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Home My WebLink About08 Site Details - G4.1HEAVY DUTY PAVEMENT TO MEET FLUSH FINISH GRADE IN AREAS WHERE NEW R.O.W. PAVEMENT ABUTTS EXISTING PAVEMENT, MILL DOWN EXISTING PAVEMENT 1 1/2" DEEP BY 6' WIDE AND RESURFACE 1 EXISTING PVMT. NEW PVMT. TO MEET EXISTING PVMT. FLUSH 4" OR 6" SEE PLAN TRANSITION AREA 6X6 WWF REINFORCEMENT SEE DETAIL #10 OR 11 G4.1 CURB FACE 1 1/2" SURFACE COURSE 3 1/2" BINDER COURSE 8" COMPACTED STONE BASE TE BASE TACK COAT PRIME COAT SURFACE COURSE BINDER COURSE NIU��Ng M111111111111111111111111111111111111111111111111111111111111 ILIA UEIU N iItI1W111111IBURlUUIHU ..,A0-6,2 o 1 1/2" SURFACE COURSE 3 BINDER COURSE 4" BITUMINOUS BASE 6" COMPACTED STONE BASE 6" COMPACTED STONE BASE PAVEMENT TO MEET FLUSH SURFACE COURSE PAVEMENT TRANSITION SURFACE BINDER COURSE i-COURSE #5 BAR CONTINUOUS CONCRETE SLAB PAVING 6" BETWEEN SUCCESSIVE PAVING LAYERS WIDTH OF ROADWAY OR PARKING TAKEN FROM THIS POINT ASPHALT PAVING SURFACE COURSE ASPHALT PAVING BINDER COURSE ASPHALT BASE COURSE 911 =11 11 -1 i I- Et I I 11 I i I- EDGE DETAIL OCCURS WHERE =1111 11 11 111- 111_111111 -.111= CURB DOES NOT OCCUR. 111-1111 STD 111 A HVY. DUTY SIDEWALK VARIES SEE SITE PL INNNNIINN NIN NINIIIININIIIIIINIINNNININNINIUIINNNIIINNINIINNNNNINNNINNIIINNINNNNNII TACK COAT PRIME COAT SURFACE COURSE 1 1/2" BINDER COURSE 2 1/2" INSTALL ASPHALT LEVELING COURSE AND PROTECTIVE MEMBRANE "PETROMAT" SYSTEM PER MANUFACTURERS SPECS. MANUFACTURED BY BP AMOCO FABRICS AND FIBERS COMP. MI ®'/I MIME I1111IIIIM1■II11N111111 IN 1 111 "71EMbelk COMP. AGGREGATE BASE PAVEMENT AND TURF EDGE N TS TACK COAT PRIME COAT 3" BINDER COURSE NEW R.O.W. PAVING 4" ASPHALT BASE 6" COMP. AGGREGATE BASE 6" COMP. AGGREGATE BASE COMPACTED WELL DRAINED SUBSOIL BINDER COURSE SLOPE CURB DOWN TO MEET FINAL WALK OR PAVEMENT FLUSH. SLOPED CURB END ASPHALT PAVING AND COMP. AGG. BASE AS SHOWN ON PLANS COMP. AGG. BASE STANDARD SURFACE COURSE r BINDER COURSE TOOLED CONTROL JTS. 1/8" WIDE, MIN. 1" DEPTH APPLIED ANTI SPALLING COMPOUND SAND LEVELING COURSE 1/2" PREFORMED EXPANSION W JOINT SELF- LEVELING SEALANT IN TOP 1/2" 2" TOOL JOINT EXPANSION JOINT TOOL JOINT TOOLED CONTROL JTS. 1 /8" WIDE AND MIN. 1/4 OF SLAB DEPTH APPLIED ANTI SPALLING COMPOUND SAND LEVELING COURSE TOOLED CONTROL JTS.- 1/8" WIDE, MIN. 1-1/8" DEPTH APPLIED ANTI SPALLING COMPOUND 1" SAND LEVELING COURSE 6" DUMPSTER SLAB DETAIL 10 6" CONCRETE SLAB DETAIL NTS 2" TOOL JOINT 11 4" CONCRETE SLAB DETAIL 24" x1/2" DIA. SMOOTH BAR @18"0.C. GREASE AND DOWELL CAP W /BARSTOP BOTH ENDS PLACE 1/2" BIT. EXP. JT. MAX. 30' O.C. IN CURB AND CONTROL JTS. 10' O.C. MAX. 6" CURB NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 6" CONC. SLAB W/2 LAYERS OF 6X6 6/6 W.W.F. W /BROOM FINISH. CONTROL JTS. 12' -0" 0.0. MAX. EXP. JTS. 40' -0" O.C. MAX. SEE DETAIL NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 4" CONC. SLAB W/6X6 10/10 W.W.F. W /BROOM FINISH. CONTROL JTS. 10' -0" 0.0. MAX. EXP. JTS. 40' -0" 0.0. MAX. SEE DETAIL NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. LIGHT BROOM FINISH TYPICAL UNLESS NOTED OTHERWISE 4" TOOL JOINT 4" TOOL JOINT TYP LIGHT BROOM FINISH TYP. UNLESS NOTED OTHERWISE CONTROL JOINT EDGE CONDITION 12 TYPICAL CONCRETE JOINT DETAILS N TS 13 CONCRETE SURFACE DETAIL N TS 6" SLABS WITHIN DUMP$TER AREA AS NOTED SHALL ALSO 3E REINFORCED WITH #3 BAR 12" EACH WAY. 2" TOOL JOINT -1/2"R. ROLL EDGE FOOTING BEYOND CUTOUT TEE -WYE 3x3x1/4" CURB ANGLE, GALVANIZED, ALL CORNERS TO BE WELDED AND SQUARE. W6x6 W2.1 xW2.1 #3 0 1' -0" C TO C (EACH WAY) NON- SHRINK GROUT 8" HUB/ SPIGOT WITH ZURN MODEL #Z- 1445 -A -BP IRON TEE W/ BRONZE PLUG NON- SHRINK GROUT FINISH GRADE 24 "MAX. SECTION GRADE CONCRETE ANCHORS TO BE 1/2' DIA. x 6* LONG, LOCATED 12 CENTERS W/ ONE 3" FROM END THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DOWNSPOUTS BOOTS WITH THE STRUCTURAL AND ARCHITECTURAL PLANS. PROVIDE ALL FITTINGS NECESSARY TO COMPLETE THE DETAIL AS SHOWN OR AS REQUIRED. RAMP TO HAVE ROUGH BROOM FINISH PARALLEL WITH SLOPE 14 ACCESSIBLE RAMP NOT TO SCALE NON WOVEN FILTER CLOTH 1" DIA. RIVER ROCK CURB INLET PIT WALLS TO BE TRUE VERTICLE (W /IN 1/2 10Y4 MIN. SEE GRADING PLAN BUILDING WALL 102 -1/2" DRAIN FINISH FLOOR REDUCER AS REQUIRED C.I. PIPE,SEE PLAN FOR INV. AT BUILDING WALLS SUPPLY AND INSTALL #2500 DOCK LIFT AS MANUFACTURED BY 1021" ADVANCE UFTS 1 -800- 843 -3625 8Y4" DRAIN (REFER TO SITE UTILITI DOCK LIFT CUT AND FORM DOWNSPOUT AS REQUIRED AND AS APPROVED TO FIT CLEANOUT HUB. REFER TO DOCK LIFT MANUFACTURER S FOR PIT LIFT SPECS. AND INSTALLT1ON. (ADVANCE LIFTS.,1 -800- 843 -3625) SECTION 16 DOCK LIFT NTS COMP. AGG. BASE 4" 0 PERF. PVC SDR -35 PIPE MANHOLE /INLET COORDINATE DOWNSPOUT AND DRAIN LAYOUT WITH FOOTING CONSTRUCTION. PROVIDE CUTOUT IN FOOTING AS SHOWN OR AS REQUIRED. TAP STRUCTURES IN PAVEMENT AS SHOWN. ADJUST TUBING AS REQ'D. TO AVOID SEWER LINES. GROUT AROUND TUBE SOLID AT STRUCTURE. 17 UNDERDRAIN LINES IN PAVEMENT NTS BUILDING WALL SEE ARCH. PLANS DR DOWNSPOUT SIZE CLEANOUT WHERE INDICATED TEE -WYE PERIMETER DRAIN PERIMETER DRAIN PLAN VIEW DOWNSPOUT BOOT DETAIL NTS 3/4' RECESS FOR HINGE PLATE FINISH GRADE FILTER FABRIC #3 NOSING BARS '/2 RADIUS 6X6 10/10 WWF REINF 1'-8" I 19 6" PIPE BOLLARD 2'- 8" t II I L pro 37-4 !1 "T 3 mi MU Artrarxmor AA ;I AElil I 20 PAINTED ARROW DETAIL NO SCALE 21 ACCESSIBLE PARKING LOGO NO SCALE 22 PAINTED CROSSWALK /PARKING ISLANDS N TS INSTALL 6" MIN. LAYER OF 1" DIA. WASHED RIVER GRAVEL AGGREGATE OVER FILTER FABRIC. 6" 0 STL. PIPE CONC. FILLED PAINT EXPOSED SURFACE OF PIPE W/2 COATS OF YELLOW PAINT. PAINT IMBEDDED SURFACE W/2 COATS OF RUST INHIBITING PAINT. PAINT ON PAVING 1' -0" X 1' -0" LAYOUT GRID 4" 0 FILTER WRAP PERFORATED DRAIN TUBING. NO.472 BY ADS (217)762 -9448 MAINTAIN 1% MIN. SLOPE IN PIPE AND CONNECT TO NEAREST DRAINAGE STRUCTURE OR AS NOTED AND GROUT AROUND PIPE SOLID AT STRUCTURE. SEE GRADING PLAN G2.1 FOR DRAIN LINE LOCATION. ADJUST AS REQUIRED TO AVOID UTILITY PADS. 23 MECHANICAL YARD UNDERDRAIN NTS 24 PLANTER CURB 1/2" DIA. X 12" LONG SMOOTH STEEL DOWELS 18" 0.0.. GREASE AND DOWEL CAP W BARSTOP EACH END KEYPLAN .,iEj ■t1 CHS FRESHMAN CENTER 201105.00 -J tr W 2 H U Z (A W i O zo Q li" J W (n W CC CC LL 0 opo ii.p Ai A MN Al 1111121 HEAVY DUTY PAVEMENT TO MEET FLUSH FINISH GRADE IN AREAS WHERE NEW R.O.W. PAVEMENT ABUTTS EXISTING PAVEMENT, MILL DOWN EXISTING PAVEMENT 1 1/2" DEEP BY 6' WIDE AND RESURFACE 1 EXISTING PVMT. NEW PVMT. TO MEET EXISTING PVMT. FLUSH 4" OR 6" SEE PLAN TRANSITION AREA 6X6 WWF REINFORCEMENT SEE DETAIL #10 OR 11 G4.1 CURB FACE 1 1/2" SURFACE COURSE 3 1/2" BINDER COURSE 8" COMPACTED STONE BASE TE BASE TACK COAT PRIME COAT SURFACE COURSE BINDER COURSE NIU��Ng M111111111111111111111111111111111111111111111111111111111111 ILIA UEIU N iItI1W111111IBURlUUIHU ..,A0-6,2 o 1 1/2" SURFACE COURSE 3 BINDER COURSE 4" BITUMINOUS BASE 6" COMPACTED STONE BASE 6" COMPACTED STONE BASE PAVEMENT TO MEET FLUSH SURFACE COURSE PAVEMENT TRANSITION SURFACE BINDER COURSE i-COURSE #5 BAR CONTINUOUS CONCRETE SLAB PAVING 6" BETWEEN SUCCESSIVE PAVING LAYERS WIDTH OF ROADWAY OR PARKING TAKEN FROM THIS POINT ASPHALT PAVING SURFACE COURSE ASPHALT PAVING BINDER COURSE ASPHALT BASE COURSE 911 =11 11 -1 i I- Et I I 11 I i I- EDGE DETAIL OCCURS WHERE =1111 11 11 111- 111_111111 -.111= CURB DOES NOT OCCUR. 111-1111 STD 111 A HVY. DUTY SIDEWALK VARIES SEE SITE PL INNNNIINN NIN NINIIIININIIIIIINIINNNININNINIUIINNNIIINNINIINNNNNINNNINNIIINNINNNNNII TACK COAT PRIME COAT SURFACE COURSE 1 1/2" BINDER COURSE 2 1/2" INSTALL ASPHALT LEVELING COURSE AND PROTECTIVE MEMBRANE "PETROMAT" SYSTEM PER MANUFACTURERS SPECS. MANUFACTURED BY BP AMOCO FABRICS AND FIBERS COMP. MI ®'/I MIME I1111IIIIM1■II11N111111 IN 1 111 "71EMbelk COMP. AGGREGATE BASE PAVEMENT AND TURF EDGE N TS TACK COAT PRIME COAT 3" BINDER COURSE NEW R.O.W. PAVING 4" ASPHALT BASE 6" COMP. AGGREGATE BASE 6" COMP. AGGREGATE BASE COMPACTED WELL DRAINED SUBSOIL BINDER COURSE SLOPE CURB DOWN TO MEET FINAL WALK OR PAVEMENT FLUSH. SLOPED CURB END ASPHALT PAVING AND COMP. AGG. BASE AS SHOWN ON PLANS COMP. AGG. BASE STANDARD SURFACE COURSE r BINDER COURSE TOOLED CONTROL JTS. 1/8" WIDE, MIN. 1" DEPTH APPLIED ANTI SPALLING COMPOUND SAND LEVELING COURSE 1/2" PREFORMED EXPANSION W JOINT SELF- LEVELING SEALANT IN TOP 1/2" 2" TOOL JOINT EXPANSION JOINT TOOL JOINT TOOLED CONTROL JTS. 1 /8" WIDE AND MIN. 1/4 OF SLAB DEPTH APPLIED ANTI SPALLING COMPOUND SAND LEVELING COURSE TOOLED CONTROL JTS.- 1/8" WIDE, MIN. 1-1/8" DEPTH APPLIED ANTI SPALLING COMPOUND 1" SAND LEVELING COURSE 6" DUMPSTER SLAB DETAIL 10 6" CONCRETE SLAB DETAIL NTS 2" TOOL JOINT 11 4" CONCRETE SLAB DETAIL 24" x1/2" DIA. SMOOTH BAR @18"0.C. GREASE AND DOWELL CAP W /BARSTOP BOTH ENDS PLACE 1/2" BIT. EXP. JT. MAX. 30' O.C. IN CURB AND CONTROL JTS. 10' O.C. MAX. 6" CURB NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 6" CONC. SLAB W/2 LAYERS OF 6X6 6/6 W.W.F. W /BROOM FINISH. CONTROL JTS. 12' -0" 0.0. MAX. EXP. JTS. 40' -0" O.C. MAX. SEE DETAIL NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 4" CONC. SLAB W/6X6 10/10 W.W.F. W /BROOM FINISH. CONTROL JTS. 10' -0" 0.0. MAX. EXP. JTS. 40' -0" 0.0. MAX. SEE DETAIL NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. LIGHT BROOM FINISH TYPICAL UNLESS NOTED OTHERWISE 4" TOOL JOINT 4" TOOL JOINT TYP LIGHT BROOM FINISH TYP. UNLESS NOTED OTHERWISE CONTROL JOINT EDGE CONDITION 12 TYPICAL CONCRETE JOINT DETAILS N TS 13 CONCRETE SURFACE DETAIL N TS 6" SLABS WITHIN DUMP$TER AREA AS NOTED SHALL ALSO 3E REINFORCED WITH #3 BAR 12" EACH WAY. 2" TOOL JOINT -1/2"R. ROLL EDGE FOOTING BEYOND CUTOUT TEE -WYE 3x3x1/4" CURB ANGLE, GALVANIZED, ALL CORNERS TO BE WELDED AND SQUARE. W6x6 W2.1 xW2.1 #3 0 1' -0" C TO C (EACH WAY) NON- SHRINK GROUT 8" HUB/ SPIGOT WITH ZURN MODEL #Z- 1445 -A -BP IRON TEE W/ BRONZE PLUG NON- SHRINK GROUT FINISH GRADE 24 "MAX. SECTION GRADE CONCRETE ANCHORS TO BE 1/2' DIA. x 6* LONG, LOCATED 12 CENTERS W/ ONE 3" FROM END THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DOWNSPOUTS BOOTS WITH THE STRUCTURAL AND ARCHITECTURAL PLANS. PROVIDE ALL FITTINGS NECESSARY TO COMPLETE THE DETAIL AS SHOWN OR AS REQUIRED. RAMP TO HAVE ROUGH BROOM FINISH PARALLEL WITH SLOPE 14 ACCESSIBLE RAMP NOT TO SCALE NON WOVEN FILTER CLOTH 1" DIA. RIVER ROCK CURB INLET PIT WALLS TO BE TRUE VERTICLE (W /IN 1/2 10Y4 MIN. SEE GRADING PLAN BUILDING WALL 102 -1/2" DRAIN FINISH FLOOR REDUCER AS REQUIRED C.I. PIPE,SEE PLAN FOR INV. AT BUILDING WALLS SUPPLY AND INSTALL #2500 DOCK LIFT AS MANUFACTURED BY 1021" ADVANCE UFTS 1 -800- 843 -3625 8Y4" DRAIN (REFER TO SITE UTILITI DOCK LIFT CUT AND FORM DOWNSPOUT AS REQUIRED AND AS APPROVED TO FIT CLEANOUT HUB. REFER TO DOCK LIFT MANUFACTURER S FOR PIT LIFT SPECS. AND INSTALLT1ON. (ADVANCE LIFTS.,1 -800- 843 -3625) SECTION 16 DOCK LIFT NTS COMP. AGG. BASE 4" 0 PERF. PVC SDR -35 PIPE MANHOLE /INLET COORDINATE DOWNSPOUT AND DRAIN LAYOUT WITH FOOTING CONSTRUCTION. PROVIDE CUTOUT IN FOOTING AS SHOWN OR AS REQUIRED. TAP STRUCTURES IN PAVEMENT AS SHOWN. ADJUST TUBING AS REQ'D. TO AVOID SEWER LINES. GROUT AROUND TUBE SOLID AT STRUCTURE. 17 UNDERDRAIN LINES IN PAVEMENT NTS BUILDING WALL SEE ARCH. PLANS DR DOWNSPOUT SIZE CLEANOUT WHERE INDICATED TEE -WYE PERIMETER DRAIN PERIMETER DRAIN PLAN VIEW DOWNSPOUT BOOT DETAIL NTS 3/4' RECESS FOR HINGE PLATE FINISH GRADE FILTER FABRIC #3 NOSING BARS '/2 RADIUS 6X6 10/10 WWF REINF 1'-8" I 19 6" PIPE BOLLARD 2'- 8" t II I L pro 37-4 !1 "T 3 mi MU Artrarxmor AA ;I AElil I 20 PAINTED ARROW DETAIL NO SCALE 21 ACCESSIBLE PARKING LOGO NO SCALE 22 PAINTED CROSSWALK /PARKING ISLANDS N TS INSTALL 6" MIN. LAYER OF 1" DIA. WASHED RIVER GRAVEL AGGREGATE OVER FILTER FABRIC. 6" 0 STL. PIPE CONC. FILLED PAINT EXPOSED SURFACE OF PIPE W/2 COATS OF YELLOW PAINT. PAINT IMBEDDED SURFACE W/2 COATS OF RUST INHIBITING PAINT. PAINT ON PAVING 1' -0" X 1' -0" LAYOUT GRID 4" 0 FILTER WRAP PERFORATED DRAIN TUBING. NO.472 BY ADS (217)762 -9448 MAINTAIN 1% MIN. SLOPE IN PIPE AND CONNECT TO NEAREST DRAINAGE STRUCTURE OR AS NOTED AND GROUT AROUND PIPE SOLID AT STRUCTURE. SEE GRADING PLAN G2.1 FOR DRAIN LINE LOCATION. ADJUST AS REQUIRED TO AVOID UTILITY PADS. 23 MECHANICAL YARD UNDERDRAIN NTS 24 PLANTER CURB 1/2" DIA. X 12" LONG SMOOTH STEEL DOWELS 18" 0.0.. GREASE AND DOWEL CAP W BARSTOP EACH END KEYPLAN .,iEj ■t1 CHS FRESHMAN CENTER 201105.00 -J tr W 2 H U Z (A W i O zo Q li" J W (n W CC CC LL 0 opo ii.p HEAVY DUTY PAVEMENT TO MEET FLUSH FINISH GRADE IN AREAS WHERE NEW R.O.W. PAVEMENT ABUTTS EXISTING PAVEMENT, MILL DOWN EXISTING PAVEMENT 1 1/2" DEEP BY 6' WIDE AND RESURFACE 1 EXISTING PVMT. NEW PVMT. TO MEET EXISTING PVMT. FLUSH 4" OR 6" SEE PLAN TRANSITION AREA 6X6 WWF REINFORCEMENT SEE DETAIL #10 OR 11 G4.1 CURB FACE 1 1/2" SURFACE COURSE 3 1/2" BINDER COURSE 8" COMPACTED STONE BASE TE BASE TACK COAT PRIME COAT SURFACE COURSE BINDER COURSE NIU��Ng M111111111111111111111111111111111111111111111111111111111111 ILIA UEIU N iItI1W111111IBURlUUIHU ..,A0-6,2 o 1 1/2" SURFACE COURSE 3 BINDER COURSE 4" BITUMINOUS BASE 6" COMPACTED STONE BASE 6" COMPACTED STONE BASE PAVEMENT TO MEET FLUSH SURFACE COURSE PAVEMENT TRANSITION SURFACE BINDER COURSE i-COURSE #5 BAR CONTINUOUS CONCRETE SLAB PAVING 6" BETWEEN SUCCESSIVE PAVING LAYERS WIDTH OF ROADWAY OR PARKING TAKEN FROM THIS POINT ASPHALT PAVING SURFACE COURSE ASPHALT PAVING BINDER COURSE ASPHALT BASE COURSE 911 =11 11 -1 i I- Et I I 11 I i I- EDGE DETAIL OCCURS WHERE =1111 11 11 111- 111_111111 -.111= CURB DOES NOT OCCUR. 111-1111 STD 111 A HVY. DUTY SIDEWALK VARIES SEE SITE PL INNNNIINN NIN NINIIIININIIIIIINIINNNININNINIUIINNNIIINNINIINNNNNINNNINNIIINNINNNNNII TACK COAT PRIME COAT SURFACE COURSE 1 1/2" BINDER COURSE 2 1/2" INSTALL ASPHALT LEVELING COURSE AND PROTECTIVE MEMBRANE "PETROMAT" SYSTEM PER MANUFACTURERS SPECS. MANUFACTURED BY BP AMOCO FABRICS AND FIBERS COMP. MI ®'/I MIME I1111IIIIM1■II11N111111 IN 1 111 "71EMbelk COMP. AGGREGATE BASE PAVEMENT AND TURF EDGE N TS TACK COAT PRIME COAT 3" BINDER COURSE NEW R.O.W. PAVING 4" ASPHALT BASE 6" COMP. AGGREGATE BASE 6" COMP. AGGREGATE BASE COMPACTED WELL DRAINED SUBSOIL BINDER COURSE SLOPE CURB DOWN TO MEET FINAL WALK OR PAVEMENT FLUSH. SLOPED CURB END ASPHALT PAVING AND COMP. AGG. BASE AS SHOWN ON PLANS COMP. AGG. BASE STANDARD SURFACE COURSE r BINDER COURSE TOOLED CONTROL JTS. 1/8" WIDE, MIN. 1" DEPTH APPLIED ANTI SPALLING COMPOUND SAND LEVELING COURSE 1/2" PREFORMED EXPANSION W JOINT SELF- LEVELING SEALANT IN TOP 1/2" 2" TOOL JOINT EXPANSION JOINT TOOL JOINT TOOLED CONTROL JTS. 1 /8" WIDE AND MIN. 1/4 OF SLAB DEPTH APPLIED ANTI SPALLING COMPOUND SAND LEVELING COURSE TOOLED CONTROL JTS.- 1/8" WIDE, MIN. 1-1/8" DEPTH APPLIED ANTI SPALLING COMPOUND 1" SAND LEVELING COURSE 6" DUMPSTER SLAB DETAIL 10 6" CONCRETE SLAB DETAIL NTS 2" TOOL JOINT 11 4" CONCRETE SLAB DETAIL 24" x1/2" DIA. SMOOTH BAR @18"0.C. GREASE AND DOWELL CAP W /BARSTOP BOTH ENDS PLACE 1/2" BIT. EXP. JT. MAX. 30' O.C. IN CURB AND CONTROL JTS. 10' O.C. MAX. 6" CURB NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 6" CONC. SLAB W/2 LAYERS OF 6X6 6/6 W.W.F. W /BROOM FINISH. CONTROL JTS. 12' -0" 0.0. MAX. EXP. JTS. 40' -0" O.C. MAX. SEE DETAIL NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 4" CONC. SLAB W/6X6 10/10 W.W.F. W /BROOM FINISH. CONTROL JTS. 10' -0" 0.0. MAX. EXP. JTS. 40' -0" 0.0. MAX. SEE DETAIL NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. LIGHT BROOM FINISH TYPICAL UNLESS NOTED OTHERWISE 4" TOOL JOINT 4" TOOL JOINT TYP LIGHT BROOM FINISH TYP. UNLESS NOTED OTHERWISE CONTROL JOINT EDGE CONDITION 12 TYPICAL CONCRETE JOINT DETAILS N TS 13 CONCRETE SURFACE DETAIL N TS 6" SLABS WITHIN DUMP$TER AREA AS NOTED SHALL ALSO 3E REINFORCED WITH #3 BAR 12" EACH WAY. 2" TOOL JOINT -1/2"R. ROLL EDGE FOOTING BEYOND CUTOUT TEE -WYE 3x3x1/4" CURB ANGLE, GALVANIZED, ALL CORNERS TO BE WELDED AND SQUARE. W6x6 W2.1 xW2.1 #3 0 1' -0" C TO C (EACH WAY) NON- SHRINK GROUT 8" HUB/ SPIGOT WITH ZURN MODEL #Z- 1445 -A -BP IRON TEE W/ BRONZE PLUG NON- SHRINK GROUT FINISH GRADE 24 "MAX. SECTION GRADE CONCRETE ANCHORS TO BE 1/2' DIA. x 6* LONG, LOCATED 12 CENTERS W/ ONE 3" FROM END THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DOWNSPOUTS BOOTS WITH THE STRUCTURAL AND ARCHITECTURAL PLANS. PROVIDE ALL FITTINGS NECESSARY TO COMPLETE THE DETAIL AS SHOWN OR AS REQUIRED. RAMP TO HAVE ROUGH BROOM FINISH PARALLEL WITH SLOPE 14 ACCESSIBLE RAMP NOT TO SCALE NON WOVEN FILTER CLOTH 1" DIA. RIVER ROCK CURB INLET PIT WALLS TO BE TRUE VERTICLE (W /IN 1/2 10Y4 MIN. SEE GRADING PLAN BUILDING WALL 102 -1/2" DRAIN FINISH FLOOR REDUCER AS REQUIRED C.I. PIPE,SEE PLAN FOR INV. AT BUILDING WALLS SUPPLY AND INSTALL #2500 DOCK LIFT AS MANUFACTURED BY 1021" ADVANCE UFTS 1 -800- 843 -3625 8Y4" DRAIN (REFER TO SITE UTILITI DOCK LIFT CUT AND FORM DOWNSPOUT AS REQUIRED AND AS APPROVED TO FIT CLEANOUT HUB. REFER TO DOCK LIFT MANUFACTURER S FOR PIT LIFT SPECS. AND INSTALLT1ON. (ADVANCE LIFTS.,1 -800- 843 -3625) SECTION 16 DOCK LIFT NTS COMP. AGG. BASE 4" 0 PERF. PVC SDR -35 PIPE MANHOLE /INLET COORDINATE DOWNSPOUT AND DRAIN LAYOUT WITH FOOTING CONSTRUCTION. PROVIDE CUTOUT IN FOOTING AS SHOWN OR AS REQUIRED. TAP STRUCTURES IN PAVEMENT AS SHOWN. ADJUST TUBING AS REQ'D. TO AVOID SEWER LINES. GROUT AROUND TUBE SOLID AT STRUCTURE. 17 UNDERDRAIN LINES IN PAVEMENT NTS BUILDING WALL SEE ARCH. PLANS DR DOWNSPOUT SIZE CLEANOUT WHERE INDICATED TEE -WYE PERIMETER DRAIN PERIMETER DRAIN PLAN VIEW DOWNSPOUT BOOT DETAIL NTS 3/4' RECESS FOR HINGE PLATE FINISH GRADE FILTER FABRIC #3 NOSING BARS '/2 RADIUS 6X6 10/10 WWF REINF 1'-8" I 19 6" PIPE BOLLARD 2'- 8" t II I L pro 37-4 !1 "T 3 mi MU Artrarxmor AA ;I AElil I 20 PAINTED ARROW DETAIL NO SCALE 21 ACCESSIBLE PARKING LOGO NO SCALE 22 PAINTED CROSSWALK /PARKING ISLANDS N TS INSTALL 6" MIN. LAYER OF 1" DIA. WASHED RIVER GRAVEL AGGREGATE OVER FILTER FABRIC. 6" 0 STL. PIPE CONC. FILLED PAINT EXPOSED SURFACE OF PIPE W/2 COATS OF YELLOW PAINT. PAINT IMBEDDED SURFACE W/2 COATS OF RUST INHIBITING PAINT. PAINT ON PAVING 1' -0" X 1' -0" LAYOUT GRID 4" 0 FILTER WRAP PERFORATED DRAIN TUBING. NO.472 BY ADS (217)762 -9448 MAINTAIN 1% MIN. SLOPE IN PIPE AND CONNECT TO NEAREST DRAINAGE STRUCTURE OR AS NOTED AND GROUT AROUND PIPE SOLID AT STRUCTURE. SEE GRADING PLAN G2.1 FOR DRAIN LINE LOCATION. ADJUST AS REQUIRED TO AVOID UTILITY PADS. 23 MECHANICAL YARD UNDERDRAIN NTS 24 PLANTER CURB 1/2" DIA. X 12" LONG SMOOTH STEEL DOWELS 18" 0.0.. GREASE AND DOWEL CAP W BARSTOP EACH END KEYPLAN .,iEj ■t1 CHS FRESHMAN CENTER 201105.00 -J tr W 2 H U Z (A W i O zo Q li" J W (n W CC CC LL 0