPTYPTYP COLUMNCOLUMNCOLUMNCOLUMNJOINTJOINTJOINTJOINT DETAILDETAILDETAILDETAILSCALE:SCALE:SCALE:SCALE: NTSNTSNTSNTS
TYPICALTYPICALTYPICALTYPICAL CORNERCORNERCORNERCORNERREINFORCINGREINFORCINGREINFORCINGREINFORCING DETAILDETAILDETAILDETAILSCALE:SCALE:SCALE:SCALE: 3/4"3/4"3/4"3/4" ==== 1'�0"1'�0"1'�0"1'�0"
TYPTYPTYPTYP CONSTRUCTIONCONSTRUCTIONCONSTRUCTIONCONSTRUCTIONJOINTJOINTJOINTJOINT DETAILDETAILDETAILDETAILSCALE:SCALE:SCALE:SCALE: 1"1"1"1" ==== 1'�0"1'�0"1'�0"1'�0"
TYPTYPTYPTYP CONTROLCONTROLCONTROLCONTROLJOINTJOINTJOINTJOINT DETAILDETAILDETAILDETAILSCALE:SCALE:SCALE:SCALE: 2"2"2"2" ==== 1'�0"1'�0"1'�0"1'�0"
WEEPINGWEEPINGWEEPINGWEEPING TILETILETILETILE SUMPSUMPSUMPSUMP DETAILDETAILDETAILDETAILSCALE:SCALE:SCALE:SCALE: 3/4"3/4"3/4"3/4" ==== 1'�0"1'�0"1'�0"1'�0"
SEAL:SEAL:SEAL:SEAL:
SYMBOLSYMBOLSYMBOLSYMBOL LEGEND:LEGEND:LEGEND:LEGEND:
xSxSx
DDDDEEEETTTTAAAAIIIILLLLNNNNUUUUMMMMBBBBEEEERRRR
FIRSTFIRSTFIRSTFIRST PAGEPAGEPAGEPAGEREFERENCEREFERENCEREFERENCEREFERENCE
DDDDEEEETTTTAAAAIIIILLLLPPPPAAAAGGGGEEEE
00008888....00006666....11118888ISSUEDISSUEDISSUEDISSUED FORFORFORFOR DESIGNDESIGNDESIGNDESIGN REVIEWREVIEWREVIEWREVIEW
ISSUEDISSUEDISSUEDISSUED FORFORFORFOR FOUNDATIONFOUNDATIONFOUNDATIONFOUNDATION PERMITPERMITPERMITPERMIT
ISSUEDISSUEDISSUEDISSUED FORFORFORFOR BUILDINGBUILDINGBUILDINGBUILDING PERMITPERMITPERMITPERMIT
3�BAY3�BAY3�BAY3�BAY (RIGHT)(RIGHT)(RIGHT)(RIGHT)
DRIVE�THRUDRIVE�THRUDRIVE�THRUDRIVE�THRUOILOILOILOIL CHANGECHANGECHANGECHANGEFACILITYFACILITYFACILITYFACILITY
LUBEXLUBEXLUBEXLUBEX
FORTFORTFORTFORT McMURRAYMcMURRAYMcMURRAYMcMURRAY
297297297297 POWDERPOWDERPOWDERPOWDER DDDDRRRRIIIIVVVVEEEE
00009999....00007777....11110000
00009999....00007777....11110000
0000999900006666����44447777
JulyJulyJulyJuly 11110000,,,, 2222000000009999
JulyJulyJulyJuly 11110000,,,, 2222000000009999
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