HomeMy WebLinkAboutCarmel Fire Department Administration Building Full SetDRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SITE PLAN
SD2.3010' - 0"20' - 0"30' - 0"SCALE: 1" = 20'-0"SITE PLAN1SCALE - 1" = 20'JTM
JTM
JKH GENERAL IMPROVEMENTS NOTESSITE IMPROVEMENT KEYHATCH KEY
VETERANS WAYCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SITE PLAN
SD2.305' - 0"10' - 0"20' - 0"SCALE: 1" = 10'-0"SITE PLAN1SCALE - 1" = 10'JTM
JTM
JKH GENERAL IMPROVEMENTS NOTESSITE IMPROVEMENT KEYHATCH KEY
VETERANS WAYCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SEPTEMBER 18, 2020
SITE PLAN
SD2.305' - 0"10' - 0"20' - 0"SCALE: 1" = 10'-0"SITE PLAN1SCALE - 1" = 10'JTM
JTM
JKH GENERAL IMPROVEMENTS NOTESSITE IMPROVEMENT KEYHATCH KEYJKH
VETERANS WAYFFE = 826.58GRADING LIMITSGRADING LIMITSGRADING LIMITSGRADING LIMITSDRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SEPTEMBER 18, 2020
GRADING PLAN
SD3.405' - 0"10' - 0"20' - 0"SCALE: 1" = 10'-0"GRADING PLAN1SCALE - 1" = 10'JTM
JTM
JKH GENERAL GRADING NOTESJKH SITE IMPROVEMENT KEY
VETERANS WAYFFE = 826.58CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SEPTEMBER 18, 2020
STORM WATER POLLUTION
PREVENTION PLAN
SD3.505' - 0"10' - 0"20' - 0"SCALE: 1" = 10'-0"STORM WATER POLLUTION PREVENTION PLAN1SCALE - 1" = 10'JTM
JTM
JKHLEGEND GENERAL EROSION CONTROL NOTESAQUA-SWIRL XCELERATORXC-3PROPOSEDCONSTRUCTIONENTRANCEPROPOSED CONCRETEWASHOUTJKH SITE IMPROVEMENT KEY
C:\Users\zflagle\OneDrive - DLZ\Desktop\1963-1025-90_AdminBldg_Arch_zakkaz11-DLZLogo_tagline-5381321.jpg
DLZ INDIANA, LLC
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
NO.REVISION DATE
SITE DEVELOPMENT
CARMEL INDIANA
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2 SEPTEMBER 18, 2020
STORM WATER POLLUTION
PREVENTION PLAN DETAILS
SD3.6
JTM
JTM
JKH10' MIN.VARIES PER SITE LAYOUT
JKH
C:\Users\zflagle\OneDrive - DLZ\Desktop\1963-1025-90_AdminBldg_Arch_zakkaz11-DLZLogo_tagline-5381321.jpg
DLZ INDIANA, LLC
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
NO.REVISION DATE
SITE DEVELOPMENT
CARMEL INDIANA
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
STORM WATER POLLUTION
PREVENTION PLAN DETAILS
SD3.6
JTM
JTM
JKH10' MIN.VARIES PER SITE LAYOUT
10" INV. = 823.084" INV. = 823.00BUILDING FFE = 826.58VETERANS WAYPROP INV. 8" W = 822.93827.00826.00
826.00826.00 827.00826.00827.00
82
6
.
0
0 828.00MORROW-FOLLETLEGAL DRAINEASEMENT LIMIT4" INV. = 824.08DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SITE UTILITY PLAN
SD6.1 GENERAL UTILITY NOTESSITE UTILITY KEY05' - 0"10' - 0"20' - 0"SCALE: 1" = 10'-0"SITE UTILITY PLAN1SCALE - 1" = 10'BTM
BTM
CAF LEGENDJEL
10" INV. = 823.084" INV. = 823.00BUILDING FFE = 826.58VETERANS WAYPROP INV. 6" W = 822.93827.00826.00
826.00827.00826.00827.00
MORROW-FOLLETLEGAL DRAINEASEMENT LIMIT4" INV. = 824.08DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
SITE UTILITY PLAN
SD6.1 GENERAL UTILITY NOTESSITE UTILITY KEY05' - 0"10' - 0"20' - 0"SCALE: 1" = 10'-0"SITE UTILITY PLAN1SCALE - 1" = 10'BTM
BTM
CAF LEGENDJEL
9/24/2020
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
SITE UTILITY DETAILS - 1
SD6.2
BTM
CAF
-
BTMST-5 TO ST-3 PROFILE2SCALE - 1" = 10' H; 1" = 4' VST-1 TO ST-8 PROFILE1SCALE - 1" = 10' H; 1" = 4' VST-9 TO ST-10 PROFILE3SCALE - 1" = 10' H; 1" = 4' VJEL
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
SITE UTILITY DETAILS - 1
SD6.2
BTM
CAF
-
BTMST-5 TO ST-3 PROFILE2SCALE - 1" = 10' H; 1" = 4' VST-1 TO ST-8 PROFILE1SCALE - 1" = 10' H; 1" = 4' VST-9 TO ST-10 PROFILE3SCALE - 1" = 10' H; 1" = 4' VJEL
9/24/2020
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
SITE UTILITY DETAILS - 2
SD6.3 STORM INLET DETAIL1SCALE - N.T.S.BTM
CAF
-
BTM STORM MANHOLE FOR PIPES 12" TO 24"2SCALE - N.T.S.DIVERSION STRUCTURE DETAIL3SCALE - N.T.S.RELEASE STRUCTURE DETAIL5SCALE - N.T.S.DRAINAGE TRENCH6SCALE - N.T.S.STORM CLEANOUT DETAIL4SCALE - N.T.S.NYLOPLAST YARD DRAIN DETAIL7SCALE - N.T.S.JELSTORM MANHOLE FOR PIPES 24" TO 66"2SCALE - N.T.S.9/24/2020
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
SITE UTILITY DETAILS - 2
SD6.3 STORM INLET DETAIL1SCALE - N.T.S.BTM
CAF
-
BTM STORM MANHOLE FOR PIPES 12" TO 24"2SCALE - N.T.S.DIVERSION STRUCTURE DETAIL3SCALE - N.T.S.RELEASE STRUCTURE DETAIL5SCALE - N.T.S.DRAINAGE TRENCH6SCALE - N.T.S.STORM CLEANOUT DETAIL4SCALE - N.T.S.NYLOPLAST YARD DRAIN DETAIL7SCALE - N.T.S.JELSTORM MANHOLE FOR PIPES 24" TO 66"2SCALE - N.T.S.
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
SITE UTILITY DETAILS - 3
SD6.4 WATER QUALITY UNIT DETAIL1SCALE - N.T.S.BTM
CAF
-
BTM 2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343Phone (888) 344-9044 Fax (423) 826-2112www.aquashieldinc.comStructure #:Drawn By:Scale:Date:1/30/2020RvwedRvw. DateU.S. Patent No. 6524473 and other Patent PendingAqua-Swirl XCeleratorAs ShownOFloresAqua-Swirl Stormwater Treatment SystemStandard DetailXC-3 CCW STDXC-3 STDAqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System12 in[305 mm]Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS48 in[1219 mm] Min.Gravel BackfillConcreteWrap Compressible ExpansionJoint Material to a minimum1/2-inch [13 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.RiserSoilCoverFrame1/2 in[13 mm]1/2 in[13 mm]Place small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.Backfill (90%Proctor Density)8 in[203 mm]4 1/2 in[114 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.Manhole Frame & Cover DetailFor Traffic Loading AreasNTSCoverFrame48 in[1219 mm] Min.Backfill (90%Proctor Density)3,000 psi [20 MPa](min) Concrete#4 [13 mm] Rebar@ 6 in [152 mm]Each Way30 in [762 mm]Riser1/2 in[13 mm]4 1/2 in[114 mm]14 in[356 mm]1/2 in [13 mm] ThickExpansion JointMaterialIf traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]diameter, 14-inch [356 mm] thick reinforced concrete pad must beplaced over the Stormwater Treatment System Riser to support andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimum1/2-inch [13 mm] thickness to allow transfer of wheel loads frommanhole cover to concrete slab. Manhole cover shall bear on concreteslab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]reinforcing steel as shown. Minimum cover over reinforcing steel shallbe 1-inch [25 mm]. Top of manhole cover and concrete slab shall belevel with finish grade.Please see accompanied Aqua-Swirl specification notes. See SitePlan for actual System orientation. Approximate dry (pick) weight:1500 lbs [700 kg].Backfill shall extend at least 18inches [457 mm] outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)BackfillBeddingUndisturbed soil18 in[457 mm]6 in[152 mm]11As an alternative, 42 in [1067 mm] diameter, HS-20/25rated precast concrete rings may be substituted. 14 in[356 mm] thickness must be maintained.XC-3 inlet/outlet pipe size ranges up to 21 in [533 mm].XC-3 chamber height may vary up to 86 in [2184 mm],depending on inlet/outlet pipe size.Orientation may vary from a minimum of 90° to amaximum of 180°. Clockwise or counterclockwiseorientation as needed.2332 54 in[1372 mm] 54 in[1372 mm] n21 in[533 mm]2Octagonal Base Plate Ø42 in[Ø107 mm] 86 in[2184 mm]VariesVaries 5 MH Frame[127 mm] n30 in[762 mm]Band Couplerby Manufacturer.(as needed)RiserManhole Frame andCover by Manufacturer.(See Details)Rim elevations tomatch finish grade. 53 in[1346 mm]Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.44el. VariesInlet/Outlet Invertel. Variesel. VariesGrade (Rim) el. Varies n42 in[1067 mm]Projected ViewSCALE 1:70Optional inletorientations available(See note 4) n21 in[533 mm]180°WATER MAIN JOINT RESTRAINT3SCALE - N.T.S.STORM SEWER TRENCH DETAIL2SCALE - N.T.S.WATER MAIN UNDER SEWER DETAIL4SCALE - N.T.S.STORMWATER DETENTION DETAIL5SCALE - N.T.S.JEL
9/24/2020
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
SITE UTILITY DETAILS - 3
SD6.4 WATER QUALITY UNIT DETAIL1SCALE - N.T.S.BTM
CAF
-
BTM 2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343Phone (888) 344-9044 Fax (423) 826-2112www.aquashieldinc.comStructure #:Drawn By:Scale:Date:1/30/2020RvwedRvw. DateU.S. Patent No. 6524473 and other Patent PendingAqua-Swirl XCeleratorAs ShownOFloresAqua-Swirl Stormwater Treatment SystemStandard DetailXC-3 CCW STDXC-3 STDAqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System12 in[305 mm]Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS48 in[1219 mm] Min.Gravel BackfillConcreteWrap Compressible ExpansionJoint Material to a minimum1/2-inch [13 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.RiserSoilCoverFrame1/2 in[13 mm]1/2 in[13 mm]Place small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.Backfill (90%Proctor Density)8 in[203 mm]4 1/2 in[114 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.Manhole Frame & Cover DetailFor Traffic Loading AreasNTSCoverFrame48 in[1219 mm] Min.Backfill (90%Proctor Density)3,000 psi [20 MPa](min) Concrete#4 [13 mm] Rebar@ 6 in [152 mm]Each Way30 in [762 mm]Riser1/2 in[13 mm]4 1/2 in[114 mm]14 in[356 mm]1/2 in [13 mm] ThickExpansion JointMaterialIf traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]diameter, 14-inch [356 mm] thick reinforced concrete pad must beplaced over the Stormwater Treatment System Riser to support andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimum1/2-inch [13 mm] thickness to allow transfer of wheel loads frommanhole cover to concrete slab. Manhole cover shall bear on concreteslab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]reinforcing steel as shown. Minimum cover over reinforcing steel shallbe 1-inch [25 mm]. Top of manhole cover and concrete slab shall belevel with finish grade.Please see accompanied Aqua-Swirl specification notes. See SitePlan for actual System orientation. Approximate dry (pick) weight:1500 lbs [700 kg].Backfill shall extend at least 18inches [457 mm] outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)BackfillBeddingUndisturbed soil18 in[457 mm]6 in[152 mm]11As an alternative, 42 in [1067 mm] diameter, HS-20/25rated precast concrete rings may be substituted. 14 in[356 mm] thickness must be maintained.XC-3 inlet/outlet pipe size ranges up to 21 in [533 mm].XC-3 chamber height may vary up to 86 in [2184 mm],depending on inlet/outlet pipe size.Orientation may vary from a minimum of 90° to amaximum of 180°. Clockwise or counterclockwiseorientation as needed.2332 54 in[1372 mm] 54 in[1372 mm] n21 in[533 mm]2Octagonal Base Plate Ø42 in[Ø107 mm] 86 in[2184 mm]VariesVaries 5 MH Frame[127 mm] n30 in[762 mm]Band Couplerby Manufacturer.(as needed)RiserManhole Frame andCover by Manufacturer.(See Details)Rim elevations tomatch finish grade. 53 in[1346 mm]Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.44el. VariesInlet/Outlet Invertel. Variesel. VariesGrade (Rim) el. Varies n42 in[1067 mm]Projected ViewSCALE 1:70Optional inletorientations available(See note 4) n21 in[533 mm]180°WATER MAIN JOINT RESTRAINT3SCALE - N.T.S.STORM SEWER TRENCH DETAIL2SCALE - N.T.S.WATER MAIN UNDER SEWER DETAIL4SCALE - N.T.S.STORMWATER DETENTION DETAIL5SCALE - N.T.S.JEL
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
SITE UTILITY DETAILS - 4
SD6.5
BTM
CAFBTM SANITARY CLEANOUT DETAIL1SCALE - N.T.S.SANITARY SEWER SPECIAL BACKFILL DETAIL2SCALE - N.T.S.SANITARY SEWER TRENCH DETAIL3SCALE - N.T.S.WATER LINE CROSSING DETAIL4SCALE - N.T.S.WATER MAIN TRENCH DETAIL5SCALE - N.T.S.SANITARY LATERAL DETAIL6SCALE - N.T.S.-JEL
9/24/2020
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
SITE UTILITY DETAILS - 4
SD6.5
BTM
CAF
-
BTM SANITARY CLEANOUT DETAIL1SCALE - N.T.S.SANITARY SEWER SPECIAL BACKFILL DETAIL2SCALE - N.T.S.SANITARY SEWER TRENCH DETAIL3SCALE - N.T.S.WATER LINE CROSSING DETAIL4SCALE - N.T.S.WATER MAIN TRENCH DETAIL5SCALE - N.T.S.SANITARY LATERAL DETAIL6SCALE - N.T.S.
C:\Users\zflagle\OneDrive - DLZ\Desktop\1963-1025-90_AdminBldg_Arch_zakkaz11-DLZLogo_tagline-5381321.jpg
DLZ INDIANA, LLC
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
NO.REVISION DATE
SITE DEVELOPMENT
CARMEL INDIANA
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2 SEPTEMBER 18, 2020
SITE DETAILS - 2
SD5.2
JTM
JTM
JKH
JKH
C:\Users\zflagle\OneDrive - DLZ\Desktop\1963-1025-90_AdminBldg_Arch_zakkaz11-DLZLogo_tagline-5381321.jpg
DLZ INDIANA, LLC
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
NO.REVISION DATE
SITE DEVELOPMENT
CARMEL INDIANA
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2 SEPTEMBER 18, 2020
SITE DETAILS - 3
SD5.3
JTM
JTM
JKH NOPARKINGBUSESAUTHORIZEDVEHICLESONLYONLYMAINENTRANCEMAINENTRANCEMAINENTRANCEJKH
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SEPTEMBER 18, 2020
SITE DETAILS - 4
SD5.4
JTM
JTM
JKH
JKH 1'-2 12"1"2'-8" SQ.12" TYP.3'-0" (MIN.)1'-0" MIN.1'2"1'-7"2'-912"
1'-0"
4"1'-358"1'-758"R2"1'-0" TYP.
VETERANS WAYFFE = 826.58826.00 826.00826.00827.00
826.00FLOOD ROUTINGPOINT = 825.54FLOOD ROUTINGPOINT = 826.49<<<<<<<
<
<<<<<<FLOOD ROUTINGPOINT = 826.48FLOOD ROUTINGPOINT = 825.80826.00<<<<<<<<<<<<<<<<<<<<<<CONSTRUCTION LIMITSCONSTRUCTION LIMITSMIN. OVERFLOW WEIR EL = 820.7MIN. FLOOD PROTECTION GRADE = 826.58MIN. LOWEST ADJACENT GRADE = 826.58826.00
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 1
NO.REVISION DATE
FLOOD ROUTING PLAN
SD7.105' - 0"10' - 0"20' - 0"SCALE: 1" = 10'-0"FLOOD ROUTING PLAN1SCALE - 1" = 10'BTM
BTM
BADHATCH KEYGENERAL FLOOD ROUTE NOTESJEL<9/24/2020
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SEPTEMBER 18, 2020
GENERAL SITE NOTES
AND INFORMATION
SD0.2
BTM
CAFBTM
JELPROJECT SOILS MAP1SCALE - N.T.S.
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SEPTEMBER 18, 2020
CITY OF CARMEL RIGHT OF WAY PAVING POLICYSD0.3
BTM
CAFBTM
JEL
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
SITE DEVELOPMENT
CARMEL INDIANA
DLZ INDIANA, LLC
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2
NO.REVISION DATE
SEPTEMBER 18, 2020
CITY OF CARMEL CONCRETE CURB POLICYSD0.4
BTM
CAFBTM
JEL
C:\Users\zflagle\OneDrive - DLZ\Desktop\1963-1025-90_AdminBldg_Arch_zakkaz11-DLZLogo_tagline-5381321.jpg
DLZ INDIANA, LLC
DRAWING NUMBER
PROJECT NUMBER
DATE:
APPRV'D:
DESIGNED:
DRAWN:CHK'D:
1963-1025-90
NO.REVISION DATE
SITE DEVELOPMENT
CARMEL INDIANA
COMMUNITY BUILDING
CARMEL CLAY
BID PACKAGE 2 SEPTEMBER 18, 2020
STORM WATER POLLUTION
PREVENTION PLAN
SD3.7
JTM
JTM
JKH
JKHPROJECT SOILS MAP