HomeMy WebLinkAboutPark Place Center Buildings 708 and 712 Full Set1810-028
COVERPARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESVICINITY MAP
N.T.S.
PARK PLACE CENTER BUILDINGS 4 & 6
FOR:
DB KLAIN CONSTRUCTION, INC.
708 & 712 ADAMS STREET
CARMEL, IN 46032
SHEET INDEX
C1 EXISTING TOPOGRAPHY
C2 PROPOSED SITE PLAN
C3 DRAINAGE/GRADING PLAN
C4 EROSION CONTROL PLAN
C5.1 CARMEL CURB NOTES
C5.2 CARMEL CONCRETE, WALK AND ADA DETAILS
C5.3 CARMEL WATER DERTAILS
C6.1 SITE DETAILS
C6.2 SITE DETAILS
L1 LANDSCAPE PLAN
L2 LANDSCAPE DETAILS
ZONING MAP
N.T.S.
FEMA MAP
SITE
SITE TAC SUBMITTAL12-19-2018Docket No. 19010002 ADLS Amend: Park Place Center Buildings 708 and 712.
THE OPERATING AUTHORITY IS CITY OF CARMEL .TAC REVISIONS04-11-201911
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DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-202206/14/22
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T 89.3'UNIT 0701PHASE 5
0.681 Ac. +/-
PHASE 4
0.337± Ac.
PHASE 2
0.347± Ac.
PHASE 3
0.716± Ac.
BUI
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716
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7 UN
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G BUILDING 7, 704 ADAMS STREETONE STORY MASONRY OFFICE BUILDING10,200 sq. ft.FIN FLOOR = 805.0'UNIT 0501 BUILDING 5
710 ADA
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ONE UNI
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7,204 sq. ft.
UNIT 0301 BU
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714 AD
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ONE UN
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5,014 sq. ft.
SAW CUT ASPHALT FOR
CLEAN EDGE FOR NEW
SIDEWALK
REMOVE EXISTING ASPHALT FOR
NEW SIDEWALK INSTALLATION
CONNECT TO EXISTING
LATERAL FOR NEW PIPE
CONNECTION
CONNECT EXISTING LATERAL
FOR NEW PIPE CONNECTION
EXISTING FIRE HYDRANT
EXISTING
WATER LINE
EXISTING
TRANSFORMER
EXISTING
PEDESTAL
1810-028
C1
EXISTING TOPOGRAPHY AND DEMO PLAN
PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESSOIL MAP
N.T.S.
LEGEND
TAC SUBMITTAL12-19-2018EROSION CONTROL LEGEND TAC REVISIONS04-11-201911
THIS PROPERTY DOES NOT LIE WITHIN A KNOWN FLOOD PLAIN
(ZONE X) PER FEMA FLOOD INSURANCE RATE MAP, PANEL
NO. 18057C0209G, EFFECTIVE DATE NOVEMBER 19,2014.
1
CONSTRUCTION ENTRANCE WILL BE THE EXISTING PAVEMENT.
CONTRACTOR TO PERFORM MAINTENANCE DAILY TO ENSURE MUD
DOES NOT LEAVE THE CONSTRUCTION LIMITS. SEE DETAIL 1/C6.2
SILT SOCK WILL BE INSTALLED ON
PAVEMENT FOR PERIMETER
PROTECTION 1
1
EXISTING DUMPSTER LOCATION
DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-202206/14/22
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PHASE 4
0.337± Ac.
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7 U
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712 ADA
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4,382 ± s
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BUILDIN
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708 ADAMS S
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5,255 ± sq.ft. (FOOTPRI
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NEW CT CABINET VERIFY TYPE,
SIZE & LOCATION WITH
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NEW CT CA
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VERIFY
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SIZE &
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NEW GAS
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SIZE & LOC
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ION WITH UTILITY
NEW G
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SIZE & LOCATI
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UTILITY
33 L.F. NEW GAS SERVICE
LATERAL BY UTILITY
PROPOSED 141 L.F. - 5' CONCRETE SIDEWALK S
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5
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PROPOSED GAS VALVE AND
CONNECTION VERIFY TYPE, SIZE
AND LOCATION WITH UTILITY
32.67'2.00'34.67'2.00'32.67'45.00'31.46'2.00'37.08'2.00'31.46'45.00'10.7'
12.2'27.3'31.46'44.0'31.46'2.00'49.75'2.00'4.00'31.46'44.00'31.46'PROPOSED 88 L.F. - 5'CONC. SIDEWALKEXISTING FIRE HYDRANT
EXISTING
WATER LINE
EXISTING
TRANSFORMER
EXISTING
PEDESTAL
49.75'4.00'28.0'15.0'CONCRET
E
PATIOSEE DETAILS SHEET C6.1
16.0'15.0'CONCR
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PATIOSEE DETAILSSHEET C6.1
41 L.F. NEW GAS SERVICE
LATERAL BY UTILITY
PROPOSED GAS VALVE AND
CONNECTION VERIFY TYPE, SIZE
AND LOCATION WITH UTILITY
NEW 6'x15' CONCRETE BIKE
PARKING SEE DETAIL 1/C6.1
NEW 12' - 6" PVC SANITARY
LATERAL C.O. INV. = 840.27' SEE
DETAIL ON SHEET C6.1
PROPOSED ADA SIDEWALK RAMP SEE
DETAIL E604-SWCR-08 ON SHEET C5.2
PROVIDE 12' - (3)2" PVC COND
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TO CT CABINET/METEREXISTING TRANSFORMER
PROVI
DE 13' - (3)2" PVC
CONDU
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EXISTING SANITARY
EXISTING STORM WATER
27.1'20.9'21.7'PROPOSED CONCRETE AC PADS
4'x4' (TYP.)
41 L.F. OF NEW 1" DOME
S
TIC
SERVICE TO INSIDE SET METER, RPZ IN
BUILDING. CONTR
ACTOR TO VERIFY
TYPE, SIZE & LOCATI
ON
50 L.F. OF N
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"
DOMESTIC
SERVICE TO INSIDE SET
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IN BUILDIN
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VERIFY TYPE, SIZE & LOCATION
NEW 12' - 6" PVC SANITARY
LATERAL C.O. INV. = 801.69'
SEE DETAIL ON SHEET C6.1
PROPOSED ADA SIDEWALK RAMP SEE
DETAIL E604-SWCR-08 ON SHEET C5.2
NEW ADA PARKING SIGN
SEE DETAIL 6/C6.1
NEW ADA PARKING
SIGN SEE DETAIL 6/C6.1
PROPOSED 21 L.F. - 5' CONC. SIDEWALK
CONTRACTOR TO VERIFY TYPE AND SIZE OF
EXISTING WATER CORP STOP WITH UTILITY.
REMOVE EXISTING STUB AND CONNECT NEW
SERVICE TO EXISTING CORP STOP
CONTRACTOR TO VERIFY TYPE AND
SIZE OF EXISTING WATER CORP
STOP WITH UTILITY. REMOVE
EXISTING STUB AND CONNECT NEW
SERVICE TO EXISTING CORP STOP
1810-028
C2
PROPOSED SITE PLAN PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESLEGEND TAC SUBMITTAL12-19-2018SEE ARCH PLANS FOR INTERIOR LAYOUT,
AND BUILDING DIMENSIONS
NEW BUILDING DOMESTIC WATER
CONNECTIONS TO EXISTING WATER MAIN
WILL BE WET TAPPED PER CARMEL WATER
SPECIFICATIONS.
NEW WATER METERS AND RPZ TO BE INSIDE
SET PER CARMEL WATER SPECIFICATIONS.
SEE MECHANICAL DRAWINGS FOR DETAILS.TAC REVISIONS04-11-201911
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EXTERIOR LIGHTING, PARKING LAYOUT AND SIGNAGE IS BASED ON
PREVIOUS MASTER DEVELOPMENT PLAN FOR PARK PLACE CENTER
HPR DECLARATION FROM 70-DP/ADLS & 71-99SP IN 1999. ALL AREAS
OUTSIDE OF THE INDIVIDUAL BUILDING UNITS (I.E. BUILDING LINES)
ARE CONSIDERED COMMON AREAS AND ARE ADMINISTERED BY THE
COVENANTS, CONDITIONS, AND RESTRICTIONS OF PARK PLACE
CENTER HPR.
ALL FIRE HYDRANTS ARE EXISTING AND
WERE INSTALLED AS PART OF THE MASTER
DEVELOPMENT IN 1999.
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UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE
RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY
LINE
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ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND
BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO
IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES
AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE
THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND
ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE
ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE
STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED
TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE
START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION
OF THE RIGHT-OF-WAY BUILDING FOOTPRINT REV.9-29-2021CONCRETE PATIOS ADDED10-13-2021BUILDING FOOTPRINT REV.01-12-2022DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992CONTRACTOR TO CONTACT CENTERPOINT ENERGY FOR GAS
SERVICE APPLICATION. 1-800-227-13763 TAC REVISIONS03-08-20223TAC REVISIONS02-22-202244
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UNIT 0701BUI
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q. ft.BUILDING 7, 704 ADAMS STREETONE STORY MASONRY OFFICE BUILDING10,200 sq. ft.FIN FLOOR = 805.0'BUIL
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712 ADAM
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708 ADA
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5,255 ± sq.ft. (FOOTPRI
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84 3.84
x
x 8 43.84
F.F.E.= 844.34'
OR 100'-0"
F.F.E.= 844.27'
OR 100'-0"
84 3.84 x
x 843.94
x 843.7
7
843.7
7 x
x 843 .2 8
x 843.
7
8
x 843.6 6
x 843.7 5x 843.7
5
x 843 .5 1
x 8 4 3 .61
x 843.5 6
x 843 .6 3BUILDING 4
MLAG=843.84'
BUILDING 6
MLAG=843.77'
PROPOSED SWQU XC-2
SEE DETAIL ON SHT. C3
RIM EL. = 843.67'
12" PVC INV. IN NW = 838.00'
12" PVC INV. OUT SE = 838.00'
8 43 .84 x
843.7
7 x
PROPOSED STORM MH 1
2'x2' MODIFIED TYPE A BOX
RIM EL. = 843.67'
15" RCP INV. IN NE = 836.30'
15" RCP INV. OUT SW = 836.30 '
NEW 12" PVC INV. IN NW = 837.92'
ROOF DRAIN
130' - 6" PVC @ 2.0%
ROOF DRAIN
162' - 6" PVC @ 2.0%
ROOF DRAIN
152' - 6" PVC @ 2.0%
ROOF DRAIN
114' - 6" PVC @ 2.0%
ROOF DRAIN
30' - 8" PVC @ 2.0%
COMBINED ROOF DRAIN
8' - 12" PVC @ 2.0%
4' - 12" PVC @ 2.0%
PROVIDE PIPE BEDDING PER DTL.
TOP OF RA
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MATC
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MATC
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MATC
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MATC
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MATC
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MATC
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MATC
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x 844.06
TOP OF RAMP
1810-028
C3
PROPOSED GRADING PLAN
PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESTAC SUBMITTAL12-19-2018x 805.0
5 TAC REVISIONS04-11-201911 2
2
2
MINIMUM FLOOD PROTECTION GRADE FOR THIS SITE = 838.95', NOTE
LOCATION OF B.F.E. LINE AT TOP OF BANK OF THE POND. MINIMUM
FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND
OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT
100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS
GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW
WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS
CAN ENTER A BUILDING.
THE STORM SEWER SYSTEM AND
STRUCTURES SHOWN ON THESE
PLANS ARE PRIVATE AND SERVICE
LOT 2 OF BLOCK 2
EXISTING DRAINAGE AREA TO POND = 4.694 Ac.
POND ALLOWABLE RELEASE RATE 0.25 cfs/Ac.
DEVELOPED ALLOWABLE CN = 92
TOTAL DEVEVLOPED AVERAGE CN = 91.9
POND STORAGE CAPACITY AT 100-YEAR ELEV. = 81.64 Ac/ft
POST-DEVELOPED 10-YEAR STORM RUNOFF = 21 cfs
POST-DEVELOPED 100-YEAR STORM RUNOFF = 30 cfs
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DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-20222
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2 100-YEAR FLOW PATH03-08-20223
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PHASE 4
0.337± Ac.
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(FOOTPRI
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BUILDIN
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2-STORY
MASONR
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708 ADA
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5,255 ± sq.ft. (FOOTPRIN
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1810-028
C4
EROSION CONTROL PLAN PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESTAC SUBMITTAL12-19-2018PROPOSED LEGEND
“ ”
PS
PS
PS
PS
PS
PS
PS
PS TAC REVISIONS04-11-201911
DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-2022SILT SOCK WILL BE INSTALLED
ON PAVEMENT FOR
PERIMETER PROTECTION
CONSTRUCTION ENTRANCE WILL BE THE EXISTING PAVEMENT.
CONTRACTOR TO PERFORM MAINTENANCE DAILY TO ENSURE
MUD DOES NOT LEAVE THE CONSTRUCTION LIMITS. SEE DETAIL
1/C6.2
PORT-O-LET
CONCRETE WASHOUT DUMPSTER SEE DETAIL 2/C6.2
06/14/22
1810-028
C5.1CARMEL NOTES PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESTAC SUBMITTAL12-19-2018DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-202206/14/22
1810-028
C5.2
CARMEL CONCRETE/ADA DETAILS PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESTAC SUBMITTAL12-19-2018ELEV. 5 = EXISTING ELEVATION OF
PARKING LOT PAVEMENT. SEE
SPOT ELEVATIONS ON SHEET C3.
CONTRACTOR TO BUILD RAMP PER
DETAIL AND ADA 2016. TAC REVISIONS04-11-201911
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DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-202206/14/22
1810-028
C5.3CARMEL WATER DETAILS PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESTAC SUBMITTAL12-19-2018CARMEL WATER UTILITY REQUIREMENTS:
POSI-CAPS OR THE EQUIVALENT ARE NOW REQUIRED ON ALL
WATER VALVE INSTALLATIONS.
CONTRACTOR TO CALL FOR PRE-CON WITH INSPECTOR PRIOR
TO WATER MAIN INSTALLATION.
CARMEL WATER UTILITY INSPECTORS HAVE THE AUTHORITY TO
MAKE CHANGES IN THE FIELD IF CONDITIONS ARE
WARRANTED.DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-202206/14/22
1810-028
C6.1SITE DETAILS PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESTAC SUBMITTAL12-19-2018APPR
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DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-202206/14/22
1810-028
C6.2SITE DETAILS PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESTAC SUBMITTAL12-19-2018CONCRETE WASHOUT - LINED CONTAINER
NOTES:
* AN ESTIMATED CHART OF THE THE AMOUNT OF WATER PER DAY WILL BE ATTACHED
TO SWPPP SHEET.
* SEE SITE PLAN FOR PLACEMENT OF CWO.
* THERE WILL BE NO BELOW GRADE SYSTEMS WITH THIS PROJECT.
* BOX WILL BE MONITORED DAILY BY FOREMAN TO PREVENT OVERFLOW OR
OVERWEIGHT CONDITIONS. WHEN THE FREE BOARD GETS TO WITHIN 18" THE
FOREMAN WILL CALL FOR REMOVAL.
* ALL WASHOUT SLURRY WILL BE TAKEN TO AN APPROVED DUMP SITE BY APPROVED
HAULER.
* SEE ATTACHED SWPPP SHEET FOR CONTRACTORS EMERGENCY SPILL PROCEDURES
FOR CONCRETE SPILLS.
* CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE
PLACEMENT ON SITE.
* SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE. AT THE WASHOUT
AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF
THE CONCRETE TRUCKS, PUMPS RIGS AND CWO.
* THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED
OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
* AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED, FROM THE
SITE AND DISPOSED OF AT AN APPROVED WASTE SITE.
* WHEN THE CONCRETE WASHOUT ARE IS REMOVED. THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY
THE INSPECTOR.
CONTAINER WITH WATERPROOF (10 MIL MIN.) PLASTIC LINER SUPPLIED BY
APPROVED HAULER
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT
AREA
®
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DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-20223 OR APPROVED EQUAL TAC COMMENTS03-08-20223Ò
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06/14/22
1810-028
C7SWPPPPARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESTAC REVISIONS04-11-20191APPR
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TAC REVISIONS06-18-201922
DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-2022TAC REVISIONS03-08-202233
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