HomeMy WebLinkAboutPacket for PC 11-19-19
Avid Hotel
DP/ADLS & Variance
Docket No. 19050014 DP/ADLS & 19050015 V
DEVELOPMENT PLAN/ADLS AND VARIANCE APPLICATIONS
CITY OF CARMEL, INDIANA
November 19, 2019
City of Carmel Plan Commission
Applicant: Saamrajya, LLC
Attorneys: Nelson & Frankenberger, LLC
Rick Lawrence, Attorney
Jon C. Dobosiewicz, Land Use Professional
317-844-0106
TABLE OF CONTENTS
1. Explanation of Request
2. Site Location Map / Aerial Photograph
3. Illustrative Site Plan
4. Building Perspectives (Updated)
5. Street View Images (New)
6. Building Elevations (Updated)
7. Floor Plans (Updated)
8. Landscape Plan
9. Lighting Plan
10. Signage Plan (Updated)
TAB 1
TAB 2
Avid Hotel
Site Location Map / Aerial Photograph
NORTH
SITE
131st Street
TAB 3
TAB 4
Avid Hotel
Masonry Material Sample Photograph
TAB 5
TAB 6
2120191817161514131211109876543212120191817161514131211109876543216'-2 1/2"9'-7"3'-7 1/2"11'-7 5/8"26'-0 3/4"7'-3"12'-5 1/4"11'-1 7/8"2"2"2"2"MATERIAL LEGENDMC-1:METAL COPING TO MATCH SURROUNDING FINISHEF-1:EIFS WITH SAND FINE FINISH COLOR: LIGHT GRAYBR-1:BRICK COLOR: LIGHT GRAYBR-2:BRICK COLOR: GRAYBR-3:BRICK COLOR: REDBR-4:BRICK SOLIDER COURSE COLOR: GRAYSFB-1:SPLIT FACE BLOCK: CREAMLS-1LIMESTONEEF-2:EIFS COLOR: AQUA-ALL HOLLOW METAL DOORS AND METAL COPINGS TO BEPAINTED TO MATCH THE SURROUNDING MATERIAL COLOR.MECHANICAL GRILLES TO MATCH ADJACENT WINDOW FRAMECOLOR.EXTERIOR LIGHTFIXTURE(TYPICAL)POSSIBLELOCATION7'-0"x2'-6" SUITESIGN (TYPICAL)BRICK BEHINDSCALE: 3/32" = 1'-0"1NORTH ELEVATIONSCALE: 3/32" = 1'-0"4WEST ELEVATIONELEV. 100'-0"T/FINISH FLOORBR2BR2BR2BR2MC1BR1MC1BR1MC1BR3ELEV. 100'-0"T/FINISH FLOORBR1MC1BR3BR3BR2BR2BR1AN IHG HOTELAN IHG HOTELELEV. 156'-11 1/8"T/PARAPET WALLELEV. 152'-11 1/8"T/PARAPET WALLELEV. 150'-11 1/8"T/PARAPET WALLELEV. 145'-2 3/8"ROOF TRUSS BRG.ELEV. 137'-2"T/FOURTH FLOORELEV. 127'-0 1/8"T/THIRD FLOORELEV. 114'-2 5/8"T/SECOND FLOORELEV. 112'-1 1/8"FLOOR TRUSS BRG.ELEV. 100'-0"T/FINISH FLOORELEV. 124'-10 5/8"FLOOR TRUSS BRG.ELEV. 135'-0 1/2"FLOOR TRUSS BRG.SCALE: 3/32" = 1'-0"2SOUTH ELEVATIONMC1BR1MC1BR1SFB1SFB1EXTERIOR LIGHTFIXTURE(TYPICAL)EXTERIOR LIGHTFIXTURE(TYPICAL)BR3BR3MC1MC1BR1BR3EXTERIOR LIGHTFIXTUREBR1EXTERIOR LIGHTFIXTUREEXTERIOR LIGHTFIXTUREELEV. 100'-0"T/FINISH FLOOREXTERIOR LIGHTFIXTURE(TYPICAL)BR1MC1SCALE: 3/32" = 1'-0"3EAST ELEVATIONBR1BR2LS1LS1BR2BR2BR4SFB1LS1BR2BR4EXTERIOR LIGHTFIXTUREEXTERIORLIGHT FIXTUREELEV. 156'-11 1/8"T/PARAPET WALLELEV. 152'-11 1/8"T/PARAPET WALLELEV. 150'-11 1/8"T/PARAPET WALLELEV. 145'-2 3/8"ROOF TRUSS BRG.ELEV. 137'-2"T/FOURTH FLOORELEV. 127'-0 1/8"T/THIRD FLOORELEV. 114'-2 5/8"T/SECOND FLOORELEV. 112'-1 1/8"FLOOR TRUSS BRG.ELEV. 124'-10 5/8"FLOOR TRUSS BRG.ELEV. 135'-0 1/2"FLOOR TRUSS BRG.BR2BR2BR1FRANCHISE SIGN - SIZE CALCULATIONMAX WIDTH ALLOWED: 85% SPANDREL WIDTH6'-2 12" / 9'-7" = 0.6478, OR 65%MAX HEIGHT ALLOWED: 70% SPANDREL HEIGHT3'-7 12" / 11'-7 58"" = 0.3115, OR 32%FRANCHISE SIGN - SIZE CALCULATIONMAX WIDTH ALLOWED: 85% SPANDREL WIDTH12'-5 14" / 26'-0 34" = 0.4868, OR 49%MAX HEIGHT ALLOWED: 70% SPANDREL HEIGHT7'-3" / 11'-1 18" = 0.6498, OR 65%SFB1LS1BR2BR4ELEV. 156'-11 1/8"T/PARAPET WALLELEV. 152'-11 1/8"T/PARAPET WALLELEV. 150'-11 1/8"T/PARAPET WALLELEV. 145'-2 3/8"ROOF TRUSS BRG.ELEV. 137'-2"T/FOURTH FLOORELEV. 127'-0 1/8"T/THIRD FLOORELEV. 114'-2 5/8"T/SECOND FLOORELEV. 112'-1 1/8"FLOOR TRUSS BRG.ELEV. 124'-10 5/8"FLOOR TRUSS BRG.ELEV. 135'-0 1/2"FLOOR TRUSS BRG.ELEV. 156'-11 1/8"T/PARAPET WALLELEV. 152'-11 1/8"T/PARAPET WALLELEV. 150'-11 1/8"T/PARAPET WALLELEV. 145'-2 3/8"ROOF TRUSS BRG.ELEV. 137'-2"T/FOURTH FLOORELEV. 127'-0 1/8"T/THIRD FLOORELEV. 114'-2 5/8"T/SECOND FLOORELEV. 112'-1 1/8"FLOOR TRUSS BRG.ELEV. 124'-10 5/8"FLOOR TRUSS BRG.ELEV. 135'-0 1/2"FLOOR TRUSS BRG.SUSPENDEDAWNINGBR2SFB1LS1BR2BR4BR2SUSPENDEDAWNINGBR2AN IHG HOTELAN IHG HOTELLIMESTONE2" REVEALTYPICALSOLIDERCOURSE2" REVEALTYPICALCOLUMNS BUMP OUTTYPICAL NEXT TOSTOREFRONT WINDOWS(5 LOCATIONS)LIMESTONE2" REVEALTYPICALSOLIDERCOURSE2" REVEALTYPICALSFB1LS1BR4BR2SFB1BR2SFB1EF1EXTERIOR LIGHTFIXTURENOTE:PROVIDE CLEAR ANODIZED ALUMINUMMULLIONS IN WINDOWS WITHIN RED AREAS OFTHE BUILDING FACADE AND AT THE LOBBYSTOREFRONT GLAZING.PROVIDE DARK BRONZE MULLIONS IN WINDOWSWITHIN LIGHT GRAY AND DARK GRAY AREASOF THE BUILDING FACADEMETAL SOFFITPANELS MATCHEIFS AQUACOLORSFB1BR4LS1EXTERIOR LIGHTFIXTURE (TYPICAL)BR2LS1BR2BR4SFB1EF2EF1EF1EF2EF2EF1These drawings are the property of Maust Architectural Services and may not be reprinted, copied
or reused in any manner without the expressed written consent of Maust Architectural Services.
GENERAL NOTESMAUST
ARCHITECTURAL
SERVICES
GOSHEN, INDIANA 46526
PHONE (574) 537-8500
FAX (574) 537-0808
* Architects
* Planners
* Consultants
DIVISION OF
112 NORTH MAIN STREET
* Construction Mgmt.
* Rule 5 and MS4 Filing
L.E.M., INC.DATE : 07/18/19JOB NO. :SHEET:MAS-19-110CARMEL, INAVIDNAME:REVISIONS :-ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE
ACCURACY OF THE DRAWING CANNOT BE
GUARANTEED DUE TO DISCREPANCIES IN THE METHODS
OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED
FROM DIMENSIONED PLANS.
-ALL DIMENSIONS, ROUGH OPENING SIZES, AND
ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE
GENERAL CONTRACTOR. MAUST ARCHITECTURAL
SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY
DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN
BROUGHT TO THEIR ATTENTION PRIOR TO
CONSTRUCTION.SHEET SIZE 24x36AN IHG HOTELA201EXTERIOR ELEVATIONS10/14/2019 5:06:05 PM
2120191817161514131211109876543212120191817161514131211109876543216'-2 1/2"9'-7"3'-7 1/2"11'-7 5/8"26'-0 3/4"7'-3"12'-5 1/4"11'-1 7/8"2"2"2"2"MATERIAL LEGENDMC-1:METAL COPING TO MATCH SURROUNDING FINISHEF-1:EIFS WITH SAND FINE FINISH COLOR: LIGHT GRAYBR-1:BRICK COLOR: LIGHT GRAYBR-2:BRICK COLOR: GRAYBR-3:BRICK COLOR: REDBR-4:BRICK SOLIDER COURSE COLOR: GRAYSFB-1:SPLIT FACE BLOCK: CREAMLS-1LIMESTONEEF-2:EIFS COLOR: AQUA-ALL HOLLOW METAL DOORS AND METAL COPINGS TO BEPAINTED TO MATCH THE SURROUNDING MATERIAL COLOR.MECHANICAL GRILLES TO MATCH ADJACENT WINDOW FRAMECOLOR.EXTERIOR LIGHTFIXTURE(TYPICAL)POSSIBLELOCATION7'-0"x2'-6" SUITESIGN (TYPICAL)BRICK BEHINDSCALE: 3/32" = 1'-0"1NORTH ELEVATIONSCALE: 3/32" = 1'-0"4WEST ELEVATIONELEV. 100'-0"T/FINISH FLOORBR2BR2BR2BR2MC1BR1MC1BR1MC1BR3ELEV. 100'-0"T/FINISH FLOORBR1MC1BR3BR3BR2BR2BR1AN IHG HOTELAN IHG HOTELELEV. 156'-11 1/8"T/PARAPET WALLELEV. 152'-11 1/8"T/PARAPET WALLELEV. 150'-11 1/8"T/PARAPET WALLELEV. 145'-2 3/8"ROOF TRUSS BRG.ELEV. 137'-2"T/FOURTH FLOORELEV. 127'-0 1/8"T/THIRD FLOORELEV. 114'-2 5/8"T/SECOND FLOORELEV. 112'-1 1/8"FLOOR TRUSS BRG.ELEV. 100'-0"T/FINISH FLOORELEV. 124'-10 5/8"FLOOR TRUSS BRG.ELEV. 135'-0 1/2"FLOOR TRUSS BRG.SCALE: 3/32" = 1'-0"2SOUTH ELEVATIONMC1BR1MC1BR1SFB1SFB1EXTERIOR LIGHTFIXTURE(TYPICAL)EXTERIOR LIGHTFIXTURE(TYPICAL)BR3BR3MC1MC1BR1BR3EXTERIOR LIGHTFIXTUREBR1EXTERIOR LIGHTFIXTUREEXTERIOR LIGHTFIXTUREELEV. 100'-0"T/FINISH FLOOREXTERIOR LIGHTFIXTURE(TYPICAL)BR1MC1SCALE: 3/32" = 1'-0"3EAST ELEVATIONBR1BR2LS1LS1BR2BR2BR4SFB1LS1BR2BR4EXTERIOR LIGHTFIXTUREEXTERIORLIGHT FIXTUREELEV. 156'-11 1/8"T/PARAPET WALLELEV. 152'-11 1/8"T/PARAPET WALLELEV. 150'-11 1/8"T/PARAPET WALLELEV. 145'-2 3/8"ROOF TRUSS BRG.ELEV. 137'-2"T/FOURTH FLOORELEV. 127'-0 1/8"T/THIRD FLOORELEV. 114'-2 5/8"T/SECOND FLOORELEV. 112'-1 1/8"FLOOR TRUSS BRG.ELEV. 124'-10 5/8"FLOOR TRUSS BRG.ELEV. 135'-0 1/2"FLOOR TRUSS BRG.BR2BR2BR1FRANCHISE SIGN - SIZE CALCULATIONMAX WIDTH ALLOWED: 85% SPANDREL WIDTH6'-2 12" / 9'-7" = 0.6478, OR 65%MAX HEIGHT ALLOWED: 70% SPANDREL HEIGHT3'-7 12" / 11'-7 58"" = 0.3115, OR 32%FRANCHISE SIGN - SIZE CALCULATIONMAX WIDTH ALLOWED: 85% SPANDREL WIDTH12'-5 14" / 26'-0 34" = 0.4868, OR 49%MAX HEIGHT ALLOWED: 70% SPANDREL HEIGHT7'-3" / 11'-1 18" = 0.6498, OR 65%SFB1LS1BR2BR4ELEV. 156'-11 1/8"T/PARAPET WALLELEV. 152'-11 1/8"T/PARAPET WALLELEV. 150'-11 1/8"T/PARAPET WALLELEV. 145'-2 3/8"ROOF TRUSS BRG.ELEV. 137'-2"T/FOURTH FLOORELEV. 127'-0 1/8"T/THIRD FLOORELEV. 114'-2 5/8"T/SECOND FLOORELEV. 112'-1 1/8"FLOOR TRUSS BRG.ELEV. 124'-10 5/8"FLOOR TRUSS BRG.ELEV. 135'-0 1/2"FLOOR TRUSS BRG.ELEV. 156'-11 1/8"T/PARAPET WALLELEV. 152'-11 1/8"T/PARAPET WALLELEV. 150'-11 1/8"T/PARAPET WALLELEV. 145'-2 3/8"ROOF TRUSS BRG.ELEV. 137'-2"T/FOURTH FLOORELEV. 127'-0 1/8"T/THIRD FLOORELEV. 114'-2 5/8"T/SECOND FLOORELEV. 112'-1 1/8"FLOOR TRUSS BRG.ELEV. 124'-10 5/8"FLOOR TRUSS BRG.ELEV. 135'-0 1/2"FLOOR TRUSS BRG.SUSPENDEDAWNINGBR2SFB1LS1BR2BR4BR2SUSPENDEDAWNINGBR2AN IHG HOTELAN IHG HOTELLIMESTONE2" REVEALTYPICALSOLIDERCOURSE2" REVEALTYPICALCOLUMNS BUMP OUTTYPICAL NEXT TOSTOREFRONT WINDOWS(5 LOCATIONS)LIMESTONE2" REVEALTYPICALSOLIDERCOURSE2" REVEALTYPICALSFB1LS1BR4BR2SFB1BR2SFB1EF1EXTERIOR LIGHTFIXTURENOTE:PROVIDE CLEAR ANODIZED ALUMINUMMULLIONS IN WINDOWS WITHIN RED AREAS OFTHE BUILDING FACADE AND AT THE LOBBYSTOREFRONT GLAZING.PROVIDE DARK BRONZE MULLIONS IN WINDOWSWITHIN LIGHT GRAY AND DARK GRAY AREASOF THE BUILDING FACADEMETAL SOFFITPANELS MATCHEIFS AQUACOLORSFB1BR4LS1EXTERIOR LIGHTFIXTURE (TYPICAL)BR2LS1BR2BR4SFB1EF2EF1EF1EF2EF2EF1These drawings are the property of Maust Architectural Services and may not be reprinted, copied
or reused in any manner without the expressed written consent of Maust Architectural Services.
GENERAL NOTESMAUST
ARCHITECTURAL
SERVICES
GOSHEN, INDIANA 46526
PHONE (574) 537-8500
FAX (574) 537-0808
* Architects
* Planners
* Consultants
DIVISION OF
112 NORTH MAIN STREET
* Construction Mgmt.
* Rule 5 and MS4 Filing
L.E.M., INC.DATE : 07/18/19JOB NO. :SHEET:MAS-19-110CARMEL, INAVIDNAME:REVISIONS :-ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE
ACCURACY OF THE DRAWING CANNOT BE
GUARANTEED DUE TO DISCREPANCIES IN THE METHODS
OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED
FROM DIMENSIONED PLANS.
-ALL DIMENSIONS, ROUGH OPENING SIZES, AND
ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE
GENERAL CONTRACTOR. MAUST ARCHITECTURAL
SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY
DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN
BROUGHT TO THEIR ATTENTION PRIOR TO
CONSTRUCTION.SHEET SIZE 24x36AN IHG HOTELA201EXTERIOR ELEVATIONS10/14/2019 5:06:31 PM
TAB 7
A101FIRST FLOOR PLANThese drawings are the property of Maust Architectural Services and may not be reprinted, copied
or reused in any manner without the expressed written consent of Maust Architectural Services.
GENERAL NOTESMAUST
ARCHITECTURAL
SERVICES
GOSHEN, INDIANA 46526
PHONE (574) 537-8500
FAX (574) 537-0808
* Architects
* Planners
* Consultants
DIVISION OF
112 NORTH MAIN STREET
* Construction Mgmt.
* Rule 5 and MS4 Filing
L.E.M., INC.DATE : 07/18/19JOB NO. :SHEET:MAS-19-110CARMEL, INAVIDNAME:REVISIONS :-ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE
ACCURACY OF THE DRAWING CANNOT BE
GUARANTEED DUE TO DISCREPANCIES IN THE METHODS
OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED
FROM DIMENSIONED PLANS.
-ALL DIMENSIONS, ROUGH OPENING SIZES, AND
ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE
GENERAL CONTRACTOR. MAUST ARCHITECTURAL
SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY
DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN
BROUGHT TO THEIR ATTENTION PRIOR TO
CONSTRUCTION.SHEET SIZE 24x36AN IHG HOTELKING KING ACC. (ROLL-IN SHOWER)FIRST FLOORTHIRD FLOORFOURTH FLOORROOM MATRIX0223434TOTAL GUEST ROOMSTOTAL SQUARE FOOTAGE13,2724014590TOTALDOUBLE QUEEN SHEET NUMBERA501A501A503A502152SECOND FLOORWIDE KING KING ACC. (SHOWER)00A502130211302121515WIDE DOUBLE QUEEN000151,5189 HEARING IMPAIRED 4 HANDICAP AND 1 ROLL-IN SHOWERA50330A505DOUBLE QUEEN ACC. (SHOWER)11DOUBLE QUEEN SIDE ENTRYDOUBLE QUEEN WIDE SIDE ENTRY001011132A505A50413,296217'-4 3/4"20'-10 1/2"5'-6 3/4"11'-7 1/2"3'-3 3/4"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"12'-6"12'-6"5'-6 3/4"25'-10"3'-0 1/2"
5'-9 1/4"
11'-7 1/2"8'-5 1/4"
3'-2 1/4"
2'-4 1/2"
9'-3"11'-7 1/2"3'-4 1/4"
9'-7 1/2"11'-7 1/2"12'-1"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"2019181716151413121110987654321PMKJHEDCBAQNLGEN2'-9 3/4"
STAIR #2
131 UPCOMMERCIALRETAIL SPACE- -COMMERCIALRETAIL SPACE- -COMMERCIALRETAIL SPACE- -UPELEV.LOBBY109VESTIBULE- -STAIR #1101MECHANICAL- -ELECTRIC- -COMMERCIALRETAIL SPACE- -BIKESTORAGE- -CORRIDOR- -MONUMENTALSTAIR- -UP217'-4 3/4"20'-10 1/2"5'-6 3/4"11'-7 1/2"3'-3 3/4"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"12'-6"12'-6"5'-6 3/4"25'-10"3'-0 1/2"
5'-9 1/4"
11'-7 1/2"8'-5 1/4"
3'-2 1/4"
2'-4 1/2"
9'-3"11'-7 1/2"3'-4 1/4"
9'-7 1/2"11'-7 1/2"12'-1"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"2019181716151413121110987654321PMKJHEDCBAQNLGEN2'-9 3/4"FIRE RISERMCORRIDOR- -0000SCALE: 3/32" = 1'-0"1FIRST FLOOR PLAN1258'-7"3A2015'-4 3/4"2'-0"22'-1 1/2"30'-2 1/2"25'-3 1/2"5'-9"160'-7 3/4"3'-1 1/2"1'-7 3/4"
4'-5 5/8"1'-9 3/4"13'-5 3/4"10'-8 1/2"7'-4 3/4"6'-1 1/2"
70'-5 1/2"CL233'-6"31'-10 1/4"184'-7 1/2"7'-4 3/4"CLCLCL5 1/2"9'-2"23'-0"23'-6"23'-3"24'-1 1/2"5'-9"1'-10"CLCLCLCLCLCL3'-0 1/2"23'-4 1/4"23'-3"24'-9 1/4"13'-1 3/4"31'-10 1/4"2'-9 3/4"CLCLCL12,47512,47518'-8 1/2"9'-2 3/4"
CL 23'-3"23'-3"20'-0 3/4"20'-1"
CLCL
3'-0"
3'-0"
20'-0"3'-0"CLCL11'-7 1/4"4A2012A2011A2017'-4 1/2"19'-8"26'-7 1/4"10'-11"20'-4"21'-1 1/2"6'-1 3/4"13'-8 1/2"8'-5"CLCLCLCL72'-10 1/4"CL70009/13/2019 4:41:14 PM
A102SECOND FLOOR PLANThese drawings are the property of Maust Architectural Services and may not be reprinted, copied
or reused in any manner without the expressed written consent of Maust Architectural Services.
GENERAL NOTESMAUST
ARCHITECTURAL
SERVICES
GOSHEN, INDIANA 46526
PHONE (574) 537-8500
FAX (574) 537-0808
* Architects
* Planners
* Consultants
DIVISION OF
112 NORTH MAIN STREET
* Construction Mgmt.
* Rule 5 and MS4 Filing
L.E.M., INC.DATE : 07/18/19JOB NO. :SHEET:MAS-19-110CARMEL, INAVIDNAME:REVISIONS :-ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE
ACCURACY OF THE DRAWING CANNOT BE
GUARANTEED DUE TO DISCREPANCIES IN THE METHODS
OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED
FROM DIMENSIONED PLANS.
-ALL DIMENSIONS, ROUGH OPENING SIZES, AND
ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE
GENERAL CONTRACTOR. MAUST ARCHITECTURAL
SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY
DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN
BROUGHT TO THEIR ATTENTION PRIOR TO
CONSTRUCTION.SHEET SIZE 24x36AN IHG HOTELSCALE: 3/32" = 1'-0"1SECOND FLOOR PLAN58'-7"217'-4 3/4"20'-10 1/2"5'-6 3/4"11'-7 1/2"3'-3 3/4"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"12'-6"12'-6"5'-6 3/4"25'-10"3'-0 1/2"
5'-9 1/4"
11'-7 1/2"8'-5 1/4"
3'-2 1/4"
2'-4 1/2"
9'-3"11'-7 1/2"3'-4 1/4"
9'-7 1/2"11'-7 1/2"12'-1"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"2019181716151413121110987654321PMKJHEDCBAQNLGEN2'-9 3/4"WIDEKING232WIDEKING230KING220KING218KING216ADA KINGROLL-IN229DOUBLEQUEEN219DOUBLEQUEEN217DOUBLEQUEEN215CORRIDOR240HALL238ELEC.229AKING224KING222DOUBLEQUEEN223DOUBLEQUEEN221KING228KING226DOUBLEQUEEN227DOUBLEQUEEN225DOUBLEQUEEN236DOUBLEQUEEN237DNUPSTAIR #2231DOUBLEQUEEN234DOUBLEQUEEN235DOUBLEQUEEN233WOMEN212FITNESS211MECH.213PANTRY214AMEN214STORAGE205BGENMANAGER207EMP. BREAKROOM203AWORKAREA205ASTORAGE205CEMPLOYEEBATHROOM203BELEV.LOBBY209MARKET208CHECK-IN206LOBBY202STAIR #1201BUFFET210SEATING200CORRIDOR233217'-4 3/4"20'-10 1/2"5'-6 3/4"11'-7 1/2"3'-3 3/4"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"12'-6"12'-6"5'-6 3/4"25'-10"3'-0 1/2"
5'-9 1/4"
11'-7 1/2"8'-5 1/4"
3'-2 1/4"
2'-4 1/2"
9'-3"11'-7 1/2"3'-4 1/4"
9'-7 1/2"11'-7 1/2"12'-1"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"2019181716151413121110987654321PMKJHEDCBAQNLGEN2'-9 3/4"UPDNMONUMENTALSTAIR- -DNELEV.LOBBY- -OPENTOBELOW4A2013A2012A2011A20155'-5 3/4"4'-2 5/8"4'-2 5/8"128'-9 1/2"3'-0 1/4"28'-10"7'-4 3/4"CLCL3'-0 1/2"
70'-5 1/2"233'-6"31'-10 1/4"9'-7 1/2"120'-8 1/2"8'-5 1/4"3'-0"28'-10 1/4"CL44'-7"28'-3 1/4"6'-10 1/4"11'-5"CLCL7"14'-6 3/4"13'-8 1/2"21'-1 1/2"23'-5 1/2"11'-7 1/4"
13'-3 1/2"CL9/13/2019 4:41:27 PM
A103THIRD FLOOR PLANThese drawings are the property of Maust Architectural Services and may not be reprinted, copied
or reused in any manner without the expressed written consent of Maust Architectural Services.
GENERAL NOTESMAUST
ARCHITECTURAL
SERVICES
GOSHEN, INDIANA 46526
PHONE (574) 537-8500
FAX (574) 537-0808
* Architects
* Planners
* Consultants
DIVISION OF
112 NORTH MAIN STREET
* Construction Mgmt.
* Rule 5 and MS4 Filing
L.E.M., INC.DATE : 07/18/19JOB NO. :SHEET:MAS-19-110CARMEL, INAVIDNAME:REVISIONS :-ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE
ACCURACY OF THE DRAWING CANNOT BE
GUARANTEED DUE TO DISCREPANCIES IN THE METHODS
OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED
FROM DIMENSIONED PLANS.
-ALL DIMENSIONS, ROUGH OPENING SIZES, AND
ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE
GENERAL CONTRACTOR. MAUST ARCHITECTURAL
SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY
DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN
BROUGHT TO THEIR ATTENTION PRIOR TO
CONSTRUCTION.SHEET SIZE 24x36AN IHG HOTEL 217'-4 3/4"20'-10 1/2"5'-6 3/4"11'-7 1/2"3'-3 3/4"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"12'-6"12'-6"5'-6 3/4"25'-10"3'-0 1/2"
5'-9 1/4"
11'-7 1/2"8'-5 1/4"
3'-2 1/4"
2'-4 1/2"
9'-3"11'-7 1/2"3'-4 1/4"
9'-7 1/2"11'-7 1/2"12'-1"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"2019181716151413121110987654321PMKJHEDCBAQNLGEN2'-9 3/4"WIDEKING332WIDEKING330KING328KING318KING316ADAKING329DOUBLEQUEEN327DOUBLEQUEEN317DOUBLEQUEEN315CORRIDOR340HALL338DOUBLEQUEEN334DOUBLEQUEEN335DOUBLEQUEEN336DOUBLEQUEEN337KING314KING312KING310KING308DOUBLEQUEEN313DOUBLEQUEEN311DOUBLE QUEENWIDE SIDE300DOUBLE QUEENSIDE ENTRY304KING302KING303DOUBLEQUEEN305ELEVATOR LOBBY309CORRIDOR342HALL344ELEC.329AHOUSEKEEPINGSTORAGE307B STAIR #1301UPDNSTAIR #2331UPDNKING326KING324KING322KING320DOUBLEQUEEN325DOUBLEQUEEN323DOUBLEQUEEN321DOUBLEQUEEN319ADA DOUBLEQUEEN306DOUBLEQUEEN333SCALE: 3/32" = 1'-0"1THIRD FLOOR PLAN4A2013A2011A2017A4042A1539A1647A1646A1646A16410A1643A153AAAAAAAAAAAAAAAAAAAAAAAGAAAAA301307B329A33155'-5 3/4"4'-2 5/8"4'-2 5/8"13'-5 3/4"3'-9"34'-8 1/2"40'-6"1'-4"7'-4 3/4"CL6'-11 1/2"CL
7"7'-4 3/4"1'-4"
3'-0 1/2"
6'-2"58'-10 3/4"9'-7 1/2"120'-8 1/2"8'-5 1/4"1A4031A4021A4061A3011A3018A1642A2013A4041A40558'-7"AHAAAAAH3'-0 1/4"28'-10"CL2'-9 3/4"233'-6"31'-10 1/4"9'-7 1/2"28'-10 1/4"CLREP-605 OPTIONALUPGRADE ROLLERSHADES ABOVE TYPICALALL FLOORS152'-5"3'-0"J9/13/2019 4:41:42 PM
A104FOURTH FLOOR PLANThese drawings are the property of Maust Architectural Services and may not be reprinted, copied
or reused in any manner without the expressed written consent of Maust Architectural Services.
GENERAL NOTESMAUST
ARCHITECTURAL
SERVICES
GOSHEN, INDIANA 46526
PHONE (574) 537-8500
FAX (574) 537-0808
* Architects
* Planners
* Consultants
DIVISION OF
112 NORTH MAIN STREET
* Construction Mgmt.
* Rule 5 and MS4 Filing
L.E.M., INC.DATE : 07/18/19JOB NO. :SHEET:MAS-19-110CARMEL, INAVIDNAME:REVISIONS :-ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE
ACCURACY OF THE DRAWING CANNOT BE
GUARANTEED DUE TO DISCREPANCIES IN THE METHODS
OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED
FROM DIMENSIONED PLANS.
-ALL DIMENSIONS, ROUGH OPENING SIZES, AND
ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE
GENERAL CONTRACTOR. MAUST ARCHITECTURAL
SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY
DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN
BROUGHT TO THEIR ATTENTION PRIOR TO
CONSTRUCTION.SHEET SIZE 24x36AN IHG HOTEL 217'-4 3/4"20'-10 1/2"5'-6 3/4"11'-7 1/2"3'-3 3/4"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"12'-6"12'-6"5'-6 3/4"25'-10"3'-0 1/2"
5'-9 1/4"
11'-7 1/2"8'-5 1/4"
3'-2 1/4"
2'-4 1/2"
9'-3"11'-7 1/2"3'-4 1/4"
9'-7 1/2"11'-7 1/2"12'-1"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"2019181716151413121110987654321PMKJHEDCBAQNLGEN2'-9 3/4"WIDEKING432WIDEKING430KING428KING426KING416ADAKING429DOUBLEQUEEN427DOUBLEQUEEN425DOUBLEQUEEN415CORRIDOR440HALL438DOUBLEQUEEN436DOUBLEQUEEN437KING414KING412KING410KING408DOUBLEQUEEN413DOUBLEQUEEN411DOUBLE QUEENWIDE SIDE400DOUBLE QUEENSIDE ENTRY404KING402KING403DOUBLEQUEEN405ELEVATOR LOBBY409ADA DOUBLEQUEEN406CORRIDOR442HALL444ELEC.429AHOUSEKEEPINGSTORAGE407B
STAIR #2431STAIR #1401DNDNKING420DOUBLEQUEEN419KING418DOUBLEQUEEN417KING424DOUBLEQUEEN423KING422DOUBLEQUEEN421DOUBLEQUEEN434DOUBLEQUEEN435DOUBLEQUEEN433SCALE: 3/32" = 1'-0"1FOURTH FLOOR PLAN4A2013A2011A2018A4042A1537A1646A1646A16410A1643A153AAAAAAAAAAAAAAAAAAAAAAAGAAAAA401407B429A43155'-5 3/4"4'-2 5/8"4'-2 5/8"13'-5 3/4"3'-9"34'-8 1/2"40'-6"1'-4"152'-5"7'-4 3/4"CL6'-11 1/2"CL
7"7'-4 3/4"1'-4"
3'-0 1/2"
6'-2"58'-10 3/4"9'-7 1/2"120'-8 1/2"8'-5 1/4"1A4031A4021A4061A3011A3018A1642A2019A1643A4024A4041A40558'-7"AHAAAAAH3'-0 1/4"28'-10"CL2'-9 3/4"233'-6"31'-10 1/4"9'-7 1/2"28'-10 1/4"CLREP-605 OPTIONALUPGRADE ROLLERSHADES ABOVE TYPICALALL FLOORS3'-0"J9/13/2019 4:41:58 PM
TAB 8
E(A)W
W
W
WWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWCCCCCCCCCC
C
C
C
EEEEEEEEEEEEEEWWW
W
W
W
W
STM
STM
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
PR
O
P
O
S
E
D
H
O
T
E
L
50,
2
8
6
S
F
FF
E
=
8
7
2
.
8
5
M
F
P
G
=
8
6
8
.
4
9
ML
A
G
=
8
7
1
.
7
2GGGGGGGGGGG
G
G
G
STMEX. POND
W
W
W
W
W
W
W
D DDDDDDDDD
D
D
D
D
D
DDDDDD
D
D
D
DDDDDDDDDDDDDDDDDDDAPPROXIMATELY 25 MATURE TREES ALONG 131ST STREET
EXISTING TREES AND SHRUBS
FOR PERIMETER PARKING.
ADD SHRUBS WHERE MISSING.
EXISTING TREES AND SHRUBS
FOR PERIMETER PARKING
APPROXIMATELY 13 MATURE
TREES AS A BUFFER
1
1
2
2
3
3
3
3
MARK L . T HOR
PE
LA
N
DSCAPE A R C HITECTREG IS T ER
E
DINDI A N A
No.
9300014
STATE OF
MARK L. THORPE, RLA No. 9300014
LANDSCAPE PLAN NOTES
SEED / SOD (ALTERNATE) - FOR SEED, REFER TO PERMANENT SEEDING CHART
ON SHEET L201 LANDSCAPE DETAIL SHEET. SOD SHALL BE CERTIFIED GRADE
CULTIVATED GRASS SOD: OF "ADVENTURE BLEND" TURF TYPE TALL FESCUE (BY
GENERAL CONTRACTOR).
LANDSCAPE BED EDGE (TYP.)
MULCH w190175-L100GENERAL NOTES
1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER.
2.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT. TREE(S) MAY BE RELOCATED (OR REPLACED) TO AN APPROVED ALTERNATE LOCATION ONSITE FOLLOWING LANDSCAPE ARCHITECT APPROVAL.
3.ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1"
SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE
OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
4.AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF
PLANT.
5.FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS
SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE
PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES
THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE.
6.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO
BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB
SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE.
7.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN.
8.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY
OWNER.
9.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS
PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE
CONTRACTOR.
10.THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK.
11.PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED
VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER.
12.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED.
13.ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING
AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE
GUYING AND STAKING FROM TREES.
14.CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER.
15.BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL.
A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES.
16.PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS
TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX.
17.PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT TIME OF FINAL ACCEPTANCE.
18.PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS.
19.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. UTILITIES ARE SHOWN TO BE
APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE MATERIAL.
20.CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION (SEEDING/SOD/MULCH) REQUIREMENTS.
21.ALL WIRE BASKETS ON THE ROOT BALLS WILL BE REMOVED AT THE TIME OF PLANTING.
L100LANDSCAPE PLAN1 1/2"
REQUIREMENT:PROVIDED:
LANDSCAPE ORDINANCE REQUIREMENTS
SECTION 5.19 LS-01: MC LANDSCAPING
INTERIOR PARKING - 1 TREE AND 5 SHRUBS PER 10 NEW PARKING SPACES
- 10 SHADE TREES
- 50 SHRUBS
REQUIRED:
LEGEND
SITE TRIANGLE REVISIONS AND ISSUESPart of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR:13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W19.0175DATEBY05.15.2019SSRDATE:RLWKnow what's below.
before you dig.Call
R
SAAMRAJYA, LLCPLANS SUBMITTED FOR REVIEW05.15.2019RLWW
S
N
E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMAPPROVAL PENDINGNOT FOR CONSTRUCTIONPLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM SEWERS, AND ALL OTHER
EXISTING CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER CORP. WEIHE
ENGINEERS, INC. AND RUSSELL L. WEBSTER II ACCEPT RESPONSIBILITY ONLY
FOR THE SITE IMPROVEMENTS RELATED TO THE LIMITED ENGINEERING
SCOPE SHOWN ON THESE PLANS.PLANS REVISED FOR TAC COMMENTS05.15.2019RLWSECTION 5.19 LS-01: MC LANDSCAPING
PARKING PERIMETER - 5 TREES AND 20 SHRUBS PER 100 LF
- 7 SHADE TREES
- 27 SHRUBS
SECTION 5.19 LS-01: MC LANDSCAPING
WEST BUFFER - 4 SHADE TREES, 1 ORNAMENTAL TREE, AND 10 SHRUBS PER 100 LF
13 EXISTING TREES ALONG THE WEST SIDE
- 22-13 = 9 NEW SHADE
TREES
- 6 ORNAMENTAL TREES
- 54 SHRUBS
SECTION 5.19 LS-01: MC LANDSCAPING
FOUNDATION PLANTINGS - 1 SHRUB PER 5 LF OF BED
- 67 SHRUBS - 67 SHRUBS
CANOPY DECIDUOUS TREES
EVERGREEN TREES
PLANT SCHEDULE
PLAN
KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY ROOT CONDITION
B & B BARE CONT
ON CENTER
SPACING
SPECIAL
INSTRUCTIONS
GtI
QB QUERCUS BICOLOR
GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE'IMPERIAL HONEYLOCUST
SWAMP WHITE OAK 2 1/2"
2 1/2"
X
X SEE PLAN
SEE PLAN X
X
XPfVPINUS FLEXILIS 'VANDERWOLF'S PYRAMID'VANDERWOLFS LIMBER PINE 8'SEE PLAN X3
12
16
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
PLANT SCHEDULE
PLAN
KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY ROOT CONDITION
B & B BARE CONT
ON CENTER
SPACING
SPECIAL
INSTRUCTIONS
CaR
PoT
SjG SPIRAEA JAPONICA 'GALEN'
PHYSOCARPUS OPULIFOLIUS 'TINY WINE'
CLETHRA ALNIFOLIA 'RUBY SPICE'SWEET PEPPERBUSH
TINY WINE NINEBARK
DOUBLE PLAY ARTIST SPIREA
#3
18"
#3
X
X
X SEE PLAN
SEE PLAN
SEE PLAN MIN 18"
MIN 18"
BkG BUXUS X KOREANA 'GREEN VELVET'18"X SEE PLAN MIN 18"30
60
60
50
MIN 18"
GREEN VELVET BOXWOOD
ORNAMENTAL TREES
XAgFACER GINNALA 'FLAME'AMUR MAPLE SEE PLAN X9
- 14 SHADE TREES
- 3 ORNAMENTAL
TREES
- 50 SHRUBS
- 17 NEW SHADE
TREES
- 6 ORNAMENTAL
TREES
- 81 SHRUBS
MARK L . T HOR
PE
LA
N
DSCAPE A R C HITECTREG IS T ER
E
DINDI A N A
No.
9300014
STATE OF
MARK L. THORPE, RLA No. 9300014
3" LAYER OF MULCH
3" LAYER OF MULCH/SURFACE
FINISH (SEE PLAN)
WEED FABRIC (WHEN
NOTED ON PLANS)
PREPARED
PLANTING BED
REMOVE
NON-BIODEGRADABLE
ROOT CONTAINERS
PRE-EMERGANCE
HERBICIDE
SEE PLANT SCHEDULE F0R SPACING
PLANTING SOIL SHALL BE EQUAL PARTS
SPHAGNUM PEAT MOSS, COMPOSTED
MANURE, AND EXISTING SOIL. TAMPED
FIRMLY.
NOTE:
GRAVEL MOW STRIP IS NOT REQUIRED WHERE
PLANTING BEDS OR CONCRETE FLATWORK IS
DIRECTLY ADJACENT TO BUILDING.
12"
3"4"
GRAVEL MOWING STRIP
(NO SCALE)
WEED BARRIER, PER SPECS.BUILDING FACECOMPACTED #73 STONE
SPADE CUT EDGE
SECTION PLAN
GROUNDCOVER PLANTING
(NO SCALE)VARIESVARIES
w190175-L100L200LANDSCAPE DETAILSNOTES
1.AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE
PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES:
1.A.SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE
1.B.WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE
2.A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS,
CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED
INSTALLATION
1.GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE.
2.ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF
VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING
CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.)
SEEDBED PREPARATION
1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2.APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE
UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600
POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
3.TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS
THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF
THE SOIL.
SEEDING
OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30.
PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED.
SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE
UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE
SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY
ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH.
1.SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON
SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE.
2.APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING.
PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING
OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE
SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS.
(IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED
WITH THE SEED IN A SLURRY MIXTURE.)
3.MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN
PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND
CONVEYANCE CHANNELS
MAINTENANCE
1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED.
2.CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR
BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT
OR MORE.
3.CHECK FOR EROSION OR MOVEMENT OF MULCH.
4.REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN
FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH.
5.IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL
FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS
EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND
ANCHOR MULCH ON THE NEWLY SEEDED AREAS.
6.IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR
NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION
DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
7.IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO
ACCORDING TO SOIL TEST RECOMMENDATIONS.
8.ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST
RECOMMENDATIONS.
9.FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR
COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND
ONE HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY
SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER.
TABLE 1. PERMANENT SEEDING RECOMMENDATIONS
THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE
AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE
AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE
ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT.
REFERENCE IN CHAPTER 7 PAGES 35-40 IN THE INDIANA STORM WATER QUALITY MANUAL
LAWNS AND HIGH-MAINTENANCE AREAS
1. BLUEGRASS
2. PERENNIAL RYEGRASS
(TURF TYPE)
3. TALL FESCUE (TURF TYPE)
- BLUEGRASS
170 LBS.
30 LBS.
CHANNELS AND AREAS OF CONCENTRATED FLOW
1. PERENNIAL RYEGRASS
- WHITE
2. KENTUCKY BLUEGRASS
- SMOOTH BROMEGRASS
- SWITCHGRASS
- TIMOTHY
- PERENNIAL RYEGRASS
- WHITE CLOVER
20 LBS.
10 LBS.
3 LBS.
4 LBS.
10 LBS.
2 LBS.
3. TALL FESCUE
- WHITE CLOVER
150 LBS.
2 LBS.
4. TALL FESCUE
- PERENNIAL RYEGRASS
- KENTUCKY BLUEGRASS
5.5 TO 7.5
140 LBS.5.5 TO 7.0
60 LBS.
90 LBS.5.6 TO 7.0
5.6 TO 7.5
150 LBS.
2 LBS.5.5 TO 7.0
5.5 TO 7.5
5.5 TO 7.5
150 LBS.
20 LBS.
20 LBS.
PERMANENT SEED
SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH
SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH
(NO SCALE)
V-CUT LANDSCAPE BED EDGE DETAIL4-6"2-4"3" LAYER OF
SHREDDED
HARDWOOD MULCH
"V" DEFINES EDGE AND
HOLDS IN MULCH
SPECIFICATIONS
SITE PREPARATION
_ GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE.
_ PREPARE A SMOOTH, FIRM SOIL SURFACE AND APPLY SOIL AMENDMENTS. IRRIGATION IRRIGATE AS NEEDED TO ENSURE
ROOTING OF SOD.
MATERIALS
_ SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST (CONTACT YOUR COUNTY SOIL AND
WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING
AVAILABLE SOIL TESTING SERVICES.) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
_ SOD - SELECT A HIGH QUALITY, HEALTHY, VIGOROUS VARIETY WELL ADAPTED TO THE REGION AND COMPATIBLE WITH THE
INTENDED USE.
INSTALLATION
SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL, FROZEN SOIL, COMPACTED CLAY, LOOSE SAND OR
GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR
SEPTEMBER 1 TO SEPTEMBER 30, ALTHOUGH IT CAN BE INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO
SEPTEMBER 1 IF IRRIGATED.
SITE PREPARATION
1.APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION.
2.GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE.
3.WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED SOILS AND CREATE A
FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES.
SOD BED PREPARATION
1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2.IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO SOIL TEST RESULTS OR AT THE
RATE RECOMMENDED BY THE SOD SUPPLIER.
3.APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF
12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
4.WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR RAKE OPERATED ACROSS THE
SLOPE.
5.RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK THE SOIL SURFACE TO
CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD.
LAYING THE SOD
1.INSTALL SOD WITHIN THIRTY-SIX HOURS OF ITS CUTTING.
2.STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION.
3.IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. (IF THE WEATHER IS HOT, LIGHTLY
IRRIGATE THE SOIL SURFACE PRIOR TO LAYING THE SOD.)
4.LAY SOD STRIPS IN A BRICK-LIKE PATTERN.
5.BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRETCH OR OVERLAP THEM), USING A KNIFE OR MASON'S TROWEL
TO TRIM AND FIT SOD INTO IRREGULARLY SHAPED AREAS.
6.ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SOIL.
7.IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR INCHES, AND THEN KEEP MOIST
UNTIL THE GRASS TAKES ROOT.
SLOPE APPLICATION
1.INSTALL THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE.
2.WHERE SLOPES EXCEED A RATIO OF 3:1, STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE MIDDLE.
CHANNEL APPLICATION
(SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF EARLY WASHOUT.)
1.EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD.
2.LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW.
3.STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE.
4.STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE THE POTENTIAL FOR
WASHOUT DURING ESTABLISHMENT.
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL SOD IS WELL
ROOTED.
_ KEEP SOD MOIST UNTIL FULLY ROOTED.
_ AFTER SOD IS WELL-ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE INCHES.
_ TIME MOWING TO AVOID RUTS IN TURF.
_ FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL SEASON GRASSES, APPLY ONE-HALF
OF THE FERTILIZER IN LATE SPRING AND ONE-HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY
SPRING, ONE-THIRD IN LATE SPRING AND ONE-THIRD IN MID-SUMMER.
REFERENCE IN CHAPTER 7 PAGES 47-50 IN THE INDIANA STORM WATER QUALITY MANUAL
CROSS SECTION
PERSPECTIVE VIEW
(NO SCALE)
SOD APPLICATION DETAIL
REVISIONS AND ISSUESPart of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR:13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W19.0175DATEBY05.15.2019SSRDATE:RLWSAAMRAJYA, LLCPLANS SUBMITTED FOR REVIEW05.15.2019RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMAPPROVAL PENDINGNOT FOR CONSTRUCTIONPLANS REVISED FOR TAC COMMENTS05.15.2019RLW
TAB 9
Date:5/15/20190Illumination results shown on this lighting design are based on project parameters provided to E-conolightused in conjunction with luminaire test procedures conducted under laboratory conditions. Actual projectconditions differing from these design parameters may affect field results. The customer is responsible forverifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code.1501 96th StreetSturtevant, Wisconsin 53177PH: (888) 243-9445www.e-conolight.comFX: (262) 504-5409Scale: 1"=20'40'80' Customer responsible to verify ordering information/ catalogue number prior to placing order.e-conolightFootcandles calculated at grade using initial lumen valuesFilename: 190502EC1JEER1.AGISR No. 36780Layout by: JACOB EDLERProject Name: [246371] - CARMEL HOTELFixture Mounting Height: 25' afg (22' pole + 3' base)Additional Required Equipment:(6) E-PS4E22S2DB (22' x 4" x 0.180" STEEL SQUARE POLE, 2@180 MOUNT)(12) E-ACAPEPM DIRECT ARM MOUNTPROPOSED POLES MEET 100MPH SUSTAINED WIND LOADSISOLINES AT 0.5FC AND 0.2FC***Customer to verify Color, Mounting, Fixture Location and Voltage prior to ordering.***MH: 23E-APE18E-APE18MH: 23E-APE18MH: 23MH: 23E-APE18E-APE18MH: 23E-APE18MH: 230.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.50.7 0.8 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.80.61.1 1.5 1.9 2.0 1.9 1.7 1.7 1.8 2.1 2.2 2.1 1.8 1.6 1.6 1.8 1.9 1.91.6 1.2 0.80.6 1.2 2.1 3.2 4.0 4.3 3.9 3.3 3.0 3.5 4.2 4.6 4.3 3.6 3.0 3.0 3.54.1 4.1 3.5 2.4 1.4 0.81.0 1.9 3.3 5.3 7.2 7.7 6.6 5.2 4.8 5.6 7.2 8.2 7.6 5.9 4.7 4.7 5.97.3 7.4 6.0 4.0 2.3 1.21.2 2.5 4.6 7.8 11.5 12.5 9.8 7.2 6.5 7.7 10.9 13.2 11.7 8.2 6.4 6.4 8.4 11.6 12.1 9.2 5.6 3.1 1.61.4 2.9 5.3 9.2 13.8 14.9 11.6 8.3 7.5 8.8 12.7 15.3 13.8 9.4 7.37.5 9.9 14.0 14.6 11.1 6.5 3.7 1.91.4 2.7 5.0 8.3 12.2 13.2 10.4 7.7 6.9 8.1 11.2 13.4 12.0 8.6 6.87.0 9.1 12.5 13.1 9.9 6.1 3.5 1.81.3 2.4 4.2 6.5 8.6 9.2 7.9 6.3 5.9 6.6 8.3 9.3 8.6 6.9 5.8 5.9 7.38.9 9.0 7.4 5.0 3.0 1.61.2 2.3 3.9 5.8 7.1 7.4 6.6 5.5 5.0 5.8 6.9 7.6 7.2 6.1 5.1 5.2 6.37.2 7.2 6.1 4.3 2.6 1.41.4 2.5 4.3 6.4 7.8 7.8 6.7 5.5 5.2 6.0 7.4 8.2 7.8 6.4 5.4 5.4 6.57.6 7.7 6.4 4.5 2.7 1.51.6 3.1 5.4 8.4 10.8 10.6 8.3 6.3 6.0 7.2 9.8 11.4 10.4 7.9 6.4 6.4 8.0 10.2 10.5 8.4 5.4 3.1 1.71.8 3.5 6.3 10.6 14.3 13.9 9.8 7.2 6.7 8.4 12.4 15.0 13.4 9.3 7.27.4 9.7 13.6 14.3 10.7 6.4 3.6 1.81.7 3.4 6.0 10.2 13.9 13.4 9.5 6.9 6.4 8.0 11.9 14.6 13.0 9.0 7.07.1 9.5 13.5 14.2 10.6 6.3 3.5 1.81.4 2.7 4.7 7.5 9.6 9.4 7.2 5.4 5.1 6.3 8.6 10.1 9.2 6.9 5.5 5.7 7.4 9.8 10.1 7.9 5.0 2.8 1.51.0 1.8 3.1 4.6 5.6 5.5 4.6 3.7 3.5 4.2 5.3 5.9 5.6 4.6 3.8 3.9 4.85.8 5.9 4.9 3.3 2.0 1.10.6 1.1 1.7 2.4 2.8 2.8 2.5 2.1 2.0 2.4 2.8 3.0 2.9 2.5 2.2 2.2 2.73.0 3.1 2.6 1.9 1.1 0.60.6 0.8 1.1 1.2 1.3 1.2 1.1 1.1 1.2 1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.41.3 1.2 0.9 0.60.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.70.6 0.50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.2 0.20.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.40.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.60.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.70.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.40.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 0.60.7 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 0.70.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.5 0.81.0 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.4 0.80.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 0.70.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 0.70.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.4 0.80.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.2 0.5 0.90.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.2 0.6 1.01.0 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.2 0.6 0.90.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.4 0.80.8 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 0.50.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.30.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.30.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.30.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.30.3 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Luminaire ScheduleSymbolQtyLabelArrangementLumens/LampLLFTotal WattsDescription6E-APE18BACK-BACK185001.0001800E-APE18A-S540-U3ZCalculation SummaryLabelAvgMaxMinAvg/MinMax/MinPavement5.1615.30.510.3230.60Site Remainder0.051.00.0N.A.N.A.
TAB 10
South ElevationSign Plan
East ElevationSign Plan
North ElevationSign Plan