CONSTRUCTION CROSS-SECTION DRAWINGS AND GUIDE SPECIFICATIONS FOR CAMBRIDGE INTERLOCKING PAVINGSTONES

Transcription

1 CONSTRUCTION CROSS-SECTION DRWINGS ND GUIDE SPECIFICTIONS FOR CMBRIDGE INTERLOCKING PVINGSTONES Index of Drawings NO. DESCRIPTION 01 Residential Driveway With Concrete Edges 02 Patio/Sidewalk/Plaza On Compacted ggregate Base 03 Patio/Sidewalk/Plaza On Concrete Base 04 Street/Parking Lot/Residential Driveway Overlay On Existing Concrete Pavement 05 Street/Parking Lot/Residential Driveway Overlay On Existing sphalt Pavement 06 Heated Sidewalk/Driveway 07 Interior Concrete Base 08 Steps 09 Street/Parking Lot On Compacted Gravel Base 10 Concrete Curb nd Gutter 11 Crosswalk On Compacted ggregate Base 12 Crosswalk On Concrete Base 13 Crosswalk On sphalt Or Cement Treated Base 14 Utility Structure 15 Utility Structure Value Box/Pull Box/ Lamphole 16 Catch Basin 17 Tree Pit Non-Compacted Root Zone 18 Slope Protection NO. DESCRIPTION 19 Fountain 20 Roof Deck Over Habitable Space 21 Roof Deck Over Uninhabited Space 22 Parking Garage Over Uninhabited Space Expansion Joint 23 Parking Garage Over Inhabited/ Uninhabited Space Drain 24 Parking Garage Over Inhabited Space Expansion Joint 25 Bridge Deck 26 Gas Station On Cement Treated Base 27 Port/Industrial/irfield Pavement With Cement Treated Base 28 Port/Industrial Pavement On Existing sphalt Or Concrete 29 irfield Pavement With Cement Treated Or sphalt Base 30 irfield Pavement On Existing sphalt Or Concrete 31 Turfstone Firelane/Driveway/ Intermittent Parking 32 Turfstone Slope Protection 33 Turfstone Riparian Stabilization 34 Ditch Liner For Intermittent Flows 35 Turfstone Boat Ramp Cambridge Pavers, Inc. PO Box 157 Lyndhurst, NJ Order/Dispatch: Phone: dministration Fax: Find Us Online: Fax

2 CONCRETE CURB SET 1/4" (70 MM) BELOW TOP OF S ND CONTROL 15' (5 M) OC COMPCTED GGREGTE BSE 6" (150 MM) DEPTH S REQUIRED TURN UP T SIDES TO COVER BSE COMPCTED SUBGRDE 12" (300 MM) WIDE LONG PERIMETER TURN UP T CURB (DO NOT COVER TOP OF BSE) THICKNESS OF GGREGTE BSE WILL VRY WITH SUBGRDE CONDITIONS ND CLIMTE. COLDER CLIMTES MY REQUIRE THICKER BSES. 2. S SHOULD BE PLCED ON CEMENT TRETED BSE IF SOIL IS EXTREMELY WEK OR CONSTNTLY STURTED. PVERS CN BE OVERLID OR INLID ON EXISTING SPHLT OR CONCRETE DRIVEWYS. 3. PLSTIC, STEEL, LUUM OR PRECST CONCRETE EDGING MY BE USED. RESIDENTIL DRIVEWY WITH CONCRETE EDGES CMBRIDGE-01 6" WIDE x 12" DEEP (150 MM x 300 MM) CONCRETE CURB SET 1/4" (7 MM) BELOW TOP OF PVERS ND CONTROL 15' (5 M) OC S 12" (300 MM) WIDE LONG PERIMETER TURN UP T CURB (DO NOT COVER TOP OF BSE) CONCRETE / SPHLT BSE 4" (100 MM). THICKNESS FOR CONCRETE 3" (75 MM). THICKNESS FOR SPHLT COMPCTED SUBGRDE THICKNESS OF BSE WILL VRY WITH SUBGRDE CONDITIONS ND CLIMTE. COLDER CLIMTES MY REQUIRE THICKER BSES. 2" (50 MM) DI. DRIN HOLE FILLED WITH PE GRVEL LOCTE T LOWEST ELEVTIONS PTIO / SIDEWLK / PLZ ON CONCRETE BSE CMBRIDGE-03 OVERLY ON EXISTING CONCRETE PVEMENT STREET/PRKING LOT/RESIDENTIL DRIVEWY CMBRIDGE-04 DRIN BEDDING SND OF EXCESS MOISTURE THROUGH PVEMENT T LOWEST POINT OR T CTCH BSIN(S). SEE CMBRIDGE-03. EXISTING SOIL SUBGRDE EXISTING BSE EXISTING CONCRETE PVEMENT PPROX. ( FOR RESIDENTIL DRIVEWY) EXISTING CONCRETE CURB PTIO / SIDEWLK / PLZ ON COMPCTED GGREGTE BSE CMBRIDGE-02 THICKNESS OF BSE WILL VRY WITH SUBGRDE CONDITIONS ND CLIMTE. COLDER CLIMTES MY REQUIRE THICKER BSES. COMPCTED GGREGTE BSE 4" (100 MM). THICKNESS CONCRETE CURB SET 1/4" (7 MM) BELOW TOP OF PVERS ND CONTROL 15' (5 M) OC

3 CONCRETE BSE INTERIOR CMBRIDGE-07 EXISTING CONCRETE FLOOR T EDGES & OVER JOINTS 1" (25 MM) BEDDING SND WITH SELER DOORS, WINDOWS, OR WLLS ON CONCRETE FOUNDTION OVERLY ON EXISTING SPHLT PVEMENT STREET/PRKING LOT/RESIDENTIL DRIVEWY CMBRIDGE-05 DRIN BEDDING SND OF EXCESS MOISTURE THROUGH PVEMENT T LOWEST POINTS S SHOWN OR T CTCH BSIN(S). 2" (50MM) DI. DRIN HOLE, FILL WITH PE GRVEL. LOCTE T LOWEST ELEVTIONS. EXISTING SOIL SUBGRDE EXISTING GGREGTE BSE EXISTING SPHLT PVEMENT (OR CONCRETE) CONCRETE CURB ND FOUNDTION PER LOCL STNDRDS 3 1/8" (80 MM). THICKNESS. FOR RESIDENTIL DRIVEWY 1"-1 1/2" STEPS WITH S CMBRIDGE-08 USE OF MORTR IS NOT RECOMMENDED IN PLCE OF DHESIVE. CONCRETE BSE FOR STEPS CONCRETE FOOTER 6"-7" ( MM) RISE 1/4" (7 MM) NOSE 6 (150 SLOPE TO DRIN DHESIVE T JOINTS ND BOTTOMS HETED SIDEWLK / DRIVEWY CMBRIDGE ON CONCRETE BSE, PROVIDE PE GRVEL-FILLED WEEP HOLE(S) T LOWEST POINT(S). COVER TOP OF HOLE WITH. 3. ON N GGREGTE BSE, IS ONLY REQUIRED LONG THE CURB. 4. FLEXIBLE HOSE CN BE PLCED IN TOP LYER OF GGREGTE BSE. HETED SSEMBLIES CN BE PLCED ON CEMENT TRETED BSE OR COMPCTED GRVEL. GGREGTE SUB-BSE S REQUIRED UNDER CONCRETE ELECTRIC HET TRCING OR FLEXIBLE HOSE LYOUT DETERED BY MNUFCTURER CONCRETE BSE 4" (200 MM). THICKNESS OR COMPCTED GGREGTE BSE 6" (150 MM). THICKNESS 1 1/2" (40 MM) BEDDING SND TURN UP T CURB CONCRETE CURB

4 CROSSWLK ON COMPCTED GGREGTE BSE CMBRIDGE BSE THICKNESS WITH TRFFIC, CLIMTE, ND SUBGRDE CONDITIONS. CONCRETE CURBS DO NOT DEFLECT TO THE SME DEPTH S S OR EXISTING SPHLT. THIS DETIL IS NOT RECOMMENDED FOR OTHER THN LOW VOLUME RESIDENTIL STREETS. 3. THICKENING SPHLT PVEMENT DJCENT TO CONCRETE CURB IS RECOMMENDED. REBR S REQUIRED S REQUIRED COMPCTED GGREGTE BSE 12" (300 MM) WIDE, TURN UP GINST CURB CONCRETE CURB. 8" (200 MM) WIDE x 16" (400 MM) DEEP SW-CUT PVEMENT SEL JOINT EXISTING SPHLT PVEMENT STREET / PRKING LOT ON COMPCTED GRVEL BSE CMBRIDGE-09 DRIN MY BE NECESSRY IN SLOW DRINING SUBGRDE. 2. BSE THICKNESS WITH TRFFIC, CLIMTE, ND SUBGRDE CONDITIONS. COLDER CLIMTES ND WEK SOILS MY REQUIRE THICKER BSES. 3. DO NOT COVER ENTIRE TOP OF GGREGTE BSE WITH. S REQUIRED COMPCTED GGREGTE BSE 12" (300 MM) WIDE LONG PERIMETER TURN UP T CURB (25-40 MM) BEDDING SND CONCRETE CURB ND FOUNDTION PER LOCL STNDRDS CONCRETE CURB ND GUTTER PER LOCL STNDRDS WITH 90 DEGREE FCE WLK / GRSS 12" (300 MM) WIDE LONG PERIMETER TURN UP GINST CURB COMPCTED GGREGTE BSE S REQUIRED DRIN MY BE NECESSRY IN SOIL SUBGRDE. CONCRETE CURB ND GUTTER WITH S CMBRIDGE-10 EXISTING SPHLT PVEMENT SW-CUT PVEMENT SEL JOINT CONCRETE CURB. 12" (300 MM) WIDE x 12" (300 MM) DEEP CONCRETE BSE WIRE WELDED FBRIC OR STEEL REBR S REQUIRED 2. 8" (200 MI BSE THICKNESS ND REINFORCING WITH TRFFIC, CLIMTE, ND SUBGRDE CONDITIONS. CONCRETE BSE IMUM 2% SLOPE FROM CENTERLINE TO CURB. CROSSWLK ON CONCRETE BSE GGREGTE SUB-BSE S REQUIRED 2" (50 MM) DI. DRIN HOLE LOCTE T LOWEST ELEVTIONS FILL WITH PE GRVEL 3. DO NOT USE DRIN HOLES TO SUBGRDE WHEN WTER TBLE IS LESS THN 2' (0.6 M) FROM TOP OF SUBGRDE. DRIN TO CTCH BSINS. CMBRIDGE-12

5 VLVE BOX \ PULL BOX \ LMPHOLE UTILITY STRUCTURE CMBRIDGE-15 SUBGRDE SECTION 12" (300 MM) WIDE TURN UP GINST COLLR S REQUIRED BSE MTERIL COVER CONCRETE COLLR. 8" WIDE x 8" DEEP (200 MM X 200 MM) ELEVTION TO BE 1/4" (7 MM) BELOW PVERS REBR REBR COVER CROSSWLK ON SPHLT OR CEMENT TRETED BSE CMBRIDGE-13 EXISTING SUBGRDE 2" (50 MM) DI. DRIN HOLES T LOWEST ELEVTIONS, FILL WITH PE GRVEL, COVER WITH BSE THICKNESS WITH TRFFIC, CLIMTE, ND SUBGRDE. COLDER CLIMTES ND WEK SOIL MY REQUIRE THICKER BSES. 2. BOTTOM ELEVTION OF EXISTING SPHLT PVEMENT MUST BE EVEN OR BELOW BEDDING SND. 3. CONCRETE BEMS T ENDS OF PVEMENT MY BE NECESSRY IF SPHLT IS SUBJECT TO RUTTING. 4. DO NOT USE DRIN HOLES TO SUBGRDE WHEN WTER TBLE IS LESS THN 2' (0.6 M) FROM TOP OF SUBGRDE. DRIN TO CTCH BSINS. EXISTING GGREGTE BSE EXISTING SPHLT PVEMENT 12" (300 MM) WIDE LONG PERIMETER TURN UP T CURB SEL JOINT SW-CUT PVEMENT EXISTING SPHLT PVEMENT REBR COVER STRING COURSE OF PVERS ROUND COLLR BSE MTERIL 12" (300 MM) WIDE TURN UP GINST COLLR COVER CONCRETE COLLR. 8" (200 MM) WIDE ELEVTION TO BE 1/4" (7MM) BELOW PVERS REBR S REQUIRED CONCRETE BRICK S REQUIRED CONCRETE UTILITY STRUCTURE SECTION UTILITY STRUCTURE CMBRIDGE-14 GRTE ND FRME REBR STRING COURSE OF PVERS CONCRETE COLLR ROUND COLLR S 3 1/8" (80 MM) (25-40 BEDDING SND BSE MTERIL GRTE ND FRME CONCRETE COLLR. 8" (200 MM) WIDE ELEVTION TO BE 1/4" (7MM) BELOW S REBR 12" (300 MM) WIDE TURN UP GINST COLLR CONCRETE CTCH BSIN PER LOCL STNDRD SECTION SIZE ND REINFORCING OF CONCRETE WITH TRFFIC. CTCH BSIN CMBRIDGE-16

6 FOUNTIN CMBRIDGE-19 S CN BE LID WITHOUT DHESIVE. DRIN HOLES T BOTTOM OF S/TOP OF CONCRETE FOUNTIN WLL CONCRETE BSE DHESIVE WITH EMPTY JOINTS DRIN WITH HOLES T TOP OF CONCRETE BSE SPRY NOZZLE TREE PIT - NON-COMPCTED ROOT ZONE UNDER S CMBRIDGE-17 4" (100 MM) DI. PERFORTED PLSTIC PIPE WRPPED WITH WSHED GGREGTE ND FILTER FBRIC DRIN TO STORM SEWER (300 12" 95% COMPCTION OF SOIL UNDER ROOTBLL 12" (300 TREE PIT SOIL MIX 2 TO 1 IN ROOT ZONE CONCRETE COLLR PPROX. LV SLG WITH TREE PIT WITH PLNTING SOIL. DEPTH 3' (.9 M) OVER ROOT ZONE 1/4" (7 MM) WIDE JOINTS. 2 3/8" (60 MM) THICK S B ND B TREE TREE GRTE WSHED GGREGTE EXISTING CURB ROOF DECK OVER HBITBLE SPCE CMBRIDGE-20 CHECK WITH LOCL WIND CODES FOR BLLST REQUIREMENTS. 2. PROTECTION BORD ND INSULTION MUST WITHSTND STTIC ND DYNMIC LODS.. 1/8" (3 MM) THICK FSTEN ON ONE SIDE COMPRESSION SEL T CONTROL JOINT WTERPROOF MEMBRNE OVERLP ENTIRE LUUM PLTE STRUCTURL SLB SLOPE TO DRIN LUUM PLTE 1/2 (13 ROOF DRIN GSKET HOLES FOR DRINGE 6 (150 RIGID INSULTION WITH GROOVED BOTTOM FOR DRINGE THICKNESS WITH LOCL CODES ND CLIMTE 1" (25 MM) THICK BEDDING SND OVERLP ENTIRE STRIP SEL PROTECTION BORD GROOVED BOTTOM FOR DRINGE T BOTTOM SLOPE PROTECTION S CMBRIDGE ENGINEERING OF THE SEGMENTL RETINING WLL IS REQUIRED WHEN HEIGHT EXCEEDS 4' (0 M). MXIMUM SLOPE SHOULD NOT EXCEED NGLE OF REPOSE FOR BEDDING SND. PROVIDE EDGE RESTRINTS ON SIDES OF INSTLLTION. FOOTER S REQUIRED BY WLL DESIGN PIPE DRIN COMPCTED OPEN GRDED GGREGTE WRPPED IN COMPCTED SUBGRDE SEGMENTL RETINING WLL BOND TOP COURSE

7 PRKING GRGE OVER INHBITED / CMBRIDGE-23 UNINHBITED SPCE - DRIN PROTECTION BORD ND INSULTION MUST WITHSTND STTIC ND DYNMIC VEHICULR LODS. 2. INSULTION MY BE EXCLUDED FOR SOME PPLICTIONS OVER INHBITED SPCE. WTERPROOF MEMBRNE CONCRETE ROOF DECK SLOPE TO DRIN ROOF DRIN HOLES FOR DRINGE RIGID INSULTION THICKNESS WITH LOCL CODES ND CLIMTE TURN UP T DRIN ND LL VERTICL SURFCES PROTECTION BORD 1/4" (7 MM). S REQUIRED ROOF DECK OVER UNINHBITED SPCE CMBRIDGE-21 CHECK WITH LOCL WIND CODES FOR BLLST REQUIREMENTS. 2. PROTECTION BORD MUST WITHSTND STTIC ND DYNMIC LODS.. 1/8" (3 MM) THICK FSTEN ON ONE SIDE COMPRESSION SEL T CONTROL JOINT 1/2 (13 GSKET HOLES FOR DRINGE WTERPROOF MEMBRNE OVERLP ENTIRE PLTE STRUCTURL SLB SLOPE TO DRIN LUUM PLTE ROOF DRIN 6" (150 1" (25 MM) BEDDING SND OVERLP ENTIRE PLTE PROTECTION BORD GROOVED BOTTOM FOR DRINGE T BOTTOM S 3 1/8" (80 MM) THICKNESS PPROX. PROTECTION BORD 1/4" (7 MM) S REQUIRED WTERPROOF MEMBRNE WTERPROOF DHESIVE EPOXY GROUT FILLER STRIP SEL T CONSTRUCTION JOINT PRKING GRGE OVER UNINHBITED SPCE - EXPNSION JOINT CMBRIDGE-22 S PROTECTION BORD 1/4" (7 MM). S REQUIRED RIGID INSULTION WTERPROOF DHESIVE EPOXY GROUT FILLER STRIP SEL T CONSTRUCTION JOINT WTERPROOF MEMBRNE STRUCTURL SLB SLOPE TO DRIN PRKING GRGE OVER INHBITED SPCE - EXPNSION JOINT CMBRIDGE-24

8 PORT / INDUSTRIL / IRFIELD PVEMENT W/CEMENT TRETED BSE CMBRIDGE-27 BSE, SUB-BSE, ND SUBGRDE THICKNESS VRY WITH LODS, SUBGRDE STRENGTH, ND CLIMTE. COMPCTED OR STBILIZED SUBGRDE COMPCTED GGREGTE SUB-BSE S REQUIRED CEMENT TRETED BSE TURN UP T SIDES/EDGES BRIDGE DECK CMBRIDGE-25 PROVIDE DRINGE OF EXCESS MOISTURE IN BEDDING SND T PERIMETER OF STRUCTURL SLB. ON STEEL OR CONCRETE BEMS STRUCTURL SLB SLOPE TO DRIN SEL T JOINT EPOXY GROUT FILLER WOVEN S 3 1/8" (60 MM). THICKNESS PORT / INDUSTRIL PVEMENT ON EXISTING SPHLT OR CONCRETE CMBRIDGE PROVIDE DRINGE OF SND LYER THROUGH PE GRVEL-FILLED WEEP HOLE(S) OR CTCH BSIN(S). EXISTING SPHLT OR CONCRETE PVEMENT SHLL BE THOROUGHLY INSPECTED FOR RES IN NEED OF PTCHING OR REPLCEMENT. CONDUCT LL REPIRS ND FILL LL CRCKS GRETER THN 1/4" (7 MM) WIDE PRIOR TO PLCING, SND, ND S. EXISTING SOIL SUBGRDE EXISTING SUB-BSE EXISTING SPHLT OR CONCRETE PVEMENT TURN UP T SIDES/EDGES GS STTION ON CEMENT TRETED BSE CMBRIDGE S MY BE INLID ON EXISTING SPHLT OR CONCRETE GS STTION PVEMENTS. 3. SELING JOINTS OF PVERS IS RECOMMENDED. BSE, SUB-BSE, ND SUBGRDE THICKNESS VRY WITH LODS, SUBGRDE STRENGTH, ND CLIMTE. CEMENT TRETED BSE PPROX.

9 -FIRELNE, DRIVEWY & INTERMITTENT PRKING CMBRIDGE IMUM BSE THICKNESS: 6" (150 MM) RESIDENTIL DRIVEWYS, 8" FIRELNES & PRKING LOTS. BSE THICKNESS WITH TRFFIC, CLIMTE, ND SUBGRDE. COMPCTED SUBGRDE S REQUIRED TURN UP T SIDES COMPCTED GGREGTE BSE 6" (150 TOPSOIL IN OPENINGS FILL 1/2" (13 MM) BELOW SURFCE SOD PLUGS OR GRSS SEED COMPCTED SOIL T PERIMETER IRFIELD PVEMENT WITH CEMENT TRETED OR SPHLT BSE CMBRIDGE-29 BSE, SUB-BSE, ND SUBGRDE THICKNESS VRY WITH LODS, SOIL STRENGTH, ND CLIMTE. COMPCTED OR STBILIZED SOIL SUBGRDE (P-152) (P-209 OR P-154, S REQUIRED) COMPCTED GGREGTE SUB-BSE S REQUIRED CEMENT TRETED BSE (P-304) OR SPHLT BSE (P-401) TURN UP T SIDES TO COVER S (F,P502) WITH SELER SLOPE PROTECTION CMBRIDGE-32 COMPCTED EMBNKMENT SOIL STKE EVERY THIRD ROW OF GRIDS WITH 12" x 3/8" DI. (300 MM x 10 MM) STEEL PINS TOPSOIL IN OPENINGS FILL 1/2" (13 MM) BELOW SURFCE MX. SLOPE 1 TO 1 VEGETTION IRFIELD PVEMENT ON EXISTING SPHLT OR CONCRETE CMBRIDGE-30 EXISTING SPHLT OR CONCRETE PVEMENT SHLL BE THOROUGHLY INSPECTED FOR RES IN NEED OF PTCHING OR REPLCEMENT. CONDUCT LL REPIRS ND FILL LL CRCKS GRETER THN 1/4" (7 MM) WIDE PRIOR TO PLCING, SND, ND S. EXISTING SUBGRDE EXISTING BSE ND SUB-BSE EXISTING SPHLT OR CONCRETE PVEMENT TURN UP T SIDES TO COVER S PPROX. S (P-502)

10 12" (300 MM). 12" (300 MM). FILL OPENINGS BOVE MEN WTER LEVEL WITH TOPSOIL ND VEGETTION MX. SLOPE 1 TO 1 EXTEND. TWO (2) COURSES BOVE MEN WTER LEVEL RIPRIN VEGETTION MEN WTER LEVEL COMPCTED SUBGRDE WRP ROUND TOE ON LL SIDES RIP-RP OR CONCRETE TOE ND SIDES 24" (600 MM). RIPRIN STBILIZTION FOR STREM BNKS ND LKESIDES CMBRIDGE-33 GRVEL OR PVED PPROCH RMP MX SLOPE = 12 GGREGTE IN OPENINGS GRVEL COMPCTED TO 8" (200 MM). DEPTH ON SOIL SUBGRDE S REQUIRED COMPCTED SUBGRDE 24" (600 MM). WRP ROUND TOE ON LL SIDES RIP-RP OR CONCRETE TOE ND SIDES BOT RMP CMBRIDGE /8" (80 MM) THICKNESS MX SLOPE 1 TO 1 VEGETTION TOPSOIL IN OPENINGS FILL 1/2" (13 MM) BELOW SURFCE GGREGTE MY BE USED IN OPENINGS OF GRID PVERS. DITCH LINER FOR INTERMITTENT FLOWS - CMBRIDGE-34 LL CROSS-SECTION DRWINGS SHOWN RE VILBLE ON CD-ROM.