HomeMy WebLinkAboutSite Plan 03-05-24PROPOSED BUILDING
22,440 SF ±10' B.S.L.10' B.S.L.6' PARKING LOT SETBACK6' PARKING LOT SETBACK
57 ON-SITE SPACES
13 STREET SPACES
2914
6
4
14
R/WR/WR/W
10' B.S.L.10' B.S.L.10' B.S.L.
26'±
25'
E
HARLESTON STREET
PETIGRU STREET27.2'
10'43.5' Canopy Above12'
21.7'9'9'5' D.U.&S.E.5' D.U.&S.E.3
20'±
3
9'
20'±10' B.S.L.
BR
DB NO PARKINGPICK-UP50'50'50'40'50'ACEHARD
WARE
OUTD
O
OR
GARDEN
CENTER
S 00°12'35" W 304.07'N 89°49'51" W 94.84'
L=23.90', R=25.00'
L=34.32', R=100.00'
L=23.92', R=25.00'
S 89°47'48" E 150.03'N 00°12'41" E 169.20'N 00°12'41" E 190.00'N 89°48'43" W 411.47'9'9'9'5'18'24'36'24'
18'9'24'20'20'6.5'
6.5'
11.4'
24'18'36'24'18'26.3'12'
21.7'
R2'
R8'
R3'
R5'
R3'9'
R3'
R1
5
'5' D.U.&S.E.1.9'
CANOPY
CB
CB
CB
CB
CB
T
T
FL
DW
FL
SC
RR
SC
D
SS
SS
AAA1
A1
TT
A
A
A
A A
A
A
A
A
A
A SC
TR 6'
RC
RC
RC
RC
RC
RC
RC
A2
A2
C
C
C
C
C
C
C
C C C
A1
A1
RC
A2
A2
DC
A
A
DC
DC
DC
DC
DC
DC
A2
A2
A1
A1
TT
TT
A1
D
D
D
D
D
D
D
D
D
D
D
D
D
SW
SW
D
D
D
D D D
DD
D6
D6
D
D
D
A
GN
5'
8'
8'
T
SC
SC
SC
SC
SC
FL
DW
DW
FL
DW
FL FLT
DW
FL
3.5'
R6'
5'
A
T
8.42'
D6
D6DB
5'20'20
'
9.5'18'GS10' B.S.L.10' B.S.L.R20'
R20'
R5'
DA
DA
15'
TYP.5'TYP.18.9'
25'15'30'15'1
6
.
5
'
5.5'15'CANOPY
CB
CB
11.9'
DB
6'
8'8'8'19.6'
DB
03/01/2024
TOPOGRAPHIC & BOUNDARY NOTE
ENGINEER:
ARCHITECT:
SURVEYOR:
SITE LAYOUT NOTES
PLAN NOTES:
LEGEND:
PLAN NOTES:
A
C
D
FL
DW
B6
CB
G
F
T
TR
D6
NOTE
REFER TO ARCHITECTURAL &
FOUNDATION PLANS FOR ALL
BUILDING DIMENSIONS.
DB
SW
SS
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PROF
E
SS
ION A L E NG INEERIND
IA NA
PE10910647
STATE OF
-oNREGIS TER
E
DBR IA N S CR
O
SSACG.066
C2.0INDIANAPOLIS, INDIANA 46225425 W SOUTH STREET, STE 100ALDERSON COMMERCIAL GROUP, INC.SITE PLANROBEY MEDICAL BUILDINGSE CORNER OF HARLESTON ST & PETIGRU DRCARMEL, IN 46033PRELI
MI
NARY
NOT F
O
R
C
ONST
R
U
CTI
O
N
GS
GN
DEVELOPMENT SUMMARY
PROPOSED BUILDING G.S.F. = 22,440±
LOT AREA = 1.21± Ac
ZONING: PUD - VILLAGE OF WEST CLAY
PARKING SPACES PROVIDED = 70
PARKING SPACES REQ'D. = TBD by VoWC
ANTICIPATED CONSTRUCTION START/END DATE:
JUNE, 2024 / JULY, 2025
REVISION RECORD
EXISTING CONDITIONS NOTE
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS,
INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE
BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR
TO NOTIFY ENGINEER OF ANY DISCREPANCIES.
R/W RESTORATION NOTE
ALL ROADS & R/W MUST BE BROUGHT BACK TO ORIGINAL OR
BETTER CONDITION. REPAIRS (i.e. STRIPING, CURB, GRADING,
SEEDING, & SIGNAGE) SHALL COINCIDE WITH THE ADJOINING ROAD.
PAVING WITHIN CITY R/W NOTE
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO
REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN
STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE
DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND
PROPOSED CITY RIGHT-OF-WAY.
IF IT WILL BE NECESSARY TO RELOCATE
EXISTING UTILITIES, THE EXPENSE OF
SUCH RELOCATION SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
ALL UTILITY POLES SHALL BE LOCATED
WITHIN ONE-FOOT OF THE PROPOSED
RIGHT-OF-WAY.
SIDEWALK NOTE
ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC
RIGHT-OF-WAY SHALL COMPLY WITH STANDARD
CITY OF CARMEL AND/OR INDOT DETAILS.
ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKED
PRIOR TO COMMENCING WITH CONSTRUCTION AND
PROTECTED DURING ALL CONSTRUCTION ACTIVITY.
PROPERTY CORNER MONUMENTS NOTE
BR
D
A1
A2
RC
DC
RR A2
DA
DA
CITY OF CARMEL STANDARDS
CONTRACTOR TO CONSTRUCT ALL APPLICABLE SITE
IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY TO THE
CITY OF CARMEL CURRENT STANDARDS AND SPECIFICATIONS.
PROVIDE CURB TO
DIRECT PEDESTRIAN
TRAFFIC TO DESIGNATED
CROSSING LOCATION.
EXISTING TREE, STREET LIGHTING,
ELECTRICAL, AND IRRIGATION SYSTEMS
TO BE PROTECTED AND OR RESTORED
TO PROCONSTRUCTION CONDITIONS TO
THE ACCEPTANCE OF THE VILLAGE OF
WESTCLAY OWNERS ASSOCIATION
BUILDER TO CONTACT WESTCLAY OA
317-574-1164 TO COORDINATE FLAGGING
OF THE WESTCLAY PRIVATE UTILITIES.
BUILDER WILL BE RESPONSIBLE FOR
DAMAGES TO STREET LIGHT WIRING
AND PROJECT IRRIGATION SYSTEM
CAUSED BY CONTRACTORS. PLEASE
CALL 48 HOURS PRIOR TO START OF
CONSTRUCTION TO ASSURE LOCATES
ARE COMPLETED PRIOR TO EXCAVATION
SANITARY SEWER SERVICE
CONNECTION TO BE COORDINATED
WITH AND PERMITTED THROUGH THE
CITY OF CARMEL DEPARTMENT OF
ENGINEERING AND CLAY TOWNSHIP
REGIONAL WASTE DISTRICT
BUILDER SHALL NOT ALTER ELEVATION OF
DRAINAGE SWALES, INLETS, FIRE
HYDRANTS, WATER VALVES, MANHOLES,
CURBS OR ASPHALT WITHOUT PRIOR
APPROVAL FROM THE CITY OF CARMEL
BUILDER AND LOT OWNER SHALL
ASSUME ALL LIABILITY ASSOCIATED
WITH REQUIRED MINIMUM FLOOD
PROTECTION GRADES AND MINIMUM
LOWEST ADJACENT GRADES
ALL WORK WITH RIGHT-OF-WAY
SHALL BE COORDINATED WITH
AND PERMITTED THROUGH THE
CITY OF CARMEL DEPARTMENT OF
ENGINEERING 317-571-2441
ALL MUD IN STREETS AND OR
ADJACENT PARKING AREAS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF EACH DAY
BUILDER MUST COMPLY WITH ALL
ORDINANCES GOVERNING SITE
EROSION & SEDIMENT CONTROL
EXISTING CURB TO BE SAWCUT,
PROPOSED CURB SHALL BE DOWELED
INTO EXISTING CURB IN COORDINATION
WITH REQUIREMENTS OF THE CITY OF
CARMEL DEPARTMENT OF ENGINEEING
317-571-2441
EXISTING CURB TO BE SAWCUT,
PROPOSED CURB SHALL BE DOWELED
INTO EXISTING CURB IN COORDINATION
WITH REQUIREMENTS OF THE CITY OF
CARMEL DEPARTMENT OF ENGINEEING
317-571-2441
EXISTING CURB TO BE SAWCUT,
PROPOSED CURB SHALL BE DOWELED
INTO EXISTING CURB IN COORDINATION
WITH REQUIREMENTS OF THE CITY OF
CARMEL DEPARTMENT OF ENGINEEING
317-571-2441
EXISTING CURB TO BE SAWCUT,
PROPOSED CURB SHALL BE DOWELED
INTO EXISTING CURB IN COORDINATION
WITH REQUIREMENTS OF THE CITY OF
CARMEL DEPARTMENT OF ENGINEEING
317-571-2441
SITE MUST MEET
ALL CURRENT
ADA GUIDELINES
SIDEWALK JOINTING PATTERNS
TO MATCH CURRENTLY
ESTABLISHED PATTERNS. BUIDER
TO COORDINATE FINAL LAYOUT
WITH THE OWNERS ASSOCIATION
DECLARANT RESERVES THE RIGHT FOR
ITSELF AND THE ASSOCIATION TO
RECONFIGURE THE COMMON PARKING
LOTS FROM TIME TO TIME, WHICH
RECONFIGURATION MAY INCREASE OR
DECREASE THE NUMBER OF PARKING
SPACES AVAILABLE
ALL SITE LIGHTING SHALL CONFORM
TO VILLAGE OF WESTCLAY
STANDARD CLASSIC STYLE FLUTED
POLE WITH ACORN STYLE
LUMINAIRE, SEE OTHER SITES FOR
COMPARISON. COORDINATE
FIXTURE SELECTION AND APPROVAL
WITH OWNERS ASSOCIATION
BUILDER MUST SUPPLY DUMPSTER AND
TEMPORARY TOILET FACILITIES AT ALL
TIMES DURING CONSTRUCTION
DUMPSTER ENCLOSURE TO
MATCH ARCHITECTURAL
MATERIALS OF THE
PRIMARY STRUCTURE
APPROVED AS NOTED
KDK 03/27/2024
SEE PRELIMINARY SITE
APPROVAL FOR WALK,
LANDSCAPE BED, AND
LIGHTING COMMENTS
EXISTING CURB TO BE SAWCUT,
PROPOSED CURB SHALL BE DOWELED
INTO EXISTING CURB IN COORDINATION
WITH REQUIREMENTS OF THE CITY OF
CARMEL DEPARTMENT OF ENGINEEING
317-571-2441
R/WR/WR/W
HARLESTON STREET
PETIGRU STREETFFE =906.90±NO PARKINGPICK-UPRF
EX. 30" RCPCURB INLET TYPE A
TC=906.75
GUT=906.25
INV=903.0 (S-12" RCP)EX. 30" RCPEX. 18" RCP202
5' Ø DOWNSTREAM
DEFENDER BMP
TC= 908.5±
INV=902.0 (E-12" RCP)
INV=901.0 (N-18" RCP)
INV=900.5 (W-18" RCP)
CURB INLET TYPE A
TC=907.00
GUT=906.50
INV=902.75 (N-12" RCP)
INV=902.65 (W-12" RCP)
201
200
300
301
BMP M.E.CURB INLET TYPE A
TC=906.50
GUT=906.00
INV=902.25 (W-15" RCP)
CURB INLET TYPE A
TC=906.75
GUT=906.25
INV=902.1 (E-15" RCP)
INV=902.0 (S-15" RCP)
CURB INLET TYPE M
TC=906.55
GUT=906.05
INV=901.9 (N-15" RCP)
INV=901.8 (S-18" RCP)
03/01/2024
TOPOGRAPHIC & BOUNDARY NOTE
ENGINEER:
ARCHITECT:
SURVEYOR:
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PROF
E
SS
ION A L E NG INEERIND
IA NA
PE10910647
STATE OF
-oNREGIS TER
E
DBR IA N S CR
O
SSACG.066
C3.0INDIANAPOLIS, INDIANA 46225425 W SOUTH STREET, STE 100ALDERSON COMMERCIAL GROUP, INC.GRADING AND DRAINAGE PLANROBEY MEDICAL BUILDINGSE CORNER OF HARLESTON ST & PETIGRU DRCARMEL, IN 46033PRELI
MI
NARY
NOT F
O
R
C
ONST
R
U
CTI
O
N
REVISION RECORD
EXISTING CONDITIONS NOTE
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS,
INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE
BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR
TO NOTIFY ENGINEER OF ANY DISCREPANCIES.
R/W RESTORATION NOTE
ALL ROADS & R/W MUST BE BROUGHT BACK TO ORIGINAL OR
BETTER CONDITION. REPAIRS (i.e. STRIPING, CURB, GRADING,
SEEDING, & SIGNAGE) SHALL COINCIDE WITH THE ADJOINING ROAD.
UTILITY LOCATE NOTE
UTILITY VALVE NOTE
LEGEND:
PLAN NOTES:
FLOOD NOTE
ALL CONCRETE PIPE JOINTS SHALL
BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
GENERAL NOTES
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE
"BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE
BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT
AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS
AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR
SPECIFICATIONS.
BENCHMARK
###
GRADING NOTES
RF
NOTE
REFER TO ARCHITECTURAL &
FOUNDATION PLANS FOR ALL
BUILDING DIMENSIONS.
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
BUILDER SHALL NOT
ALTER ELEVATION
OF ADJOINING LAND
BUILDER SHALL NOT
ALTER ELEVATION
OF ADJOINING LAND
BUILDER SHALL NOT
ALTER ELEVATION
OF ADJOINING LAND
BUILDER TO ENSURE
POSITIVE DRAINAGE
AWAY FROM STRUCTURE
SITE MUST MEET
ALL CURRENT
ADA GUIDELINES
APPROVED AS NOTED
KDK 03/27/2024
R/WR/WR/W
E
HARLESTON STREET
PETIGRU STREETFV
C.O.
INV.=901.9±
L
FFE =906.90±
G
GAS SERVICE METER
W/ BOLLARD
PROTECTION PER
CENTERPOINT
ENERGY STDS.FIELD VERIFY LOCATION/DEPTHOF EXISTING SAN. LATERALNO PARKINGPICK-UP50'50'50'40'50'RF
WM
PIV
FDC
3
6
6
6-INCH WET TAP/VALVE
EXISTING MAIN
SE
ET
A
A
A
A
A
A
A
A
A
A
AA
GAS MAIN TO BE RELOCATED
BY CENTERPOINT ENERGY
T
PH
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
18
18
A
EX. SANITRY MH
TC=905.86
INV=893.80 (E-8" PVC)
INV=893.00 (W-8" PVC)
EX. SANITRY MH
TC=906.47
INV=898.48 (W-8" PVC)
03/01/2024
TOPOGRAPHIC & BOUNDARY NOTE
ENGINEER:
ARCHITECT:
SURVEYOR:
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PROF
E
SS
ION A L E NG INEERIND
IA NA
PE10910647
STATE OF
-oNREGIS TER
E
DBR IA N S CR
O
SSACG.066
C5.0INDIANAPOLIS, INDIANA 46225425 W SOUTH STREET, STE 100ALDERSON COMMERCIAL GROUP, INC.UTILITY PLANROBEY MEDICAL BUILDINGSE CORNER OF HARLESTON ST & PETIGRU DRCARMEL, IN 46033PRELI
MI
NARY
NOT F
O
R
C
ONST
R
U
CTI
O
N
REVISION RECORD
EXISTING CONDITIONS NOTE
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS,
INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE
BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR
TO NOTIFY ENGINEER OF ANY DISCREPANCIES.
R/W RESTORATION NOTE
ALL ROADS & R/W MUST BE BROUGHT BACK TO ORIGINAL OR
BETTER CONDITION. REPAIRS (i.e. STRIPING, CURB, GRADING,
SEEDING, & SIGNAGE) SHALL COINCIDE WITH THE ADJOINING ROAD.
UTILITY LOCATE NOTE
UTILITY VALVE NOTE
IRRIGATION NOTE
ISDH NOTES
THE WATER LINES THROUGHOUT THE
PROJECT SHALL BE INSTALLED WITH
AT LEAST 60-INCHES OF COVER TO
PROVIDE PROTECTION FROM
FREEZING.
WHERE WATER LINES AND SEWERS
(STORM AND/OR SANITARY) CROSS
AND THE WATER LINE CANNOT BE
PLACED ABOVE/BELOW THE SEWER
WITH A MINIMUM OF 18-INCHES
VERTICAL CLEARANCE, THE SEWER
MUST BE CONSTRUCTED OF WATER
WORKS GRADE DUCTILE IRON PIPE
WITH MECHANICAL JOINTS OR SDR 26
PVC PRESSURE SEWER PIPE WITH
COMPRESSION FITTINGS, & SHALL BE
PRESSURE TESTED TO ASSURE WATER
TIGHTNESS PRIOR TO BACK-FILLING.
SANITARY SEWERS SHOULD HAVE A
MINIMUM OF 3 FEET OF COVER.
LEGEND:
UTILITY NOTES
1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING
AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM
SEWERS, AND WATER MAINS.
3.ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
4. ALL WATER MAINS TO HAVE 60" MINIMUM COVER OVER
TOP OF PIPE.
5. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE
WITH STATE BOARD OF HEALTH REQUIREMENTS.
(APPLIES TO COMMERCIAL ONLY)
6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNDERGROUND
CONDUIT PER UTILITY COMPANY'S SPECIFICATIONS.
7. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS
AFFECTED DURING CONSTRUCTION. REFER TO THE
TOWN OF FISHERS STANDARDS FOR RESTORATION REQ'S.
8. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AT ANY
PROPOSED CROSSING AND PROVIDE EXISTING TOP OF PIPE
ELEVATIONS WITHIN 10 DAYS OF NOTICE TO PROCEED.
PROVIDE CONCRETE CRADLE AS REQUIRED FOR ANY VERTICAL
SEPARATION LESS THAN 18 INCHES.
PLAN NOTES:
UX
L
A
FDC
PIV
CC
18
FV
ET
RPM
E
PH
WM
6
3
B
RF
SE
T
REVISED LIGHT POLE (TYP.)
LOCATION, MATCH SPACING
AND PLACMENT SCHEME
ESTABLISHED FOR OTHER
COMMERCIAL BUIDINGS
ALLONG PETIGRU STREET
ALL UTILITY, HVAC, AND MECHANICAL
EQUIPMENT SHALL BE SCREENED
FROM ALL PUBLIC VIEWSHEDS
APPROVED AS NOTED
KDK 03/27/2024
REVISED LIGHT POLE (TYP.)
LOCATION, MATCH SPACING
AND PLACMENT SCHEME
ESTABLISHED FOR OTHER
COMMERCIAL BUIDINGS
ALLONG PETIGRU STREET