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EXECUTIVE DRIVESOUTH RANGELINE ROADPROPOSED BUILDINGPROPOSED BUILDINGPROPOSED GARAGE
REVISIONDATE No. SITE PLAN VICINITY MAP SHEET INDEX
PROJECT No.:
PROSCENIUM PHASE II (1215)
EXECUTIVE DRIVE AND SOUTH RANGELINE ROAD
CARMEL, INDIANA
OCTOBER 26, 2021
NOVO DEVELOPMENT GROUP
20 W CARMEL DRIVE, SUITE 101 CARMEL, IN 46032
C000
333 North Alabama Street
Suite 200
Indianapolis, IN 46204
317.299.7500
FAX: 317.291.5805
SITE
brian.smallwood@woolpert.com
thill@novo.dev
(317) 343-9757
09/14/22
GENERAL NOTES
1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH
EXISTING CONDITIONS PRIOR TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING
EXAMINATION ARE SIGNIFICANTLY DIFFERENT FROM THOSE SHOWN, THE CONTRACTOR SHALL
NOTIFY THE ARCHITECT/ENGINEER/CONSTRUCTION MANAGER IMMEDIATELY.
2. EXISTING SITE INFORMATION AND TOPOGRAPHIC SURVEY WAS PREPARED BY WOOLPERT INC., DATED
MAY 28, 2021. ANY SITE CHANGES/MODIFICATIONS MADE AFTER THIS SURVEY ARE NOT REFLECTED IN
THESE PLANS. CONTRACTOR TO NOTIFY WOOLPERT, INC. OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH CONSTRUCTION. ITEMS INDICATED AS PER RECORDS AND OUTSIDE THE SURVEY
LIMITS ARE BASED ON VARIOUS RECORD DRAWINGS PROVIDED BY THE OWNER, WOOLPERT IS NOT
RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES
(INCLUDING THOSE LABELED PER RECORDS) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH
MOVING OPERATIONS. INFORM ARCHITECT/ENGINEER/CONSTRUCTION MANAGER OF ANY CONFLICTS
DETRIMENTAL TO THE DESIGN INTENT.
4. 48 HOURS PRIOR TO COMMENCEMENT OF DIGGING, CONTRACTOR SHALL NOTIFY THE FOLLOWING
AGENCIES: THE INDIANA UTILITY PROTECTION SERVICES 811, AND ALL OTHER AGENCIES THAT MAY
HAVE UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS AND ARE NON-MEMBERS OF INDIANA
UNDERGROUND PROTECTION SERVICES.
5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH
APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING
PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND
PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO
INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN
CONNECTION WITH THE WORK.
6. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S
REPRESENTATIVE FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT
AND/OR EXISTING FACILITIES OCCURRING IN THE COURSE OF THE DEMOLITION AND CONSTRUCTION
DESCRIBED IN THE PLANS AND SPECIFICATIONS.
7. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH
LOCAL, STATE, & FEDERAL REGULATIONS.
8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL APPLICABLE PERMITS, AND
PAY ALL REQUIRED FEES PRIOR TO COMMENCING WORK.
9. ANY WORK PERFORMED IN CARMEL, INDIANA RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE
APPLICABLE CITY OF CARMEL, INDIANA REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN THE NECESSARY PERMITS FOR THE WORK, SCHEDULE NECESSARY
INSPECTIONS, AND PROVIDE THE NECESSARY TRAFFIC CONTROL MEASURES AND DEVICES, ETC., FOR
WORK PERFORMED IN THE RIGHT OF WAYS.
10. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE INDIANA DEPARTMENT
FOR ENVIRONMENTAL MANAGEMENT (IDEM) FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES) PERMIT AND FURNISH OWNERS REPRESENTATIVE WITH WRITTEN REPORTS. OWNER
WILL OBTAIN NPDES PERMIT.
11. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL, PRACTICES REQUIRED BY THE
CITY OF CARMEL AND THE IDEM.
12. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF
CONSTRUCTION AND ARE TO FINAL GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AND MULCHED
AS SOON AS PRACTICAL IN ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS ARE
SUPPLIED, USE INDOT SPECIFICATION ITEM 205.04.
13. ITEM NUMBERS REFER TO THE 2022 INDOT STANDARD SPECIFICATIONS, AND ALL CONSTRUCTION
WORK SHALL BE DONE ACCORDING TO SAID SPECIFICATIONS AND IN ACCORDANCE WITH APPLICABLE
STANDARDS OF THE CITY OF CARMEL. WHEN IN CONFLICT, THE CITY REQUIREMENTS SHALL PREVAIL.
14. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE LATEST REGULATIONS OF
THE AMERICANS WITH DISABILITIES ACT.
15. THE CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER
PERTINENT INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS
SET OF DOCUMENTS FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT.
16. BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER, ELECTRICAL CONDUIT, WATERLINE OR
ANY OTHER UTILITY, THE CONTRACTOR SHALL VERIFY ALL CROSSINGS, BY EXCAVATION WHERE
NECESSARY, AND INFORM THE OWNER AND THE ARCHITECT/ENGINEER/CONSTRUCTION MANAGER OF
ANY CONFLICTS. THE DESIGN ENGINEER WILL BE HELD HARMLESS IF NOT NOTIFIED OF DESIGN
CONFLICTS PRIOR TO CONSTRUCTION.
17. ADJUST OR RECONSTRUCT ALL EXISTING CASTINGS, CLEANOUTS, ETC. WITHIN PROJECT AREA TO
MEET PROPOSED GRADE AS REQUIRED.
18. CONTRACTOR TO REMOVE & REPLACE PAVEMENT AS SPECIFIED.
19. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND
REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK.
20. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. TAKE CARE TO
PROTECT UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES AS INDICATED, OR AS
NECESSARY FOR CONSTRUCTION.
21. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
22. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD
ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALL UTILITIES PRIOR TO INSTALLATION
OF PAVED SURFACES.
23. SITE WORK CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH TO ALL SURFACES. SITE
WORK CONCRETE SHALL BE CLASS A (4,000 PSI @ 28 DAYS) UNLESS OTHERWISE NOTED.
24. ALL DAMAGE TO EXISTING PAVEMENT, SIDEWALK, CURB, LANDSCAPING, UTILITIES, AND ANY OTHER
ITEMS TO REMAIN, WHICH RESULTS FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED
WITH LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE.
25. SITE DIMENSIONS SHOWN ARE TO THE BACK OF CURB, BUILDING, WALL, EDGE OF PAVEMENT, OR
COLUMN LINE UNLESS OTHERWISE NOTED.
26. COORDINATES ARE FOR BUILDING COLUMNS, EXTERIOR BUILDING WALLS, CENTERS OF DRIVEWAYS,
CENTER OF SANITARY SEWER MANHOLES, AND CENTER OF STRUCTURES PLACED SIX INCHES INSIDE
FACE OF CURB FOR DRAIN INLETS, UNLESS OTHERWISE NOTED.
27. CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD DRAWINGS ON-SITE DURING
CONSTRUCTION FOR DISTRIBUTION TO THE OWNER AND/OR OWNER'S REPRESENTATIVE UPON
COMPLETION.
28. REFER TO THE ARCHITECTURAL, PLUMBING & ELECTRICAL DRAWINGS FOR EXACT DIMENSIONS AND
LOCATIONS OF UTILITY SERVICE ENTRY LOCATIONS AND PRECISE BUILDING DIMENSIONS.
29. THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THE CONSTRUCTION IN
ACCORDANCE WITH THE CITY OF CARMEL. NO CHANGES TO THE SITE LAYOUT ARE ALLOWED
WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. CHANGES MADE TO THE SITE LAYOUT
WITHOUT APPROVAL IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. CHANGES INCLUDE BUT
ARE NOT LIMITED TO, INCREASED IMPERVIOUS PAVEMENT, ADDITION/DELETION OF PARKING SPACES,
MOVEMENT OF CURB LINES, CHANGES TO DRAINAGE STRUCTURES AND PATTERNS, LANDSCAPING,
ETC.
30. SITE SIGNAGE AND STRIPING SHALL BE IN ACCORDANCE WITH THE KENTUCKY MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
31. CONCRETE WALKS SHALL BE 4" THICK OVER PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF STANDARD INDOT SPECS. SEE CITY OF CARMEL STANDARD DETAIL 10-14 ON
SHEET C500.
DEMOLITION NOTES
1. ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION
SHALL BE REMOVED UNLESS NOTED OTHERWISE SPECIFIED WITHIN THIS CONSTRUCTION SET
AND/OR PROJECT MANUAL. THIS INCLUDES WALLS AND FOOTINGS. CAVITIES LEFT BY STRUCTURE
REMOVAL SHALL BE BACKFILLED WITH SATISFACTORY MATERIALS AND COMPACTED TO THE
GEOTECHNICAL ENGINEER'S RECOMMENDATION.
2. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD BY THE CONTRACTOR.
3. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF
CONSTRUCTION WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE.
4. TREE PROTECTION FENCING SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL STANDARDS - OR
- IN ACCORDANCE WITH THE DETAILED DRAWINGS. DO NOT OPERATE OR STORE EQUIPMENT, NOR
HANDLE OR STORE MATERIALS WITHIN THE DRIP LINES OF THE TREES SHOWN TO REMAIN.
5. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER
VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR
SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING
CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE, EXCESS FOOT OR
VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO
PROTECT TREES AND VEGETATION TO BE LEFT STANDING.
6. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE
CONTRACTOR UNLESS OTHERWISE DESIGNATED. ALL DEBRIS SHALL BE REMOVED BY THE
CONTRACTOR AND DISPOSED OF OFFSITE IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE
WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. TAKE CARE TO PROTECT UTILITIES
THAT ARE TO REMAIN. REPAIR DAMAGE ACCORDING TO THE APPROPRIATE UTILITY COMPANY
STANDARDS AND AT THE CONTRACTOR'S EXPENSE.
7. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT
SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY OR AGENCY. LOCAL UTILITY
CONTACTS ARE PROVIDED ON THIS SHEET.
8. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR
OBTAINS PRIOR LEGAL WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES.
9. EROSION & SEDIMENT CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE PROPERLY
INSTALLED AND FUNCTIONING PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION ACTIVITIES.
10. ASBESTOS OR HAZARDOUS MATERIAL ARE NOT EXPECTED. IF FOUND ON SITE, SUCH MATERIALS
SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL
NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED.
11. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION REGULATIONS DURING ALL DEMOLITION AND CONSTRUCTION ACTIVITIES.
12. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND
BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED
ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
13. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN.
ANY ITEMS TO REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION
SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.
14. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH
STATE DEPARTMENT OF TRANSPORTATION REGULATIONS, FAA REGULATIONS, AND AS REQUIRED BY
LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS, ETC.. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH LOCAL AND/OR
STATE AGENCIES REGARDING THE NEED, EXTENT AND LIMITATIONS ASSOCIATED WITH INSTALLING
AND MAINTAINING TRAFFIC CONTROL MEASURES.
15. PROVIDE STRAIGHT, FULL DEPTH, AND NEAT SAW CUTS OF EXISTING PAVEMENT WHERE INDICATED
ALONG LIMITS OF PAVEMENT DEMOLITION.
16. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT
SHALL BE COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED PROFESSIONAL, WHEN
APPLICABLE, WITH THE APPROPRIATE UTILITY COMPANY, MUNICIPALITY AND/OR AGENCY.
DEMOLITION OF REGULATED ITEMS MAY INCLUDE, BUT NOT LIMITED TO WELLS, ASBESTOS,
UNDERGROUND STORAGE TANKS, SEPTIC TANKS AND ELECTRIC TRANSFORMERS. DEMOLITION
CONTRACTOR SHALL REFER TO ANY ENVIRONMENTAL STUDIES FOR DEMOLITION
RECOMMENDATIONS AND GUIDANCE. AVAILABLE ENVIRONMENTAL STUDIES MAY INCLUDE, BUT ARE
NOT LIMITED TO PHASE I ESA, PHASE II ESA, WETLAND AND STREAM DELINEATION AND ASBESTOS
SURVEYS. ALL APPLICABLE ENVIRONMENTAL STUDIES SHALL BE MADE AVAILABLE UPON REQUEST.
17. ALL PAVEMENT, BASE COURSES, SIDEWALKS, CURBS, BUILDINGS, FOUNDATIONS, ETC., WITHIN THE
AREA THAT ARE INDICATED TO BE DEMOLISHED SHALL BE REMOVED TO FULL DEPTH. EXISTING BASE
COURSE MATERIALS MAY BE WORKED INTO THE NEW PAVEMENT OR BUILDING SUBGRADE IF THE
GRADATION, CONSISTENCY, COMPACTION, SUBGRADE CONDITION, ETC., ARE IN ACCORDANCE WITH
THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. BASE COURSE
MATERIALS SHALL NOT BE WORKED INTO THE SUBGRADE AREAS TO RECEIVE LANDSCAPING.
18. THE CONTRACTOR SHALL USE SUITABLE METHODS TO CONTROL DUST AND DIRT CAUSED BY THE
DEMOLITION ACTIVITIES.
SITE EARTHWORK NOTES
1. ALL PROPOSED GRADES SHOWN ARE FINAL GRADES, TOP OF GROUND LEVEL, OR TOP OF PAVEMENT,
OR GRATE ELEVATION AT THE DRAWDOWN POINT, UNLESS INDICATED OTHERWISE.
2. REFER TO AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED FOR
THIS PROJECT BY ALT & WITZIG ENGINEERING, INC. TITLED SUBSURFACE INVESTIGATION &
FOUNDATION RECOMMENDATIONS AND DATED NOVEMBER 5, 2021.
3. SITE BUILDING PAD EXCAVATION AND CONSTRUCTION TO BE PER GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS (REPORT DATED NOVEMBER 5, 2021). BUILDING PAD PREPARATION SHALL BEGIN
BY CLEARING AND REMOVAL OF UNSUITABLE MATERIAL FROM PAD SITE, THEN PLACEMENT AND
COMPACTION OF BACKFILL MATERIAL PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
4. ALL FILL UNDER PAVEMENT SHALL BE COMPACTED TO THE GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS (REPORT DATED NOVEMBER 5, 2021).
5. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
6. CONTRACTOR SHALL STRICTLY ADHERE TO THE EROSION & SEDIMENT CONTROL PLAN PREPARED
FOR THIS PROJECT.
7. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILING TOPSOIL,
MASS GRADING, EXCAVATION, FILLING, UNDERCUT AND REPLACEMENT, IF REQUIRED, AND
COMPACTION.
8. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SUITABLE MATERIAL AND COMPACT AS
RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
9. PLACE TOPSOIL OVER THE SUBGRADE OF UNPAVED, DISTRIBUTED AREAS TO A DEPTH INDICATED ON
THE LANDSCAPE PLANS (4" MINIMUM).
10. PAVEMENT SLOPES ACROSS ACCESSIBLE PARKING STALLS AND ADJOINING ACCESS AISLES SHALL BE
MAXIMUM 2% AND SHALL CONFORM TO THE LATEST REGULATIONS OF THE AMERICANS WITH
DISABILITIES ACT.
11. ALL AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH THE EROSION & SEDIMENT
CONTROL PLAN, UNLESS NOTED OTHERWISE.
12. COMPACTED FILLS ARE TO BE MADE TO A MINIMUM OF THREE FEET ABOVE THE CROWN OF ANY
PROPOSED SEWER PRIOR TO CUTTING OF TRENCHES FOR PLACEMENT OF SAID SEWERS. ALL FILLS
SHALL BE CONTROLLED, COMPACTED, AND INSPECTED BY AN APPROVED TESTING LABORATORY OR
AN INSPECTOR FROM THE APPROPRIATE GOVERNMENTAL AGENCY.
13. ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS
OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE
AT NO ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND
PERMIT REQUIREMENTS.
14. THE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SITE EARTHWORK BY IMPORTING OR
EXPORTING AS NECESSARY TO ACHIEVE DESIGN GRADES AND SPECIFICATIONS.
STORM DRAINAGE NOTES
1. DISTANCES SHOWN ON PIPING ARE HORIZONTAL DISTANCES FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE, UNLESS OTHERWISE NOTED, CONTRACTOR RESPONSIBLE FOR ACTUAL
FIELD CUT LENGTH.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION,
INSPECTION, TESTING AND FINAL ACCEPTANCE OF ALL NEW STORMWATER MANAGEMENT FACILITIES
CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH ALL APPLICABLE REGULATING AGENCIES
CONCERNING INSTALLATION, INSPECTION AND APPROVAL OF THE STORM DRAINAGE SYSTEM
CONSTRUCTION.
3. ALL STORMWATER MANAGEMENT FACILITIES, INCLUDING COLLECTION AND CONVEYANCE
STRUCTURES SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES
AND REGULATIONS.
4. ALL CATCH BASINS IN THE PAVEMENT OR CURB ARE TO HAVE A MINIMUM OF ONE, 4" PERFORATED
UNDERDRAIN EXTENDING FROM THE CATCH BASIN.
5. ANY FIELD TILE CUT IN EXCAVATION, WHICH DRAINS AN OFFSITE AREA, MUST BE TIED INTO THE
STORM DRAINAGE SYSTEM.
6. FOR EXACT LOCATION OF DOWNSPOUTS AND ROOF DRAINS, CONTRACTOR IS TO COORDINATE WITH
ARCHITECTURAL AND PLUMBING DRAWINGS.
7. ALL PROPOSED STORM SEWERS, SURFACE OR OTHER DRAINAGE FACILITIES ARE TO BE PRIVATE AND
MAINTAINED BY THE OWNER.
8. THE CONTRACTOR IS TO CONSTRUCT CURBS, CATCH BASINS, DOWNSPOUTS, PIPING AND
CONNECTION ETC. AS REQUIRED TO CONVEY THE ROOF AND PAVED SURFACE DRAINAGE TO THE
DETENTION BASIN.
9. ALL STORM STRUCTURES ARE INDOT TYPES UNLESS OTHERWISE INDICATED.
10. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY
THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE
APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE FIELD APPROVAL SUPPLEMENTAL APPROVAL BY THE
DESIGN ENGINEER. AN EXPLANATION OF ANY DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON
AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES.
APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS
OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF
CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT
EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
11. STORM SEWER IS TO BE BEDDED WITH CLEAN NO. 8 STONE MEETING THE MATERIAL REQUIREMENTS
OF INDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OF CARMEL DEPARTMENT OF
ENGINEERING AT TIME OF INSTALLATION. REFER TO SECTION 501.04 OF THE CITY OF CARMEL
STORMWATER TECHNICAL STANDARDS MANUAL.
12. ALL ONSITE STORM SEWERS WILL BE PRIVATE.
UTILITY NOTES
1. ALL PROPOSED UTILITY LINES AND EXTENSIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
THE CITY OF CARMEL SPECIFICATIONS. CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTIONS
WITH THE APPROPRIATE AGENCIES.
2. THE CONTRACTOR IS PARTICULARLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE
EXISTING UTILITIES SHOWN HEREON IS BASED ON TOPOGRAPHIC SURVEYS AND RECORD DRAWINGS.
THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING EXACT OR COMPLETE.
SHOULD UNCHARTED UTILITIES BE ENCOUNTERED DURING EXCAVATION OPERATIONS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR INSTRUCTIONS. THE
CONTRACTOR SHALL CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION AND REQUEST FIELD VERIFICATION OF UTILITY LOCATIONS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO RELOCATE EXISTING UTILITIES CONFLICTING WITH
IMPROVEMENTS SHOWN HEREON IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS GOVERNING SUCH OPERATIONS.
3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
4. MAINTAIN MINIMUM 10-FOOT HORIZONTAL AND MINIMUM 18-INCH VERTICAL SEPARATION BETWEEN
SANITARY SEWER, STORM SEWER AND WATER SUPPLY LINE, UNLESS OTHERWISE INDICATED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF
CONSTRUCTION FOR ALL UTILITY LINES SO THAT WATER LINES, GAS LINES, AND UNDERGROUND
ELECTRIC DO NOT CONFLICT WITH SANITARY SEWERS OR STORM SEWERS. INSTALL UTILITIES PRIOR
TO PAVEMENT CONSTRUCTION.
6. ALL TRENCH SPOILS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE
DESIGNATED.
7. SANITARY SEWER SHALL BE PVC-SDR 35 PER ASTM D-3034 OR APPROVED EQUAL (CONFORMING TO
THE TRICO TYPICAL SANITARY SEWER SPECIFICATIONS) INSTALLED AT A MINIMUM SLOPE OF ONE
PERCENT (1.00%) UNLESS OTHERWISE NOTED. SANITARY SERVICE SHALL BE INSTALLED AT A
MINIMUM DEPTH OF FOUR FEET (4') UNLESS OTHERWISE NOTED. A MINIMUM OF 18" CLEARANCE
SHALL BE MAINTAINED AT ALL WATERLINE & STORM SEWER CROSSINGS. SANITARY SERVICE JOINTS
SHALL CONFORM TO ASTM D-3212.
8. SANITARY SEWER IS TO BE BEDDED WITH CLEAN NO. 8 CRUSHED STONE FROM 6" BELOW TO 12"
ABOVE THE PIPE.
9. DISTANCES SHOWN FOR BOTH SANITARY AND STORM SEWER PIPES ARE MEASURED FROM CENTER
OF STRUCTURE, CONTRACTOR RESPONSIBLE FOR ACTUAL FIELD CUT LENGTH. COORDINATES FOR
STORM & SANITARY STRUCTURES ARE SHOWN TO THE CENTER STRUCTURE. UNLESS OTHERWISE
NOTED.
10. ROOF DRAINS, FOUNDATION DRAINS AND ALL OTHER CLEAR WATER CONNECTIONS TO THE SANITARY
SEWER SYSTEMS ARE PROHIBITED.
11. ADJUST ALL EXISTING UTILITY SURFACE FEATURES INCLUDING BUT NOT LIMITED TO CASTINGS,
VALVE BOXES, PEDESTALS, CLEANOUTS, ETC. TO MATCH PROPOSED FINISHED GRADES, UNLESS
OTHERWISE INDICATED.
12. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS OF ALL IMPROVEMENTS. INCLUDE AT LEAST
TWO DIMENSIONS TO EACH VALVE AND MANHOLE FROM KNOWN SITE FEATURES. DRAWINGS SHALL
INCLUDE HORIZONTAL AND VERTICAL INFORMATION ON ALL NEW UTILITIES AS WELL AS EXISTING
UTILITIES ENCOUNTERED.
13. MECHANICAL/ELECTRICAL CONTRACTORS SHALL BRING ALL UTILITIES 5' OUTSIDE BUILDING WALL.
COORDINATE WITH CONSTRUCTION MANAGER/ARCHITECT/ENGINEER/OWNER.
14. ALL WATERLINE CROSSINGS SHALL MAINTAIN A VERTICAL SEPARATION OF 18" MINIMUM. SANITARY
SEWER SHALL BE LOCATED A MINIMUM OF 18" BELOW WATERLINE AT ALL CROSSINGS. WATERLINE
SHALL BE LOCATED A MINIMUM OF 10' HORIZONTALLY FROM ANY SANITARY SEWER OR STORM
SEWER. ALL MEASUREMENTS SHALL BE TAKEN FROM OUTSIDE OF SEWER PIPE TO THE OUTSIDE OF
WATERLINE PIPE. ONE FULL LENGTH OF WATERLINE PIPE SHALL BE LOCATED AT ALL CROSSINGS TO
ENABLE BOTH JOINTS TO BE LOCATED AS FAR FROM SEWER AS POSSIBLE.
15. WATERLINE IS TO BE BEDDED WITH CLEAN GRANULAR MATERIAL-AGGREGATES HAND TAMPED TO 8
TO 12" ABOVE PIPE. BEDDING MATERIAL SHALL CONFORM TO INDOT 903.02, SIZE NO. 8.CKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805C001 GENERAL NOTES09/14/22
C100 DEMOLITION PLANCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805R
Know what'sbelow .Callbefore you dig.
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DEMOLITION NOTES
LEGEND
09/14/22
VANVANCOMPACTCOMPACTC200 SITE PLANCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805R
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LEGEND
SITE NOTES
SITE DATA
PARKING DATA
UPPER LEVEL ADA PARKING
UPPER
LEVEL
BIKE
PARKING
09/14/22
VANVANCOMPACTCOMPACT
C201 MAINTENANCE OF TRAFFICCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805R
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LEGEND
09/14/22
VANVANCOMPACTCOMPACTC300 GRADING PLANCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805LEGEND
GRADING NOTES
LEGEND
GRADING NOTES
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DETAIL
SECTION A-A
DRAINAGE SUMMARY
SECTION B-B
09/14/22
C301 EROSION CONTROL PLAN - PHASE 1CKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805R
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GENERAL NOTES
CONSTRUCTION SEQUENCE
LEGEND
09/14/22
VANVANCOMPACTCOMPACTC302 EROSION CONTROL PLAN - PHASE 2CKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805R
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GENERAL NOTES
CONSTRUCTION SEQUENCE
LEGEND
SOILS MAP
09/14/22
SEEDING SCHEDULE
EROSION CONTROL NOTES
·
·
·
SILT FENCE DETAIL
CONCRETE WASHOUT DETAIL
W = ___ FEET
SEDIMENT BARRIER LOG DETAIL
.
.
.
.CKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805C303 EROSION CONTROL DETAILS09/14/22
STOCKPILE EROSION CONTROL
EROSION CONTROL SCHEDULE
SHEET 1 OF 1
DRAWN
CHECKED
QA
MFG
APPROVED
DWG NO SIZE
SCALE
REV
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
DISTRIBUTED BY ADS
WWW.INLETFILTERS.COM
(866) 287-8655 PH
(630) 355-3477 FX
INFO@INLETFILTERS.COM
INSTALLATION:
1. REMOVE GRATE
2. DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3. REPLACE GRATE
IPP
IPP Flexstorm SpecificationsC
·
·
·
·
·
·
TEMPORARY CONSTRUCTION ENTRANCE DETAIL CKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805C304 EROSION CONTROL DETAILS09/14/22
C305 UTILITY PLANCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805LEGENDLEGEND
UTILITY NOTES
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KEY NOTES
09/14/22
C306 STORM NETWORK PROFILECKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805R
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NOTES: STORM SEWER PROFILE
STR. NO. 1.6 TO STR. NO. EX
09/14/22
STORM STRUCTURE TABLE
C307 STRUCTURE DATA TABLECKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805R
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NOTES:
09/14/22
VANVANCOMPACTCOMPACT(50)CA
(1)NS
(1)NS
(1)NS
(1)QR
(1)QR
(1)QR
(1)OV
(1)OV
(2)PT
(2)MS
(5)LM
(3)BU
(5)LM
(3)BU
(3)PLANTER WITH ANNUALS
(5)LM
(3)BU
(5)LM
(3)BU
(3)PLANTER WITH ANNUALS
(3)CK
(30)TH
(1)UA (1)UA (1)UA
(3)TH
(1)OV
(2)OV
(1)OV
(7)AR
C400 LANDSCAPE PLANCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805R
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* QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITIES OF PLANTS ON LANDSCAPE PLAN.
LANDSCAPE NOTES
TAG QTY SCIENTIFIC NAME COMMON NAME COND. SIZE REMARKS
SHADE TREE
CK 3 Cladrastis kentuckea American Yellowwood B&B 2" cal. 10'ht. 5'wd Full, well shaped
NS 3 Nyssa sylvatica 'Dave Odom'Afterburner Columnar Blackgum B&B 2" cal. 10'ht. 5'wd Full, well shaped
QR 3 Quercus robur 'Skyrocket'Skyrocket English Oak B&B 2" cal. 10'ht. 5'wd Full, well shaped
UA 3 Ulmus americana 'Princeton'Princeton American Elm B&B 2" cal. 10'ht. 5'wd Full, well shaped
ORNAMENTAL TREE
OV 6 Quercus robur English Oak B&B 2" cal. 10'ht. 5'wd Full, well shaped, single-stem
SHRUB
BU 12 Buxus x 'Gelencoe'Chicagoland Green Boxwood #3 cont.18"ht. x 18"wd.Full, vigorous
MS 2 Magnolia stellata 'Royal Star'Royal Star Magnolia B&B 36"ht. x 24"wd.Full, vigorous
TH 33 Taxus x media 'Hicksii'Hicks Yew #3 cont.18"ht. x 18"wd.Full, vigorous
PERENNIAL / ORNAMENTAL GRASS / GROUNDCOVER
AR 7 Ajuga reptans 'Bronze Beauty'Bronze Beauty Bugleweed 50/flat 18" on center
CA 50 Calamagrostis x acutfifolia 'Karl Foerester'Feather Reed Grass #2 cont.36" on center
LM 20 Liriope muscari 'Big Blue'Big Blue Liriope #1 cont.
PT 2 Pachysandra terminalis 'Green Carpet'Pachysandra 50/flat 18" on center
TREE GRATE
PLANTER
09/14/22
EXPANSION JOINT DETAIL
EXPANSION JOINT AT
BUILDING DETAIL
CONTROL JOINT
6" CONCRETE SLAB DETAIL
TYPICAL PAVEMENT SECTION
TRANSITION FROM SOG TO PRECAST
C500 DETAILSCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.580509/14/22
™
Phone (888) 344-9044 Fax (423) 826-2112
STORMWATER TREATMENT SOLUTIONS
www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-4 PCS Standard Detail
AS-4 PCS STD
02/05/15
Scale:
Drawn By:
Document:
Date:
JCW
1:20
U.S. Patent No. 6524473 and other Patent Pending
* Please see accompanied Aqua-Swirl
specification notes.
* See Site Plan for actual system orientation.
** Orientation may vary from 90°, 180°, or
custom angles to meet site conditions.
12"
[305 mm] PCS Max
A
Inlet66"
[1676 mm]
12"
[305 mm] PCS Max
66"
[1676 mm]
Outlet
A
Ø54"
[Ø1372 mm]
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Vent
Arched Baffle
Octagonal Base Plate
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Vent
Arched
Baffle
Slide riser over top ring
and bolt in 4 placesRiser
68"
[1727 mm]
104"
[2642 mm]
Swirl Inlet Swirl Outlet
Bedding
Undisturbed Soil
Backfill
6"
[152 mm]
18"
[457 mm]
Section A-A
Plan View
Grade (Rim)
30"
[762 mm]
Rim elevations to match finished
grade.
Manhole Frame and
Cover by Manufacturer.
(See Details)5"
[127 mm] MH Frame
Varies
90°**
Varies
Backfill shall extend at least 18
inch [457 mm] outward from
Swirl Concentrator and for the
full height of the Swirl
Concentrator (including riser)
extending laterally to
undisturbed soils. (See MH
Detail Below)
4 1/2"
[114 mm]
1/2" [13 mm]
1"
[25 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1"
[25 mm]
Unless other traffic barriers are present,
bollards shall be placed around access riser(s)
in non-traffic areas to prevent inadvertent
loading by maintenance vehicles.
Soil
Place small amount of
concrete [3,000 psi [20
MPa] (min)] to support
and level manhole frame.
DO NOT allow manhole
frame to rest upon riser.
Riser
Frame
Cover
48"
[1219 mm] Min.
12"
[305 mm]
Wrap Compressible Expansion
Joint Material to a minimum
1-inch [25 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Backfill (90%
Proctor Density)
Concrete Concrete8"
[203 mm]
Gravel Backfill Gravel Backfill
4 1/2"Cover
Frame
1" [25 mm] ThickExpansion JointMaterial30" [762 mm] Riser
#4 [13 mm] Rebar
@ 6" [152 mm]
Each Way 14"1/2"
3,000 psi [20 MPa]
(min) Concrete
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
If traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]
diameter, 14-inch [356 mm] thick reinforced concrete pad must be
placed over the Stormwater Treatment System Riser to support and
level the manhole frame, as shown. The top of riser pipe must be
wrapped with compressible expansion joint material to a minimum
1-inch [25 mm] thickness to allow transfer of wheel loads from
manhole cover to concrete slab. Manhole cover shall bear on concrete
slab and not on riser pipe. The concrete slab shall have a minimum
strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]
reinforcing steel as shown. Minimum cover over reinforcing steel shall
be 1-inch [25 mm]. Top of manhole cover and concrete slab shall be
level with finish grade.
Backfill (90%
Proctor Density)
48"
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Note: AS an alternative, 42-inch OD, HS-25
rated precast concrete rings may be
substituted. 14-inch thickness must be
maintained.
PRECAST CONCRETE WHEEL STOP
PIPE CROSSING ENCASEMENT DETAIL
ADA PAVEMENT SYMBOL
ADA PARKING SIGN
CONCRETE STOOP DETAIL (ADJACENT TO SIDEWALK)
CONCRETE STOOP DETAIL
FIRE HYDRANT ASSEMBLY
DIVERSION STRUCTURE DETAIL
C501 DETAILSCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.580509/14/22
TYPICAL CONSTRUCTION FOR
LATERAL CONNECTIONS
TYPE 1, 2 & 3
STR. NO. 1.6 OUTLET CONTROL STRUCTURE
PIPE CONNECTION
TO EXISTING MANHOLE
INLET TYPE "A"
(TYPICAL)
INLET TYPE "E"
MANHOLE TYPE "B"
CATCH BASIN TYPE "A"
C502 DETAILSCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.580509/14/22
C503 DETAILSCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.580509/14/22
1/4"x2"x16" BENT PLATE
ANCHOR WELDED TO TUBE
SECTION
8" THICK POURED
CONCRETE SLAB
TS 8 X 6 COLUMN - ONE
EACH SIDE OF GATE
(B-1)
BRICK VENEER TO
MATCH BUIILDING,
COLLAR JOINT ON
BLOCK WALL
6" DIA STEEL
BOLLARD
FILLED WITH
CONCRETE
10" POURED CONC. FTG. @
MIN. 42" BELOW GRADE W/
(2)- #4 BARS & TOP & BOTT.
(2)6"Ø CONCRETE
FILLED STEEL
BOLLARD
#4 BARS @ 16"
O.C. x 48" LONG
12" POURED
CONC. FTG. @
42" BELOW
GRADE W/ (2)-#4
BARS @ TOP &
BOT.
SLOPED STONE CAP
COLOR TO MATCH MAIN
BUILDING
BRICK VENEER
TO MATCH
BUILDING
8" THICK CONC.
SLAB ON 4"
GRANULAR FILL
(2)- #4 BARS
GATE HARDWARE
1x6 WP-6 CEDAR
VERTICAL SIDING ON
1/2" CDX PLYWOOD
ON EACH SIDE OF
2x6 WELDED TUBE
FRAME
1x6 WP-6 CEDAR
VERTICAL SIDING ON
1/2" CDX PLYWOOD
ON EACH SIDE OF
2x6 WELDED TUBE
FRAME
1/4"x2"x16" BENT PLATE
ANCHOR WELDED TO
TUBE SECTION
TS8x6 ANCHORED TO
SCREEN WALL CAP W/ 1/4"
STEEL PLATE- WELD & GRIND
BRICK VENEER TO
MATCH STYLE &
COLOR OF BUILDING
FOUNDATION
SLOPED STONE
CAP TO MATCH
BUILDING
HEAVY DUTY
OFFSET GATE
HINGE- (4) PER LEAF
TS8"x6"
ANCHORED TO
SCREEN WALL
1x6 WP-6 CEDAR
VERTICAL SIDING ON
1/2" CDX PLYWOOD
ON EACH SIDE OF
2x6 WELDED TUBE
FRAME
2"x6"x3/8" WELDED
TUBE FRAME
1x6 WOOD TRIM
BRICK VENEER TO
MATCH STYLE &
COLOR OF BUILDING
6' HIGH DUMPSTER
BEYOND 6' HIGH
DUMPSTER
BEYOND
6' HIGH
DUMPSTER
BEYOND
6' HIGH
DUMPSTER
DUMPSTER HGTENCLOSURE HGT.DUMPSTER ENCLOSURE
EXTERIOR
BUILDING WALL
TO PROVIDE 3RD
SIDE OF
DUMPSTER
ENCLOSURE
EXTERIOR
BUILDING WALL
TO PROVIDE 3RD
SIDE OF
DUMPSTER
ENCLOSURE
C504 DETAILSCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM PHASE II (1215)1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.580509/14/22