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Home My WebLink About060-00 Misc. Hardscape Details and Elevations A705t� • ►I L 0 STEEL REINFORCING PER 5T'RUCTURAL ENGINEER IX REDWOOD EXPANSION JOINT PROVIDE 1/2" RIP STRIP AND SEAL WITH THIOKOL SEALER COLOR TO MATCH PAV I N6 Ib" SLIP DOWEL 1/2" DIA. AT 16" REFER TO PLANS FOR CONC. FINISH J • 2" SAND BASE - COMPACTED 5UB&RA DE CAST STONE WALL COPING RE: 41/A706 REINFORCING PER 5TRUCTURAL ENGINEER SECTION - PLANTER WALLS v SCALE: 14 III-O" 4" 50. METAL POS METAL POST GAP M 1/4" METAL G I RGL 1" 50. METAL TOP A106RA I L I" SQ. METAL SIK PICKETS I 50. METAL RAIL cv 4" Q m O I I I I n METAL I I I I I I I I OPTIONAL BRICK P05T I I I ___�, 10" DIA. GONG. PIER I "rqL, I ( I I FOOTING SHOWN BOTTOM RAIL I L- J I DASHED B L- _J ATTACH AS REQUIRED 10' -0" O.G. MAX. BETWEEN POSTS � ELE�A�Tl N �-f LA )UN��f = N � f' I EF, GATE SCALE: *4" s 1' -0" CAST STONE PIER GAP, TYPE "A" --- BRICK VENEER --�� OPTIONAL BRICK PIER O I SO RESTRICTIVE &ATE LATCH PLEXI -6LA55 SHOWN HATCHED KANT -SLAM SELF GL051 N6 GATE MEGHINI5M BY: BLOOMF I ELD 4" 50. METAL POST-, 1 / GATE LATCH iv SCALE: 34" = V-O" I I I I I I I I I I I (2) SELF - CLOSING I I I I 1 1 11 GATE HINGES I I I I I I I I I I I I 5Q. STEEL I I I I I I I I &ATE FRAME I I I I I I- J I I L- J I L _ _ _ J L - - _ J 106 M. MANUFACTURING M. 11 1 I 1 I J _J (800) 233 -2051 - ----__ - -7 11 r--- ----- - - - - -7 1 f -- I I I I I I I 2) STANDARD I I I I I II I &ATE HINGES I I I I I II 1�. W DIA. CONS. I u I I U I FOOTING SHOWN L - - -' DASHED L��ATI ON -POOL CHAT / I �� E 4" 50. METAL 1/4" METAL G 1" 50. METAL PICKETS—, 1" 50. METAL P05T I 50. METAL BOTTOM RAIL ATTACH AS REQUIRED 24 "x24" BRICK PIER BEYOND - 3' -0" HIGH METAL FENCE � '10'3 8" x 8" WOOD RAILROAD TIE BORDER , in 6 " -12" DEEP BARK CHIP PATH t PLAY SURFACE SCALE: lh u = I' -0" AMIZE sum, BRICK WALL BEYOND W/ CAST STONE GAP BEYOND CAST STONE WALL COPING PLANTER • ' I I I I ' ' BRICK VENEER ON ° I BOTH SIDES ° . _ —_ 4'x8 "xlb" BLOCK WALL STEEL REINFOCING PER _ STRUCTURAL ENGINEER r•� t GONG. BEAM AND • I- REINFORCING PER STRUCTURAL ENGINEER I- - I- :, —ice, SECTION - 5RIGK WALL AT GONG. STEPS SCALE: W = V-O" FLA65TONE COPING W/ MORTAR --�� WATER LEVEL 18" - 24" 3' -O" - 4' -0. 18" - 24" I I I I I I I I II T 1= 1I��;� 45 MIL. "POND GUARD" COMPACTED 5U56RADE RI VER5TONE BALLAST SECT I ON - STREAM SCALE: %" = I' -0" 1/2" BLACK PLASTER WATER LEVEL-, m n 4 ' - j, DETAIL - CAST STONE GOfi I NG SCALE: 3" s V -0" 3 I /2 "xl 1/2 "x8" SOLID BRICK PAVER IX REDWOOD EXPANSION JOINT PROVIDE 1/2" RIP STRIP AND SEAL WITH THIOKOL SEALER COLOR N TO MATCH PAVING T r r= III -I REFER TO PLANS FOR GONG. FINISH �, •..'..A:•:�. In 3" SAND BASE,- III —I I I I— DATA I L - fi LANTER i° . •' • •: : . SCALE: 14" = I:'-O" REINFORCED GUN I TE SETI ON -POND G SCALE: 44" s V -0" TIERED WATER FOUNTAIN MODEL FB -3 BY DURA ART STONE (qOq) 350 -8000 OR EOUI VAL.ENT °° 74' m _ m ° PROVIDE SUBMER5ABLE I I/2" DIA. GRAVEL 1 III —III =1 1 LIGHTING PER PLAN 5UBMERSA 3LE PUMP HOU51 N& (BY OTHERS) PROVIDE ELEGTRIGAL CONDUIT SEGTI ON - WATER FOUNTAIN (OPTIONAL INSTALLATION) SCALE: VV V -0" CAST STONE COPING, OR OWNER APPROVED N Lqq 2" FLA65TONE CAP STONE VENEER b " DEEP BARK CHI P PATH t PLAY FACE "WEED - GUARD" FABRIC, •WN DASHED COMPACTED SU36RADE 3" SAND BASE BRICK VENEER a. REINFORCED &UNITE - -T" a. • ;p REFER TO • --I I _ STRUCTURAL FOR II- STEEL REINFORCING '1= III =III CAST STONE COPING, OR 1/4" CORK EXPANSION JOINT ALTERNATE RE: 6/A705 1/4" CORK EXPANSION JOINT CAST STONE SPA WEIR BEYOND OWNER APPROVED WITH THIOKOL BEAD (COLOR COPING BEYOND REFER TO 41/A'705 FOR WITH THIOKOL BEAD (COLOR COPING BEYOND COPING BEYOND STEPIN& 5TONE-5 5H0WN DASHED ALTERNATE RE: (;,/A705 TO MATCH POOL DECK) ADDITIONAL NOTES AND TO MATCH POOL DECK) TILE BEYOND DIMENSIONS FOR POOL TILE BEYOND REFER TO 41/A705 FOR TILE BEYOND 1/4" PER FOOT MIN. SLOPE ADDITIONAL NOTES AND " 3' -O" COPING DETAIL I, -0„ I/4 PER FOOT MIN. SLOPE I' -O' TOP OF TOP OF DIMENSIONS FOR POOL TOP OF 1/2" PER FOOT MAX. SLOPE BEAM - BEAM COPING DETAIL - BEAM _ -0„ 1'_0,. 2' 1O„ 2 u 2 10" 4. °L /•' ' WATER LEVEL l = WATER LEVEL •f: r I / I — — II— WATER LEVEL I — • ' o —� 0 SAND BASE, TYP. ° / = a / 10 . I I (_4 I Ai 4. • . 10% .. I Z FROST PROOF O Q , . 4 /� I I III• z FR05T PROOF �D " — III —III- FROST PROOF I I _ SAND BASE, TYP. REFER TO . _ - // • — Q POOL TILE (TO BE ! SELECTED) l III —III- • . • ,. b .• . p - � _ Q POOL TILE (TO BE z POOL TILE (TO BE 2� I SPA SEAT I ' • F I FER TO PLANS FOR POOL J SELECTED) ° ' !: �' �i ' ' —III— J I -6 „ SELECTED REFER TO PLANS FOR POOL 41/A705 FOR n E Q ADDITIONAL ` •: _ : '� —III DECK MATERIAL t FINISH I/2" PLASTER . • : �. ' ° ' III —I I I/2" PLASTER I . ' I —III I I I DECK MATERIAL t FINISH NOTES AND ,, .: :' , •. =I O REINFORCED &UNITE I- I— - g —_ . , III —III .. •. I —III— •III —__ DIMENSIONS ' ' �, '.• '' . �' � ..,. �. TIE STEEL TO DECK, REFER •. ., , ! . ,, .. . • • _ ,. • . ° _ . I .. TIE STEEL TO DECK, REFER I/2 PLASTER Ci O• . I W e W POOL SHELL ° FOR POOL I I —III = ° III I TO STRUCTURAL FOR STEEL tL III- W • III —I I r I I —III TO STRUCTURAL FOR STEEL 9 �o REINFORCING uu�� •: •: y 1 •.° —I SLOPE TO !• •• W •�' REINFORGIN& COPING DETAIL 8,,:- " 8,; SLOPE TO , I OC SLOPE TO °. y `p, I/2" PLASTER ,8" — III =1I ... °. I =1I III- I =III III- • I I —) I I DRAIN ° ••; • •'' DRAIN . ,� a .' ° DRAIN .. „ _ SLOPE TO � . .. •• . • .. -. • : • • .t ' ° •� • . _ •, . ,'• • � . :'' .. : ,. 3'. .° ' • . .: , • III— , . : •. •..., =III — — •...' III— SLOPE TO DRAIN ; r I I —I DRAIN III —III ° :• ° I I —I I :! • ..:, - —III— ° • .44, _ d 1 ,y' + ° • . >a III- NOTE: CONTRACTOR TO III —III— • ' °:. •,�.• . ° • =III . ' ° I' •• •.• • •b I I —III ° I I —I I ALLOW FOR HIGHLY • •. — III —III— m ` ° ' ° ' •: W. EXPANSIVE SOILS I I/2 DIA. GRAVEL III ; ° '0 III =1 I I —1 I I ____— _ � �� • " �� • � } � III= —° TT- —1 I 11 -1 11 =I 11 =I 11 =1 11 =1 11 =1 I► =1 I I =1 I I— III —III -1 11 =1 I I -11 =1 I I =1 I I -I I- III =1 I I m °° _ _ I -1 I I I I I I I/2" DIA. GRAVEL 1 1/2" DIA. GRAVEL 1 1/2" DIA. &RAVEL I I— III —I 11 -1 ' SECTION - SPA AT STEPPINC-7 STONES SECTION - POOL STEFS SECTION - POOL SEAT SECTION - POOL COPING AT DEGfG SCALE: Ik" 0 1' -0" SCALE: %" = 1' -0" SCALE: 34" = V -0" SCALE: 34" = V-ON Architecture Planning Interiors Research 88 Union Avenue, Suite 900 Memphis, Tennessee 38103 Telephone 901 521 1440 Fax 901 X2_5 2760 E -mail info @lrk.com Multi - Family Plan for: Providence Housing Partners, L.L.C. 333 North Pennsylvania Street Indianapolis, Indiana 46204 Issues and Revisions No. Date Issues and Revisions 01 04.24.00 Hardscape Progress Set 02 05.18.00 Pricing Set 03 06.01.00 Issue for Construction 0 2000 Looney Ricks Kiss Architects, Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of Looney Ricks Kiss Architects, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Archiiect. Contractor shall check and verify all dimensions and conditions at job site. Seal Project Number: 01.98393.02 Project Name: Providence at Old Meridian Carmel, Indiana Drawing Name: HARDSCAPE DETAILS & ELEVATIONS Drawn By: JTF Checked By: A705 X REDWOOD EXPAN51ON JOINT PROVIDE 1/2" RIP STRIP AND SEAL WITH THIOKOL SEALER COLOR TO MATCH PAVING 1 1/2" DIA. METAL P05T ATTACH AS REQUIRED DECORATIVE METAL HANDRAIL AT 2' -10" A.F.F. 10 IU2 A1o5 CHAMFER EDGE 3/4" (TYPJ 855.58 PROVIDE SLOPE FOR - T.O. YiALL POSITIVE DRAINAGE, TYP. -----CAST STONE WALL 854.75 COPING T.O. RE141 /A706 _ ` . - •.. RETAINING WALL W( BRICK VENEER _ ' AND CAST STONE GAP T.O. V �1 a '� .. ' .. .. -- -- - 1 1/2" DIA. METAL P05T ATTACH 853 25 w _ ' .. ° - - -` - -- - AS REQUIRED T.O. VNIALL J V•� �^ I IX REDY4000 EXPANSION JOINT j v -I I I i I I i — : t ` : • I I" I -3/4" PROVIDE 1/2 RIP STRIP AND SEAL REFER TO PLANS I I _ ' °• ' WITH THIOKOL SEALER COLOR TO � � FOR GONG. FINISH -1 I -0 ' ' MATCH PAVING -BRICK m ,�� • . :. ' 16" SLIP DOWEL 1/2" VENEER ++ 16" SLIP DOWEL 1/2" DIA. AT Ib" O.G. _l* P.V.G. WEEPS HOLES AT DIA. AT 16" O.G. I I a i 24" O.G. YV/ GONTINUOU5 I-' ,::: REFER TO PLANS &RAVEL POCKET W/ FILTER #3 REBAR 12" O.G. I I .� ��•: FOR GONG. FINISH °- -� d FABRIC BOTH WAYS I `�_�` - „ " Ib SLIP DOWEL 1/2 2" SAND BASE I —III— W-:.r -� =�---. ,•�:.�'. .... .:'s. =:., ^ , :. - III I ( REFER TO STRUCTURAL - DIA. AT 16" O.G. COMPACTED 5U56RADE —I - III _— ' a. Al STEAL IX REDWOOD EXPANSION W - III - III - III -III -I REINFORCING JOINT PROVIDE 1/2" RIP JOINT STRIP AND SEAL WITH THIOKOL SEALER COLOR TO MATCH PAV I N6 (7�� SGT IN - GONGi�ETE STEPS _ v SCALE: 14 III-O" 4" 50. METAL POS METAL POST GAP M 1/4" METAL G I RGL 1" 50. METAL TOP A106RA I L I" SQ. METAL SIK PICKETS I 50. METAL RAIL cv 4" Q m O I I I I n METAL I I I I I I I I OPTIONAL BRICK P05T I I I ___�, 10" DIA. GONG. PIER I "rqL, I ( I I FOOTING SHOWN BOTTOM RAIL I L- J I DASHED B L- _J ATTACH AS REQUIRED 10' -0" O.G. MAX. BETWEEN POSTS � ELE�A�Tl N �-f LA )UN��f = N � f' I EF, GATE SCALE: *4" s 1' -0" CAST STONE PIER GAP, TYPE "A" --- BRICK VENEER --�� OPTIONAL BRICK PIER O I SO RESTRICTIVE &ATE LATCH PLEXI -6LA55 SHOWN HATCHED KANT -SLAM SELF GL051 N6 GATE MEGHINI5M BY: BLOOMF I ELD 4" 50. METAL POST-, 1 / GATE LATCH iv SCALE: 34" = V-O" I I I I I I I I I I I (2) SELF - CLOSING I I I I 1 1 11 GATE HINGES I I I I I I I I I I I I 5Q. STEEL I I I I I I I I &ATE FRAME I I I I I I- J I I L- J I L _ _ _ J L - - _ J 106 M. MANUFACTURING M. 11 1 I 1 I J _J (800) 233 -2051 - ----__ - -7 11 r--- ----- - - - - -7 1 f -- I I I I I I I 2) STANDARD I I I I I II I &ATE HINGES I I I I I II 1�. W DIA. CONS. I u I I U I FOOTING SHOWN L - - -' DASHED L��ATI ON -POOL CHAT / I �� E 4" 50. METAL 1/4" METAL G 1" 50. METAL PICKETS—, 1" 50. METAL P05T I 50. METAL BOTTOM RAIL ATTACH AS REQUIRED 24 "x24" BRICK PIER BEYOND - 3' -0" HIGH METAL FENCE � '10'3 8" x 8" WOOD RAILROAD TIE BORDER , in 6 " -12" DEEP BARK CHIP PATH t PLAY SURFACE SCALE: lh u = I' -0" AMIZE sum, BRICK WALL BEYOND W/ CAST STONE GAP BEYOND CAST STONE WALL COPING PLANTER • ' I I I I ' ' BRICK VENEER ON ° I BOTH SIDES ° . _ —_ 4'x8 "xlb" BLOCK WALL STEEL REINFOCING PER _ STRUCTURAL ENGINEER r•� t GONG. BEAM AND • I- REINFORCING PER STRUCTURAL ENGINEER I- - I- :, —ice, SECTION - 5RIGK WALL AT GONG. STEPS SCALE: W = V-O" FLA65TONE COPING W/ MORTAR --�� WATER LEVEL 18" - 24" 3' -O" - 4' -0. 18" - 24" I I I I I I I I II T 1= 1I��;� 45 MIL. "POND GUARD" COMPACTED 5U56RADE RI VER5TONE BALLAST SECT I ON - STREAM SCALE: %" = I' -0" 1/2" BLACK PLASTER WATER LEVEL-, m n 4 ' - j, DETAIL - CAST STONE GOfi I NG SCALE: 3" s V -0" 3 I /2 "xl 1/2 "x8" SOLID BRICK PAVER IX REDWOOD EXPANSION JOINT PROVIDE 1/2" RIP STRIP AND SEAL WITH THIOKOL SEALER COLOR N TO MATCH PAVING T r r= III -I REFER TO PLANS FOR GONG. FINISH �, •..'..A:•:�. In 3" SAND BASE,- III —I I I I— DATA I L - fi LANTER i° . •' • •: : . SCALE: 14" = I:'-O" REINFORCED GUN I TE SETI ON -POND G SCALE: 44" s V -0" TIERED WATER FOUNTAIN MODEL FB -3 BY DURA ART STONE (qOq) 350 -8000 OR EOUI VAL.ENT °° 74' m _ m ° PROVIDE SUBMER5ABLE I I/2" DIA. GRAVEL 1 III —III =1 1 LIGHTING PER PLAN 5UBMERSA 3LE PUMP HOU51 N& (BY OTHERS) PROVIDE ELEGTRIGAL CONDUIT SEGTI ON - WATER FOUNTAIN (OPTIONAL INSTALLATION) SCALE: VV V -0" CAST STONE COPING, OR OWNER APPROVED N Lqq 2" FLA65TONE CAP STONE VENEER b " DEEP BARK CHI P PATH t PLAY FACE "WEED - GUARD" FABRIC, •WN DASHED COMPACTED SU36RADE 3" SAND BASE BRICK VENEER a. REINFORCED &UNITE - -T" a. • ;p REFER TO • --I I _ STRUCTURAL FOR II- STEEL REINFORCING '1= III =III CAST STONE COPING, OR 1/4" CORK EXPANSION JOINT ALTERNATE RE: 6/A705 1/4" CORK EXPANSION JOINT CAST STONE SPA WEIR BEYOND OWNER APPROVED WITH THIOKOL BEAD (COLOR COPING BEYOND REFER TO 41/A'705 FOR WITH THIOKOL BEAD (COLOR COPING BEYOND COPING BEYOND STEPIN& 5TONE-5 5H0WN DASHED ALTERNATE RE: (;,/A705 TO MATCH POOL DECK) ADDITIONAL NOTES AND TO MATCH POOL DECK) TILE BEYOND DIMENSIONS FOR POOL TILE BEYOND REFER TO 41/A705 FOR TILE BEYOND 1/4" PER FOOT MIN. SLOPE ADDITIONAL NOTES AND " 3' -O" COPING DETAIL I, -0„ I/4 PER FOOT MIN. SLOPE I' -O' TOP OF TOP OF DIMENSIONS FOR POOL TOP OF 1/2" PER FOOT MAX. SLOPE BEAM - BEAM COPING DETAIL - BEAM _ -0„ 1'_0,. 2' 1O„ 2 u 2 10" 4. °L /•' ' WATER LEVEL l = WATER LEVEL •f: r I / I — — II— WATER LEVEL I — • ' o —� 0 SAND BASE, TYP. ° / = a / 10 . I I (_4 I Ai 4. • . 10% .. I Z FROST PROOF O Q , . 4 /� I I III• z FR05T PROOF �D " — III —III- FROST PROOF I I _ SAND BASE, TYP. REFER TO . _ - // • — Q POOL TILE (TO BE ! SELECTED) l III —III- • . • ,. b .• . p - � _ Q POOL TILE (TO BE z POOL TILE (TO BE 2� I SPA SEAT I ' • F I FER TO PLANS FOR POOL J SELECTED) ° ' !: �' �i ' ' —III— J I -6 „ SELECTED REFER TO PLANS FOR POOL 41/A705 FOR n E Q ADDITIONAL ` •: _ : '� —III DECK MATERIAL t FINISH I/2" PLASTER . • : �. ' ° ' III —I I I/2" PLASTER I . ' I —III I I I DECK MATERIAL t FINISH NOTES AND ,, .: :' , •. =I O REINFORCED &UNITE I- I— - g —_ . , III —III .. •. I —III— •III —__ DIMENSIONS ' ' �, '.• '' . �' � ..,. �. TIE STEEL TO DECK, REFER •. ., , ! . ,, .. . • • _ ,. • . ° _ . I .. TIE STEEL TO DECK, REFER I/2 PLASTER Ci O• . I W e W POOL SHELL ° FOR POOL I I —III = ° III I TO STRUCTURAL FOR STEEL tL III- W • III —I I r I I —III TO STRUCTURAL FOR STEEL 9 �o REINFORCING uu�� •: •: y 1 •.° —I SLOPE TO !• •• W •�' REINFORGIN& COPING DETAIL 8,,:- " 8,; SLOPE TO , I OC SLOPE TO °. y `p, I/2" PLASTER ,8" — III =1I ... °. I =1I III- I =III III- • I I —) I I DRAIN ° ••; • •'' DRAIN . ,� a .' ° DRAIN .. „ _ SLOPE TO � . .. •• . • .. -. • : • • .t ' ° •� • . _ •, . ,'• • � . :'' .. : ,. 3'. .° ' • . .: , • III— , . : •. •..., =III — — •...' III— SLOPE TO DRAIN ; r I I —I DRAIN III —III ° :• ° I I —I I :! • ..:, - —III— ° • .44, _ d 1 ,y' + ° • . >a III- NOTE: CONTRACTOR TO III —III— • ' °:. •,�.• . ° • =III . ' ° I' •• •.• • •b I I —III ° I I —I I ALLOW FOR HIGHLY • •. — III —III— m ` ° ' ° ' •: W. EXPANSIVE SOILS I I/2 DIA. GRAVEL III ; ° '0 III =1 I I —1 I I ____— _ � �� • " �� • � } � III= —° TT- —1 I 11 -1 11 =I 11 =I 11 =1 11 =1 11 =1 I► =1 I I =1 I I— III —III -1 11 =1 I I -11 =1 I I =1 I I -I I- III =1 I I m °° _ _ I -1 I I I I I I I/2" DIA. GRAVEL 1 1/2" DIA. GRAVEL 1 1/2" DIA. &RAVEL I I— III —I 11 -1 ' SECTION - SPA AT STEPPINC-7 STONES SECTION - POOL STEFS SECTION - POOL SEAT SECTION - POOL COPING AT DEGfG SCALE: Ik" 0 1' -0" SCALE: %" = 1' -0" SCALE: 34" = V -0" SCALE: 34" = V-ON Architecture Planning Interiors Research 88 Union Avenue, Suite 900 Memphis, Tennessee 38103 Telephone 901 521 1440 Fax 901 X2_5 2760 E -mail info @lrk.com Multi - Family Plan for: Providence Housing Partners, L.L.C. 333 North Pennsylvania Street Indianapolis, Indiana 46204 Issues and Revisions No. Date Issues and Revisions 01 04.24.00 Hardscape Progress Set 02 05.18.00 Pricing Set 03 06.01.00 Issue for Construction 0 2000 Looney Ricks Kiss Architects, Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of Looney Ricks Kiss Architects, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Archiiect. Contractor shall check and verify all dimensions and conditions at job site. Seal Project Number: 01.98393.02 Project Name: Providence at Old Meridian Carmel, Indiana Drawing Name: HARDSCAPE DETAILS & ELEVATIONS Drawn By: JTF Checked By: A705