2011 INSTALLATION MANUAL
Contents
1. 2525252 0 0 255555555555555252525252 SSI ILO LILI LILIES OL OA 9980000000000000 SES RI RI RIL AES 555555555555 222222 52 252525252525252525252 00000000 555 295555555555 25252525252555 5 5 552 959595250505250504 5252525252525252525252 26060606 060606 25252525252525252525252 2060606060606 0606060050506 050606060605 05050502 060605050506 06 0604 EEL IL IL IL IL OY 2060606060606 05 0 RRRS S OOS ORO S OOS R 0 P 0000600000000 000000 ILI III IL IL IL ILI IL SSS RRR KIL RL INS 2525 5 50 0 050525555 9 050525555555 2222 5254525252525252525252 25252525252555 5 5 5 525595955555255 52525052525252525 5 555550 925559505 Embedment Depth As Required To Resist Overturning Forces on Appurtenance Side View Block in Second Course Down 41 Middle Block Shown Front View NO SCALE NO SCALE 2 D O 2 9 O 2 2 O 28 Top Block 9 2 age oge E s lt o S8 lt O o 526 75m m lt ero c lt 50 9 206 562 x 0 gt LU e e o LL us 2 gt Block Second Course Down 41 Middle Bl2. NS NOTES COURSE SHORT BLOCKS REQUIRED Wall is flush with building 1 None Rows 2 4 6 and 8 require approximately 1 8 gaps between 2 and 3 1 per Row blocks for length of wall given 4 and 5 2 per Row Solution shown based on a 24 wide corner block 6 and 7 3 per Row 8 4 per Row Retaining Bottom ini iddle 2 Short Retai i Retaining Top Redi Rock International 66 June 2011 2011 INSTALLATION MANUAL VERTICAL CORNER TO BATTERED WALL DETAIL 41 AND 28 SERIES N N 4 22222 227 NS 22222227 I N N 22 j N DRAWING FILE APPROVED BY Vertical Corner to Battered Wall for 41in and 28in Series 011210 dwg ISSUE DATE SCALE SHEET NO pee or Redi Rock International 67 June 2011 June 2011 o O O ox oo 5 AN 99 a Of NS Redi Rock International LLC APPROVED BY DRAWING FILE REVISION pee 90 Outside Corner for 9in Setback Walls 053111 dwg ISSUE DATE SCALE SHEET NO No scat nO EN al 717 7 ROW DETAILS FOR 90 OUTSIDE Redi Rock International 2011 INSTALLATION MANUAL 2011 INSTALLATION MANUAL DOUBLE 90 OUTSIDE CORNERS 9 SETBACK WALLS STEP OUT CORNER BLOCKS TO ALIGN SHEAR KNOBS AS SHOWN 60 WIDE 9 SETBACK BOTTOM BLOCK TYP BOTH DIRECTIONS TYP
3. Base Elevation 909090090 9090090 909009009 C OX 0C Leveling Pad Perforated Sock Drain As Specified by Engineer AAAA Stone Leveling Pad See Redi Rock com for Detailed Section Drawings of Each Condition Redi Rock International LLC Shown in the Design Charts CHECKED BY APPROVED BY DRAWING FILE REVISION oca 2e instock Reinforced wan oatartawg ISSUE DATE SCALE SHEET NO peme some 12 June 2011 Redi Rock International 2011 INSTALLATION MANUAL Type 1AT Connection Anchored Tail MANDATORY Fiberglass Rod 3 Minimum Anchored x 3 E Lower Block Main Geogrid Reinforcement Length Per Design INSTALLATION STEP 1 Place geogrid on block over the groove Leave about 3 6 extending over the block past the groove to provide the tail 4g Fiberglass Rod is Available From Your Local Authorized Redi Rock Dealer S588 See www redi rock com for IN Geogrid Connection and gt Interface Shea
4. 9 SETBACK BOTTOM LEFT HAND CORNER BLOCK TYP BLOCK TYP SHOWN IN LAVENDER 41 SERIES BOTTOM BLOCK TYP TYPICAL BOTTOM ROW INSTALLATION RIGHT HAND CORNER BLOCK TYP RED 9 SETBACK HALF BLOCK TYP GREEN LEFT HAND CORNER BLOCK 9 SETBACK MIDDLE SHOWN IN LAVENDER BLOCK TYP 27 WIDE MIDDLE BLOCK TYP SHOWN IN BLUE TYPICAL SECOND ROW INSTALLATION LEFT HAND CORNER 27 WIDE MIDDLE BLOCK TYP BLOCK TYP SHOWN IN BLUE P E THIS BLOCK IS USED TO MAINTAIN SPACING BETWEEN DOUBLE 5 NOTE THAT HIGHER COURSES REQUIRE ONE MORE BLOCK THAN THE RIGHT HAND COURSE IMMEDIATELY BELOW CORNER BLOCK TYP SHOWN INR TYPICAL MULTIPLE ROW INSTALLATION 9 SETBACK HALF BLOCK TYP Redi Rock International 69 June 2011 naso 2011 INSTALLATION MANUAL 90 Outside Corner 60 Blocks CUT EDGE OF 10 KNOB ON 41 BLOCK AND 6 KNOB ON CORNER BLOCK WITH CHOP SAW TO PROVIDE CLEARANCE FOR BLOCKS IN THE NEXT LAYER 3208 09 32018 lt 46 x 24 MIDDLE CORNER 60 BLOCK 60 BLOCK BLOCK w 6 KNOBS SECOND LEVEL BLOCKS CUT EDGE OF 10 KNOB ON 41 BLOCK AND 6 KNOB ON CORNER BLOCK WITH CHOP SAW TO PROVIDE CLEARANCE FOR BLOCKS IN THE NEXT LAYER 1 09 SHONM 9 M M2O 18 HJNHOO WOLLOE X 97 41 BLOCK 60 BLOCK 60 BLOCK FIRST LEVEL BLOCKS Redi Rock International LLC APPROV
5. Minimum Radius 29 0 When every other block is a curved block 3 Sided Corner Block Curved Freestanding Block Curved Freestanding Block Minimum Radius 14 6 When all curved blocks 22 xs 22 2 Curved Freestanding Block T 2 Standard Freestanding Block NOTE Smaller radius curves are available by using the end block insert Redi Rock International LLC APPROVED BY This is not applicable in Force Protection Applications June 2011 60 Redi Rock International 2011 INSTALLATION MANUAL 90 INSIDE CORNER 41 AND 28 SERIES 90 INSIDE CORNER WITH PLANTER BLOCKS 41 SERIES 90 OUTSIDE CORNER WITH PLANTER BLOCKS 41 SERIES nk 2011 INSTALLATION MANUAL 90 OUTSIDE CORNER DETAIL 41 AND 28 SERIES Note Top row of blocks are shown in RED and have been cutout to show location of knobs on bottom row of blocks Remove part of 10 knob with chop saw to allow for proper alignment Remove part of 6 knob with chop saw to allow for proper alignment Alternate construction practice would be to offset freestanding block 1 to avoid cutting knob Note this will result in a small offset to the bond beam down the wall gt 41 or 28 Series Block Freestanding Corner Block with 10 Knobs with 6 Knobs 41 Block Shown TOP VIEW NO SCALE Cut 10 knob to fit within grove SIDE VIEW NO SCALE
6. CHECKED BY APPROVED BY DRAWING FILE REVISION Feo Outside comer tor atin ana 28in series o11110 awg _ ISSUE DATE SCALE SHEET NO no some Redi Rock International 62 June 2011 Leno Redi Rock International LLC 2011 INSTALLATION MANUAL REDEROCK 90 OUTSIDE CORNER DETAIL WITH SPECIALTY CORNER BLOCK 41 AND 28 SERIES SPECIALTY CORNER BLOCK NO SCALE ISOMETRIC VIEW 4 x 6 x 2 HIGH OVAL KNOB OF CORNER CENTERED ON BLOCK NO SCALE 4 x 6 x 2 HIGH OVAL KNOB CENTERED ON BLOCK OR 6 DIA KNOB 13 WIDE GROOVE NEAR END OF BLOCK NOTE THE TOP ROW OF BLOCKS ARE SHOWN IN RED THEY HAVE BEEN CUTOUT IN LINE WITH THEIR BOTTOM GROOVES TO SHOW HOW THEY FIT WITH THE KNOBS ON THE BOTTOM ROW OF BLOCK BOTTOM VIEW 10 KNOB IS FULLY ENGAGED NON WOVEN GEOTEXTILE IN ALL JOINTS BETWEEN BLOCKS TYP ellc TOP VIEW OF BOTTOM TWO ROWS 41 OR 28 SERIES BLOCKS NO SCALE 41 SHOWN Redi Rock International LLC ISSUE DATE DRAWING FILE Redi Rock International 63 APPROVED BY SCALE REVISION SHEET NO NO SCALE 1 OF 1 90 Outside Corner w Specialty Block for 41in and 28in Series 102010 dwg June 2011 noc 2011 INSTALLATION MANUAL DOUBLE 90 OUTSIDE CORNER 42 1 2 BLOCK SOLUTION 41 AND 28 SERIES Corner Block Typical 42 1 2 Typ Short Block 1 3 4 Typ u 1 T Ti SS
7. gt OI Redi Rock International 57 2011 nk 2011 INSTALLATION MANUAL Redi Rock Columns with Wrought Iron Fence Available Upon Special Request Only 27 NN 2 7 fh y y 77257 OI FM v 2 2 Lf UN Custom Fence Wrought Iron Style Shown Varies 1 1 r TERTII ET k LL i LL Jami mi 5 0 B 51 5 8 TIM ttt ttt a 12 5 T D U 0 01 CC 0014 T NES 000 0 Ki 0 TD 0 0 0 SECTION 3 6 4 wasa 4 LY S SECTION B B Alternate Mounting Option June 2011 58 Redi Rock International Freestanding Blocks O 2011 INSTALLATION MANUAL PILASTER WALL Freestanding Half Corner Blocks Placed back to back NN 22 7 gt Z N SHEET NO 1 OF 1 Redi Rock International LLC O We 79 ES Li o 9 20 zc 6 SCALE NO SCALE June 2011 Redi Rock International nk 2011 INSTALLATION MANUAL CURVED FREESTANDING WALL Top Garden Blocks Shown
8. 0 psi Precast Barrier Block Detaisawg me ISSUE DATE SCALE SHEET NO pe No scare or Redi Rock International 71 APPROVED BY June 2011 nk 2011 INSTALLATION MANUAL Typical Geogrid Wall with 28 Geoconnector Blocks No Scale VP Vertical placement of geogrid layers Measurements are from the base elevation L Length of geogrid Measurements are from the face of the block Swale As Needed and Grade to Drain Away From Wall a AR 28 Top Block 5 Batter Angle on Wall Ground Level 7 i 250505 Geogrid Layer I L Typical iO 00050 L 22202024 Length of Geogrid Typical Ed 117 CS oa EE 258535 90 Free Draining Backfill to Extend 25 Q at Least 12 Behind Wall E 26 EIE Wall 5222 Move Blocks Forward During mi Installation to Engage Shear Knobs Typical L C mE Iri Non Woven VP Geotextile Fabric Vertical Placement If Specified Geogrid Typical 28 Middle Block 1 28 Bottom Ground Level Block Bury SOY Q 0090 5
9. 2011 INSTALLATION MANUAL CONSTRUCTION DETAILS A sample of available Construction Details Visit www redi rock com for a complete listing Redi Rock International 2011 INSTALLATION MANUAL 2011 INSTALLATION MANUAL Typical Gravity Wall with 41 Blocks No Scale Swale As Needed and Grade Note to Drain Away From Wall Load Condition A Shown No Backslope No Surcharge SETBACK 1 9 E 5 Batter Angle on Wall 28 Top Block Ground Level FXO OC OCO 040590040404 55655056509 Move Blocks Forward During Installtion to Engage Shear Knobs Typical Exposed Wall Wall Height 41 Middle Block Free Draining Backfill to Extend at Least 12 Behind Wall L Non Woven Geotextile Fabric If Specified Ground Level T 41 Bottom Block O3 509096 N T I Leveling Pad Perforated Sock Drain TTX Crushed Stone
10. AL Positive Connection PC Details See www redi rock com for Fill Slot and Wedge Between Geogrid Connection and Blocks with Stone Interface Shear Test Reports 12 Wide Strip of Geogrid Wrapped Through Block and Extending Full Length L Back Into Reinforced Fill Zone 90090505054 pee Qc Qc OQ OQ Oc cq CX gt O OX CX 0C 0X CX 90 90C 4 9 9 90 0700 20102600 yum i ee Nonwoven Geotextile Fabric If Specified Y 0 0 0 Free Draining Backfill ASTM No 5 7 or Equivalent Lower Block To Extend at Least 12 Behind Wall Section View Through Blocks No Scale 12 Wide Strip of Geogrid Wrapped Through Block and Extending Full Length L Back Into Reinforced Fill Zone Isometric View of Back of Blocks No Scale DRAWN BY J JOHNSON 05 23 11 i i Redi Rock International LLC APPROVED BY DRAWING FILE REVISION pe Positive Connection Details 052311 dwg ISSUE DATE SCALE SHEET NO NO SCALE 1 OF 1 Redi Rock International 715 June 2011 2011 INSTALLATION MANUAL TYPICAL APPURTENANCE INSTALLATION WITH REDI ROCK WALLS O SS S 5 CAN ici 25 m E LL N 0000000000000000000
11. As Specified by Engineer Leveling Pad See Redi Rock com for Detailed Section Drawings of Each Condition Shown in the Design Charts DRAWN BY J JOHNSON 04 14 11 exe Redi Rock International LLC APPROVED BY DRAWING FILE REVISION Tisa 41 in Block Gravity Wall 041411 Redi Rock International 53 2011 nk 2011 INSTALLATION MANUAL Conceptual Seawall Detail No 2 No Scale Ground Surface Slope Varies Armor stone as specified by local Professional Engineer to be placed on non woven geotextile fabric PY XY Xd XY X _ L 1 dia drainstone to extend at least 12 behind wall Final depth below and behind wall to be determined by local Professional Engineer based on site specific conditions ORS Water Surface Elevation Varies 2 1 wY HO d ms Q Z C q q L C c e are V i S WEN Na SQ ee a VE n Oye Non woven geotextile fabric 5 5 S V 8 I 205 E eX Ex Ex Ex R3 M XY XY XY XY X 2122 212123 23232 Blocks to extend below long term scour depth determined by local Professional Engineer based on s
12. ED BY DRAWING FILE REVISION 90 Outside Corner for 60in Blocks 021809 dwg Redi Rock International 10 June 2011 2011 INSTALLATION MANUAL Precast Barrier Block Final design of poured in place cantilever slab by Local Engineer to meet project requirements 2 Isometric View No Scale Top View 8 Scale 1 2 6 Bent Bar 5f tog 9 0C 10 Each 2 0 3 Cover 2 Cover 7 4 1 6 1 5 to C i i d NN 5 Straight Bar uu 8 O C 3 0 11 Each 1 2 EM NE NOTE Rebar shown in Barrier Block meets TL 3 Back View Side View loading requirements Rebar design in Scale 1 2 Barrier Block be modified as necessary Scale 1 2 to meet other loading conditions Notes kapuwa 65 J JOHNSON 01 05 07 All reinforcing steel shall be Grade 60 deformed rebar Redi Rock International LLC All concrete shall have a minimum 28 day compressive SRAWING FILE REVISION strength of 400
13. Eee i 4 1 1 1 1 1 21 46 1 8 Standard Retaining Block NOTES e 42 1 2 short blocks are made using a special adaptor kit for the retaining wall form e For this solution to work please note the orientation of the corner blocks e One extra short block must be used for each additional course of height SHORT BLOCK Redi Rock International LLC APPROVED BY DRAWING FILE REVISION Double 90 Outside Corner Short Block Solution for 41in and 28in Series 011210 dwg SCALE SHEET NO NO SCALE 1 OF 1 Redi Rock International 64 June 2011 2011 INSTALLATION MANUAL DOUBLE 90 INSIDE CORNER 41 AND 28 SERIES Build Back Wall First an Use Half Blocks Every Other Q Course to Butt Into Back Wall DT n r h VIEW C C C CA CA C 4 48 tl CA CA CA C CA CA C C C CA ZN C CA CA CA CA CA RUTRUM Redi Rock International LLC June 2011 65 Redi Rock International 2011 INSTALLATION MANUAL FLUSH END TO 90 CORNER DETAIL 41 AND 28 SERIES 42 1 2 Short Block Require M NS N NN 29 W
14. OIL Length of Geogrid Strip Typical Non Woven Geotextile Fabric If Specified Move Blocks Forward During Installation to Engage Shear Knobs Typical gt i Sf Free Draining Backfill ASTM No 57 or Equivalent to Extend at Least 12 Behind Wall Fill Slot and Wedge Between Blocks with Stone 28 PC Middle Block Typical 28 PC Bottom Block Leveling Na Perforated Sock Drain As Specified by Engineer Crushed Stone Leveling Pad ASTM No 57 or Equivalent e This drawing is for reference only e Final designs for construction must be prepared by a registered Professional Engineer using the actual conditions of the proposed site e Final wall design must address both internal and external drainage and shall be evaluated by the Professional Engineer who is responsible for the wall design Redi Rock International Redi Rock International LLC APPROVED BY DRAWING FILE REVISION 28 PO BlockReintorced wat oszattang ISSUE DATE SCALE SHEET NO _____________ some 74 2011 2011 INSTALLATION MANU
15. ite specific conditions NOTES Use 1 diameter stone or as specified by local Professional Engineer to infill between blocks Maximum wall height charts are not provided for walls in water applications due to the variety of site specific variables Contact your local Professional Engineer for specific details and final design Walls may require geogrid reinforcement Refer to final engineering plans Redi Rock International LLC APPROVED BY DRAWING FILE REVISION Seawall Conceptual Detail No 2 dwg ISSUE DATE SCALE SHEET NO NO SCALE 1 OF 1 Redi Rock International 54 2011 2011 INSTALLATION MANUAL Step Detail Through Retaining Wall 2011 INSTALLATION MANUAL Transition In and Out of Planters lt lt LU e DETAIL B Redi Rock International LLC June 201 1 Redi Rock International 2011 INSTALLATION MANUAL Perimeter Free Standing Wall Blocks on Top of Retaining Blocks SETBACK 0 00 SETBACK 2 7 bue With 10 Knob SETBACK 1 9 With 7 12 Knob SETBACK 15 Section A A Retaining Bottom Retaining Middle Freestanding Bottom 8 Freestanding Bottom Half Corner Freestanding Top Corner Freestanding Top Half Corner Freestanding Middle Half Corner Freestanding Middle Freestanding Top 6 Cap Block 3 Sided 6 Cap Block 2 Sided N
16. ock Shown CONNECTION OPTION 3 NO SCALE CONNECTION OPTION 2 Core Through Top Block and Grout Posts in V Shaped Opening Between Blocks in Second Course Down Spacing in Multiples of 46 1 8 Increments Grout Posts in V Shaped Opening Between 28 Top Blocks Spacing in Multiples of 46 1 8 Increments Mass of 2 Adjacent Blocks Available to Resist Overturning Forces Mass of 2 Adjacent Blocks in Second Level Down and 3 Top Row Blocks Available to Resist Overturning Forces O 5 C 0 c D T X O O x 24 DRAWN BY J JOHNSON 06 27 08 CHECKED BY REVISION DRAWING FILE Appurtenance Typical Installation dwg SCALE SHEET NO NO SCALE 1 OF 1 APPROVED BY ISSUE DATE June 201 1 16 Redi Rock International
17. r Test Reports SSS eee TIP FOR STEP 3 SSS Q SS SS gt A steel angle can be used to hold NN S the geogrid and rod in position EL INSTALLATION STEP 3 SS 55 Fold the geogrid over the fiberglass rod Pull to tighten rod snug with the back of the groove Extend the geogrid tail behind the block to provide INSTALLATION STEP 2 a minimum of 3 0 embedment behind the back of Place the fiberglass rod on top of geogrid the block CHECKED BY APPROVED BY DRAWING FILE REVISION pes connection type tate 0 ISSUE DATE SCALE SHEET NO peso sce Redi Rock International 19 June 2011 Redi Rock International LLC REDI R0GK 2011 INSTALLATION MANUAL Typical Reinforced Wall with 28 Positive Connection PC Blocks NOTE One Degree or Zero Degree Batter Angle Walls are Available Using Blocks with 7 or 6 34 Knobs Specialty Items SETBACK 1 5 Batter Angle on Wall p lt 5 Exposed Wall 007006 01 77 Block 22 Bury Depth A 6 2 Scale Non Woven Geotextile or Geomembrane Specified Grade to Drain Surface Water Away From Wall 12 Wide Strip of Geogrid Wrapped Through Block and Extending Full Length L Back Into Reinforced Fill Zone Typical REINFORCED S
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