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Home My WebLink About05070010 Landscape PlansQ ov FJ W H QN (.7 a H INDEX MAP SCALE: 1 11= 200' -0" R: \5k \5076 \001 \dwgs \L101 -5 murphy PH1 8- 16- 05.dwg Aug 17, 2005 - 8:28am MURPHY HALL Carmel, IN OWNER: Estridge Development Co. 1041 West Main Street Carmel, IN 46032 PREPARED BY: HadenStanziale planning 421 Penman Street 704.373.0534 Suite 300 704.342.0251 fax Charlotte, NC 28203 www.hadenstanziale.com ISSUE: FOR CONSTRUCTION REVISIONS: REVISED LANDSCAPE 2 8.16.05 TO AVOID STORM SEWER 2 7.29.05 REVISE STREET TREES 1 5.10.05 Planning Commision Comments No. Date Work Done Date: 06/29/05 Project No.: 04339 Checked By: DRB Drawn By: ME 0' 25' 50' 100' NORTH SCALE: 1 " =50' TITLE'. STREET TREE & OPEN SPACE LANDSCAPE PLAN AC 18- AL( AC 5-( AC 18- ALi AC 5- 1 AC 18- AU AC 2 -1 �i a MURPHY HALL Carmel, IN OWNER: Estridge Development Co. 1041 West Main Street Carmel, IN 46032 PREPARED BY: HadenStanziale planning 421 Penman Street 704.373.0534 Suite 300 704342.0251 fax Charlotte, NC 28203 www.hadensfanziale.com ISSUE: FOR CONSTRUCTION REVISIONS: 2 8.16.05 REVISED LANDSCAPE TO AVOID STORM SEWER 2 7.29.05 REVISE STREET TREES 1 5.10.05 Planning Commision Comments No. Date Work Done Date: 06/29/05 Project No.: 04339 Checked By: DRB Drawn By: JME 0' 25' 50' 100' NORTH SCALE: 1 " =50' TITLE: STREET TREE & OPEN SPACE LANDSCAPE PLAN L102 3- FS 3- PPM 9- PPM 19- JP E 3) 5' -6" HGT. FREE STANDING WALL R:\5kk5O76\001\dwgsNL101-5 murphy PH 1 8- 16- 05.dwg Aug 17, 2005 - 8:27am 20- JP- �- PPM - 3' -0" HGT. FREE g STANDING WALL L105 15- COS 10 -JS- 10- JS 22- VB 21- VB 10-is 10- JS — 15- COS r- 21- VB \ 10- JS \ 10-is Q U 15- COS rB- 3' -0" HGT. FREE L105 STANDING WALL 20- JP 7- PPM 1 / 1C 181> r2- PPM 3- LT-� 10- JH 3- QR .. 141 ST STREET MURPHY IAI� Carmel, IN OWNER: Estridge Development Co. 1041 West Main Street Carmel, IN 46032 PREPARED BY: Haden • Stanzeale planning 421 Penman Street 704.373.0534 Suite 300 704.342.0251 fax Charlotte, NC 28203 www.hadenstanziale.com ISSUE: FOR CONSTRUCTION REVISIONS: REVISED LANDSCAPE 000 143 2 8.16.05 TO AVOID STORM SEWER 2 7.29.05 REVISE STREET TREES 1 5.10.05 Planning Commision Comments 7 No. I Date Work Done Date: 06/29/05 LAKE #1 Project No.: 04339 Checked By: DRB >11�o Drawn By: JME 0' 15' 30' 60' NORTH SCALE: 1 " =30' TITLE: PRIMARY LANDSCAPE PLAN — 20- J P 20 — 8- PPM g 3' -0" HGT. FREE L105 STANDING WALL 15- COS —10- JS — 10- JS j 22nYB —' 21- VB \ 10- JS \ 10-is Q U 15- COS rB- 3' -0" HGT. FREE L105 STANDING WALL 20- JP 7- PPM 1 / 1C 181> r2- PPM 3- LT-� 10- JH 3- QR .. 141 ST STREET MURPHY IAI� Carmel, IN OWNER: Estridge Development Co. 1041 West Main Street Carmel, IN 46032 PREPARED BY: Haden • Stanzeale planning 421 Penman Street 704.373.0534 Suite 300 704.342.0251 fax Charlotte, NC 28203 www.hadenstanziale.com ISSUE: FOR CONSTRUCTION REVISIONS: REVISED LANDSCAPE 000 143 2 8.16.05 TO AVOID STORM SEWER 2 7.29.05 REVISE STREET TREES 1 5.10.05 Planning Commision Comments 7 No. I Date Work Done Date: 06/29/05 LAKE #1 Project No.: 04339 Checked By: DRB >11�o Drawn By: JME 0' 15' 30' 60' NORTH SCALE: 1 " =30' TITLE: PRIMARY LANDSCAPE PLAN QTY I SYM I BOTANICAL NAME 1COMMONNAME SIZE &SPECIFICATIONS TREES 6 AC ACER CAMPESTRE HEDGE MAPLE 2" - 2 -1/2" CAL. 2 AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY MAPLE 2-1/211- 3" CAL., 50'0.C. 3 ALG ALNUS GLUTINOSA EUROPEAN BLACK ALDER 2" - 2 -1/2" CAL. 14 AA AMELANC'-IIER ARBORE.A SHADBLOW SERVICEBERRY 1 -1/2" - 2" CAL., 10' O.C. 6 AG AMELANCHIER x GRAND IFLORA'ROBIN HILL' ROBIN HILL SERVICEBERRY 1 -1/2" - 2" CAL., 15' O.C. 28 BN BETULA NIGRA RIVER BIRCH MULTI -STEM, 8'- 10' HGT. 19 CA CERCIS CANAD ENS IS 'AVONDALE' AVONDALE REDBUD 1 -1/2" - 2" CAL., 10' O.C. 14 CS CERCIS CANADENSIS'SILVER CLOUD' SILVER CLOUD REDBUD 1 -1/2" - 2" CAL., 10' O.C. 24 FS FAGUS SYLVATICA'ROSEO- MARGINATA' ROSE - MARGINED EUROPEAN BEECH 1 -1/2" - 2" CAL., 10' O.C. 5 GT GLEDISTIA TRIACANTHOS THORNLESS HONEYLOCUST 2 -1/2- 3" CAL. 37 LT LIRIODENDRON TULIPIFERA TULIP POPLAR 2" - 2 -1/2" CAL. 6 QA QUERCUS ALBA WHITE OAK 2 -1/2" - 3" CAL., 50' O.C. 50 QC QUERCUS COCCINEA SCARLET OAK 2" - 2 -1/2" CAL. 39 QI QUERCUS IMBRICARIA SHINGLE OAK 2" - 2 -1/2" CAL. 52 QM QUERCUS MACROCARPA BUR OAK 2" - 2 -1/2" CAS. 75 QR QUERCUS RUBRA NORTHERN RED OAK 2" - 2 -1/2" CAL. 38 PPH PICEA PUNGENS 'HOOPSII' HOOPS BLUE SPRUCE 10' HGT, B &B, 15' O.C. 28 PPI PICEA PUNGENS ' ISELI FOXTAIL' ISELI FOXTAIL SPRUCE 6' HGT, B &B, 6' O.C. 53 PPM PICEA PUNGENS 'MOERHEIM' MOERHEIM BLUE SPRUCE 10' HGT, B &B, 8' O.C. 15 PC PRUNUS CERASIFERA'NEWPORT' PURPLE LEAF PLUM 2" - 2 -1/2" CAL., 12' O.C. 6 PK PRUNUS SERRULATA'KWANZAN' KWANZAN FLOWERING CHERRY 2" - 2 -1/2" CAL., 15' O.C. 5 PM PRUNUS SERRULATA WT. FUJI' MT. FUJI FLOWERING CHERRY 2" - 2 -1/2" CAL., 20' O.C. 10 PV PRUNUS VIRGINIANA'CANADA RED SELECT' RED SELECT FLOWERING CHERRY 2" - 2 -1/2" CAL., 15' O.C. 24 TC TSUGA CANADENSIS CANADIAN HEMLOCK 10' HGT., B &B, 20' O.C. S( ]RUBS & ORNAMENTAL GRASSES 60 COS CORNUS SERICEA RED -TWIG DOGWOOD 5 GAL., 5' O.C. 80 FI FORSYTHIA X INTERMEDIA'SPRING GLORY' SPRING GLORY FORSYTHIA 5 GAL., 36" HGT, 5' O.C. 83 IG ILEX GLABRA'NIGRA' NIGRA INKBERRY 5 GAL., 36" HGT, 5' O.C. 70 JC JUNIPERUS CHINENSIS 'NICKS COMPACT' NICK'S COMPACT JUNIPER 3 GAL. 24" HGT., 4' O.C. 64 JH JUNIPERUS HORIZANTALIS'YOUNGSTOWN' YOUNGSTOWN ANDORRA JUNIPER 5 GAL., 4' O.C. 115 JP JUNIPERUS x PFITZERIANA'MONSAN' GOLD COAST IMPROVED JUNIPER 5 GAL., 3' O.C. 89 JS JUNIPERUS SABINA'BROADMOOR' BROADMOOR JUNIPER 5 GAL., 3' O.C. 204 MS MISCANTHUS SINENSIS 'VARIEGATUS' JAPANESE MAIDEN GRASS 5 GAL. CONT. 36" O.C. 28 SB SPIRAEA x BUMALDA'ANTHONY WATERER' ANTHONY WATERER SPIREA 3 GAL.,24" HGT., 4' O.C. 103 VB VIBURNUM X BURKWOODI BURKWOOD VIBURNUM 5 GAL., 36" HGT. 5' O.C. 24 VC VIBURNUM x CARLESII CARLESII VIBURNUM 5 GAL., 36" HGT. 5' O.C. NOTE: CONTRACTOR SHALL REMOVE ALL STAKING MATERIAL ONE YEAR AFTER INSTALLATION. 3/4" NYLON STRA ROOT CROWN TO BE LEVEL WITH FINISH GRADE. REMOVE TYPICAL EXCESS SOIL FROM - GROWER OVER ROOT SYSTEM, UPTO 1" DEPTH. REJECT PLANTS WITH MORE THAN 3" EXCESS SOIL. 2x2 x18" WOOD STAKE, WITH 3/8" HOLE CENTERED. DRIVE STAKE IN LINE WITH STRAP REMOVE TOP 1/3 BURLAP AND ANY NAILS, PINS, ETC. REMOVE TOP 2/3 OF WIRE BASKET RAISE PIT BOTTOM AS NEEDED TO ENSURE BUTTRESS ROOTS ARE AT CORRECT HEIGHT. 14" ROOTBALL FIRM SOIL UNDER ROOTBALL. MIN. DIAMETER �KX1 MULTI -STEM TREE INSTALLATION DETAIL � NTS R: \5k \5076 \001 \dwgs \L101 -5 murphy PH1 8- 16- 05.dwg Aug 17, 2005 - 8:25am uhauP `— PLANTING SOIL MIX. INSTALL IN 8" LIFTS, WATER BETWEEN LIFTS. UNDISTURBED SOIL 3- FS 14 -CA - 1 >W RUN REMOVE TOP 1/3 BURLAP AND ANY ' =1 I 1 =1 I I —I I1 NAILS, PINS, ETC. III III =I I = REMOVE TOP 2/3 OF WIRE BASKET I, ,III —, �- RAISE PIT BOTTOM AS NEEDED TO ENSURE BUTTRESS ROOTS ARE AT CORRECT HEIGHT. 14" ROOTBALL FIRM SOIL UNDER ROOTBALL. MIN. DIAMETER SINGLE STEM TREE INSTALLATION DETAIL �B NTS D- 3- LT 3 -QR— C s~ 14" MIN. Nle 6 " SLIP KNOT WITH STOP KNOT, 6" LARGER THAN TRUNK DIAMETER 3/� BUTTRESS ROOTS ROOT CROWN TO BE LEV FINISH GRADE. �— KEEP MULCH 1 " -2" AWAY FROM TRUNK REMOVE TYPICAL EXCES �— MULCH; 3" MIN., 4" MAX. DEPTH. GROWER OVER ROOT Sly DEPTH. REJECT PLANTS WATER BERM; 4" MAX HEIGHT. INSTALL THAN 3" EXCESS SOIL. �— OUTSIDE OF PLANT MIX BACKFILL 2x2 x18" WOOD STAKE, W HOLE CENTERED. DRIVE FINISH GRADE IN LINE WITH STRAP PLANTING SOIL MIX. INSTALL IN 8" LIFTS, WATER BETWEEN LIFTS. UNDISTURBED SOIL REMOVE TOP 1/3 BURLAF NAILS, PINS, ETC. REMOVE TOP 2/3 OF WIR RAISE PIT BOTTOM AS NE BUTTRESS ROOTS ARE A FIRM SOIL UNDER ROOTS_..__. MIN. UlHMt I tK �(r' EVERGREEN TREE INSTALLATION DETAIL ON �N NTS Ikyj I I kq SLIP KNOT WITH STOP KNOT, _ARGER THAN TRUNK DIAMETER TTRESS ROOTS =P MULCH 1"-2" AWAY FROM TRUNK LCH; 3" MIN., 4" MAX. DEPTH, TER BERM; 4" MAX HEIGHT. INSTALL TSIDE OF PLANT MIX BACKFILL FINISH GRADE SOIL MIX. INSTALL IN 8" ,TER BETWEEN LIFTS. 3OIL MURPHY 3/4" NYLON STRAP KIP KNOT WITH STOP KNOT, OWNER: " LARGER THAN TRUNK DIAMETER 1041 West Main Street Carmel, IN 46032 ROOT CROWN TO BE LEVEL WITH FINISH GRADE. BUTTRESS ROOTS planning 421 Penman Street 704.373.0534 Suite 300 704,342.0251 fax Charlotte, NC 28203 www.hadensfanziale.com REMOVE TYPICAL EXCESS SOIL FROM — GROWER OVER ROOT SYSTEM, UPTO 1" KEEP MULCH 1"-2" AWAY FROM TRUNK DEPTH. REJECT PLANTS WITH MORE REVISIONS: THAN 3" EXCESS SOIL. MULCH; 3" MIN., 4" MAX. DEPTH. WATER BERM; 4" MAX HEIGHT. INSTALL 2x2 x18" WOOD STAKE, WITH 3/8" REVISED LANDSCAPE TO AVOID STORM SEWER HOLE CENTERED. DRIVE STAKE OUTSIDE OF PLANT MIX BACKFILL IN LINE WITH STRAP — FINISH GRADE 5.10.05 `— PLANTING SOIL MIX. INSTALL IN 8" LIFTS, WATER BETWEEN LIFTS. UNDISTURBED SOIL 3- FS 14 -CA - 1 >W RUN REMOVE TOP 1/3 BURLAP AND ANY ' =1 I 1 =1 I I —I I1 NAILS, PINS, ETC. III III =I I = REMOVE TOP 2/3 OF WIRE BASKET I, ,III —, �- RAISE PIT BOTTOM AS NEEDED TO ENSURE BUTTRESS ROOTS ARE AT CORRECT HEIGHT. 14" ROOTBALL FIRM SOIL UNDER ROOTBALL. MIN. DIAMETER SINGLE STEM TREE INSTALLATION DETAIL �B NTS D- 3- LT 3 -QR— C s~ 14" MIN. Nle 6 " SLIP KNOT WITH STOP KNOT, 6" LARGER THAN TRUNK DIAMETER 3/� BUTTRESS ROOTS ROOT CROWN TO BE LEV FINISH GRADE. �— KEEP MULCH 1 " -2" AWAY FROM TRUNK REMOVE TYPICAL EXCES �— MULCH; 3" MIN., 4" MAX. DEPTH. GROWER OVER ROOT Sly DEPTH. REJECT PLANTS WATER BERM; 4" MAX HEIGHT. INSTALL THAN 3" EXCESS SOIL. �— OUTSIDE OF PLANT MIX BACKFILL 2x2 x18" WOOD STAKE, W HOLE CENTERED. DRIVE FINISH GRADE IN LINE WITH STRAP PLANTING SOIL MIX. INSTALL IN 8" LIFTS, WATER BETWEEN LIFTS. UNDISTURBED SOIL REMOVE TOP 1/3 BURLAF NAILS, PINS, ETC. REMOVE TOP 2/3 OF WIR RAISE PIT BOTTOM AS NE BUTTRESS ROOTS ARE A FIRM SOIL UNDER ROOTS_..__. MIN. UlHMt I tK �(r' EVERGREEN TREE INSTALLATION DETAIL ON �N NTS Ikyj I I kq SLIP KNOT WITH STOP KNOT, _ARGER THAN TRUNK DIAMETER TTRESS ROOTS =P MULCH 1"-2" AWAY FROM TRUNK LCH; 3" MIN., 4" MAX. DEPTH, TER BERM; 4" MAX HEIGHT. INSTALL TSIDE OF PLANT MIX BACKFILL FINISH GRADE SOIL MIX. INSTALL IN 8" ,TER BETWEEN LIFTS. 3OIL MURPHY HALL Carmel, IN OWNER: Estridge Development Co. 1041 West Main Street Carmel, IN 46032 PREPARED BY: HadenS tanziale planning 421 Penman Street 704.373.0534 Suite 300 704,342.0251 fax Charlotte, NC 28203 www.hadensfanziale.com ISSUE: FOR CONSTRUCTION REVISIONS: 2 8.16.05 REVISED LANDSCAPE TO AVOID STORM SEWER 2 7.29.05 REVISE STREET TREES 1 5.10.05 Planning Commision Comments No. Date Work Done Date: 06129105 Project No.: 04339 Checked By: DRB Drawn By: ME 0' 15' 30' 60' NORTH � SCALE: 1 " =30' TITLE: AlMmENITY AREA LANDSCAPE PLAN a 0 U) a X N Q❑ U x NOTE: WALL DIMENSIONS TO MATCH OPPOSITE. MEASUREMENTS ARE TO CENTER OF WALLS AND COLUMNS. W 1i W W W W I W W — W) 1 1 >Q'_'� I I ---T- ---T R'0.00' 22 ARC LE NT -f-t- ' •, I I' 1 I I I I 1 R20.00' R20// 00 ,l i ��\ I 22' ARC 22' ARC L E N OT� 17.50' 1 , 1 r 820.00' 22' ARC LEN T . . _ . _ . 1 — — — ■ . . r IF PRIMARY ENTRANCE WALL LAYOUT PLAN SCALE: 111=201-011 E3 9' 44.761 I _ -- 00 W C 118 I I I , q --� ! L203 ND COLUMN(TYP.) ! > ! U 00 I "- I L203 SIGN W�LLJYP.) l , q END C LUMN(TYP. - BOTH 16.E 4.86' , �O3SIDES OF SIGN PANEL) I I I 12. I ` ! I i I 0 I \ ! 1 .52' I X° B Aso LINE COLUMN(TYP.) i L203 -- 4 — A--zfn)-- --- - - - - -- --- - - - - -- .3a-' SIGN PANEL 141st STREET - -- B 5' -6" HGT. FREE L202 STANDING WALL ' FREE STANBiNG C L204 WALL(T -- �� 6.48' 12.25 134 -- ----- - - - - -- rB L I E M N (TYP .) , -- '°` END COLUMN ( TYP.) � ! 1 I 1 I 1 ' I R20.00' R 0.00' 14. 5' .tarry,, ! �2 I i 22' ARC 22' ARC \�--------- - - - -�, �• r 1 3 .i' *+•-1-° .1� t"T '� ..} -R i - pis-+ �l i�t `®A`• r� 7 r ^- � r 1 �z 1 3--a �s , r '� 1 1 .# x J ' °g'-"- a n fir... • 3 Y x. a v r - a , ,ry F � f 3� ii I f 5 H 1 "hs -� r �. � l a r � I I a£ K -. � - s �-- -..t, t t t i 't yy i Sc; .EY f t Y ! � a- -u 'c I V � � +�' t t+�' : :� 1 s �t i "� � f � � i � t xr - .L � K 5.. ar z �p t 3 t L S'..t � � -7':- n °s E E ra p �T"P i � �' r -- � a 3 x' t 'Yr, 7 z 3t s. • 3 t s r1 •� � = '(c t. 5 z L �.�, � Lr,. C� +iE Y � .'�.,a '�'�; , .`At_, �7 ,v . r a3 u 7, i F( -�• u n. � ' � ti � '.� ,� !a ..r•, L". �,- '. .} _.. 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'.- - -•... ..s,a.S '':. �.,_r -�.: o.. .r�,,r..... 1+�'�, .r:`C ,f. -'.. - -r',N- . :-�- a. ,�.r ,iii'.., - FT'Y..< ,:t Y. -..� ar•- 't ^= .- x�'S'. .�?' •I c -tY. r:,l > ..rt„ ..p_„Y• .�- '. :,tt > 5.. ,:F -$", ai «� �'h= - 3':"' zvas,� --` -' '.i<�5 - - 1 '-^ :fib �_ - _ s.fi. - _ 'Ft •gin : :.(, P.O.B. �.• �.��. ��_ fF.v• .�. � _ - I K 1 22 .moo — 135 8' ASPHALT TRAIL — 13.57' 18.01' 141st STREET � PERIMETER WALL LAYOUT PLAN - SOUTHWEST BOUNDARY SCALE: 1 "= 20' -0" 2.1.Sik _r%n7A\nn1 \A%A /ncll 1 n1 _r% rni Irr%h.. DLN Q I r- nr, A.— n.. 4-7 P) nnr o.nc_ _ J— •— • — • - • •.,.••,..• •.T . . . . v . v vv.—.J. � J 1 I , LVVaJ - IJ.LaIgl 11 --------------------- MARY ENTRANCE EL - EL- E-VATi0f4 - N Q u W x x m 2 rR�MAIN DRIVE WALL LAYOUT PLAN X SCALE: 1 " =20' -0" 14.27' 12.261- 1 6.24' 2 I ' i I ; 1 ' 1 ! , 1 I ! I 1 ' 1 - i 1 ' I � I R20.00 ! 22' ARC I .-p° 1' 8 _A END COLUMN(TYP.) LL" )LINE LINE COLUMN TYP. ) � L JO3FREE STANDING WALI C 3' HGT. FREE L201 STANDING WAL� -- SHY HALL CIRCLE EASE ---- -------------- 4 Ew— W ------- 141st STREET PERIMETER WALL LAYOUT PLAN - SOUTHEAST BOUNDARY SCALE: 1 "= 20' -0" i 0 W z 3: 0 423 MURPHY HALL Carmel, IN OWNER: Estridge Development Co. 1041 West Main Street Carmel, IN 46032 PREPARED BY: HadenStanziale planning 421 Penman Street 704.373.0534 Suite 300 704.342.0251 fax Charlotte, NC 28203 www.hadenstanzia!e.com ISSUE: FOR CONSTRUCTION REVISIONS: 2 8.16.05 TO AVOID STORM SEWER 1 5.10.05 Planning Commision Comments No. Date Work Done Date: 06/29/05 Project No.: 04339 Checked By: DRB Drawn By: JME 777, 7 0' 10' 20' 40' NORTH SCALE: 1 " =20' TITLE: WALL PLAINS & DETAILS FIN. GRADE 01_011----------- - - - - -- BRICK VENEER - COMMON RUNNING BOND PATTERN 1 I ( i 0 ---*4* 5 r= _E S-1 /`1NDINGV V/1LL ELEV/1TION A SCALE: 3/16 " =1' -0" PRECrA -% 1 LINTEL BRICK VENEER IN COMMON - RUNNiNG BOND PA-1- T ERN 21_811 ,1, --------------- - FIN. GRADE 01_011 ----------------- I �To15' -6" FREE. STAN DI WALL ELEVATION 3� SCALE: 3%16* ", =1 1-01" J:\CAD DATA\ Projects \04339 Murphy Tract \PLANS \DD \walldetails.dwg Jun 29, 2005 - 7:04pm i i ki PRECAST - COPING 1 1 1 i LINE CVLUIV11`Y L.OL- 1&- WITH PRECAST CAP I t r r r r i r r r � r I ; r r i 1 i E1 KVD COLUIV�11K14 DET^,iL WITH PRECAST CAP AND LINTEL IL LINE COLUMN DETAIL WITH PRECAST CAP 1 i r r � r r r � r � � r ; r r _ d 1 i END COLUMN DETAIL WITH PRECAST CAP AND LINTEL T � � T .A. ♦ .� jL -iiL �>L - .i1 Ca rmp ] IM-N O�NNER: Estridge Development Co. 1041 West Main Street Carmel, IN 46032 PREPARED BY: Hadet�Stanziale planning 421 Penman Street 704.373.0534 Suite 300 704.342.02511aX Charlotte, NC 28203 www.hadenstanziale.com ISSUE: FOR CONSTRUCTION RE`,l;SIONS: No. Date Work Done Date: 06/29/05 Project No.: 04339 Checked By: DRB Drawn By: JME SCALE. AS NOTED TITLE: TYPICAL WALL E-= LEVRTIOf`r 0 PRECAST CAP D 2' -10" SQ. L20 r M�I 011 10.40 %I M M M Elm I 1-0011101ame-1-111 VISO,. Swill! • - - -•• - -. !�'�� i i -ice • • • • � �'!� i; 10M On %' jo i 3600 PSI CONC FOOTING, REINF. - _ _ _ _ : • ° • W/(8) #4 REBAR(HORIZ.) 16 O.C. -111 —III` III_( a 6" WASHED #57 STONE ° 4' -9" SQ. TYPICAL END COLUMN DETAIL SCALE: 3/4 " =1 ' -0" V -2" PRECAST WALL COPING(! F CMU LINTEL UNIT FULLY GROUNDED AND REINFORCED W /(2) #4 REBAR, FILL CORE SOLID FIN. GRADE MIN. 12" PLANTING SOIL BRICK VENEER 4x8x16 CMU LIFTER BLOCK f 1 — 4" PRECAST LINTEL rG—*� ALL EXPOSED FACES L204 WASHED #57 STONE WRAPPED W /FILTER FABRIC WATER PROOF MEMBRANE FULL HGT. OF COLUMN & FOOTING 8x8x16 CMU BLOCK W/ (4) #4 REBAR (VERT.) - ONE @ EACH CORNER - FILL CORE SOLID 4" PERF. PVC PIPE ENTIRE LENGTH OF WALL DRAIN TO DAYLIGHT COMPACTED BACKFILL WATER PROOF MEMBRANE 3600 PSI CONC FOOTING, REINF. W/(8) #4 REBA (HORIZ.) 16" O.C. TYPICAL SIGN WALL DETAIL SCALE: 3/4 " =1 ' -0" 2, -8" SQ - 00 N N 0 E' W W W W U) uj � FIN. GRADE c� PRECAST CAP E L204 2, -2" SQ. BRICK OVERALL EXPOSED SURFACES - FIN. GRADE MIN. 12" PLANTING SOIL ° BRICK VENEER 4x8x16 CMU LIFTER BLOCK WASHED 457 STONE �— E — — _ I. WRAPPED W /FILTER FABRIC =! I !- I( =i f 1 =1 WATER PROOF MEMBRANE — FULL HGT. OF COLUMN &FOOTING =1 I ! =1 I I— I 1 =1 11- 8x8x 16 CMU BLOCK W/ (4) #4 REBAR (VERT.) - ONE @ EACH CORNER - FILL CORE SOLID :Ef I 1 -1 I I -1 I I -111 =� 4 PERF. PVC PIPE ENTIRE LENGTH OF WALL DRAIN TO DAYLIGHT ! COMPACTED BACKFILL LI LL WATER PROOF MEMBRANE =_ = , III= I ( - ° 4 oe Date: 06/29/05 Project No.: 04339 Checked By: - Drawn By: ME o a _ ;0, f • - it I �r, /„�l�r�� r�� r•� INA� it �3'� z O W W W U) W EE E co FIN. GRADE 3600 PSI CONC FOOTING, REINF. ____�= r W /(8)#4 REBAR(HORIZ.) 16 ,. O.C. — Il =fl =f Q d ° 6" WASHED #57 STONE 4, -911 SQ. TYPICAL LINE COLUMN DETAIL ::� SCALE: 3/4" =1' -0" 1' -2" PRECAST WALL COPING 1 #4 REBAR T O.C. GROUT CORE SOLID BRICK VENEER COMPACTED BACKFILL 4x8x16 CMU LIFTER BLOCK 3600 PSI CONC FOOTING, REINF. W/(8) #4 REBAR(HORIZ.) 16" O.C. 6" WASHED ##57 STONE- 2' SQ. W z O Q J W W U) W —= 00 . N 12" SQ. ° f 4 ♦ r,� TYPICAL FREE STANDING WALL DETAIL SCALE: 3/4 " =1' -0" i O co co FIN. GRADE FIN. GRADE Carmel, IN OWNER: Estridge Development Co. 1041 West Main Street Carmel, IN 46032 PREPARED BY: HadenStanziale planning 421 Penman Street 704.373.0534 Suite 300 704.342.0251 fax Charlotte, NC 28203 w=.hadenstanziale.com (ISSUE: � FOR CONSTRUCTION REVISIONS: No. Date I Work Done Date: 06/29/05 Project No.: 04339 Checked By: DRB Drawn By: ME TITLE: WALL DETAILS PRECAST CAP 2' -10" SQ. 4" PRECAST LINTEL 8x8x16 CMU BLOCK W/ (4) #4 REBAR (VERT.) - ONE @ EACH CORNER - FILL CORE SOLID BRICK VENEER COMPACTED BACKFILL 4x8x16 CMU LIFTER BLOCK WATER PROOF MEMBRANE 3600 PSI CONC FOOTING, REINF. W/(8)#4 REBAR(HORIZ.) 16" O.C. I 4 WATER PROOF MEMBRANE a WASHED #57 STONE 41 -9" SQ TYPICAL END COLUMN DETAIL SCALE: 3/4 " =1' -0" 1' -2" PRECAST WALL COPING L2i CMU LINTEL UNIT FULLY GROUNDED AND REINFORCED W /(2) #4 REBAR, FILL CORE SOLID BRICK VENEER 4" PRECAST LINTEL COMPACTED BACKFILL WATER PROOF MEMBRANE r a.. 3600 PSI CONC FOOTING, REINF. a W/(8)#4 REBA (HORIZ.) 16" O.C. . ----- WATER PROOF MEMBRANE 6" WASHED #57 STONE TYPICAL WALL DETAIL SCALE: 3/4 " =1' -0" 2' -8" SQ. 12" SQ. i 1A - I ,a f I co FIN. GRADE FIN. GRADE - PRECAST CAP L204 2' -2" SQ. BRICK VENEER 8x8x16 CMU BLOCK W/ (4) #4- REBAR (VERT.) - ONE @ EACH CORNER - FILL CORE SOLID COMPACTED BACKFILL 4x8x16 CMU LIFTER BLOCK WATER PROOF MEMBRANE 3600 PSI CONC FOOTING, REINF. W/(8)#4 REBAR(HORIZ.) 16" O.C. I d WATER PROOF MEMBRANE a a 6 "' WASHED #57 STONE ° TYPICAL LINE COLUMN DETAIL SCALE: 3/4 " =1' -0" T=IN z' -io ",F PRECAST COLUMN -END COLUMN SCALE: 1 " =1' -0" D PRECAST WALL COPING SCALE: 1 " =1' -0" 2' SQ. 4' -91, SQ. I I z co O W p -- _ Q> F— W OW _W cn FIN. GRADE PRECAST COLUMN -LINE COLUMN SCALE: 1 " =1' -0" co ,2• PRECAST WALL LINTEL `� SCALE: 7 " =1' -0"