HomeMy WebLinkAboutCarmel High School Natatorium Full SetE. MAIN STREET KEYSTONE PARKWAYRANGELINE ROADE. 136th STREET
PROJECT SITE
PROJECT SITE
FANNING HOWEY
ASSOCIATES INC.
OWNERARCHITECT
THE SKILLMAN CORPORATION
CONSTRUCTION MANAGER
TLF ENGINEERS
SITE/CIVIL ENGINEER
CARMEL CLAY
SCHOOLS
COVER SHEET
REGULATORY REVIEW
CONSTRUCTION DOCUMENTS
CARMEL HIGH SCHOOL
NATATORIUM ADDITION AND RENOVATIONS
520 E. MAIN ST.
CARMEL, INDIANA 46032
LAKEPORTERLAPORTEST. JOSEPHELKHARTLAGRANGESTEUBENDEKALBNOBLEKOSCIUSKOMARSHALLSTARKEJASPERNEWTONPULASKIFULTONWHITLEYALLENADAMSWELLSHUNTINGTONWABASHMIAMICASSWHITEBENTONCARROLTIPPECANOEWARRENHOWARDGRANTBLACKFORDJAYRANDOLPHDELAWAREMADISONTIPTONCLINTONBOONEHAMILTONHANCOCKHENRYWAYNE
UNI ONFAYETTERUSHMONTGOMERYFOUNTAINPARKEVERMILLIONVIGOCLAYPUTNAMMORGANHENDRICKSMARIONJOHNSONSHELBYFRANKLINDECATURBARTHOLOMEWBROWNMONROEOWENGREENESULLIVANDEARBORNRIPLEYJENNINGSLAWRENCEMARTINORANGEWASHINGTONSCOTTJEFFERSON
SWI TZER
L
A ND
OHIO
CLARK
FLOYDHARRISONCRAWFORDPERRYDUBOISDAVIESSKNOXPIKEGIBSONSPENCERWARRICKPOSEYJACKSONVANDER-BURGH
STATE OF INDIANA
SITE LOCATION
VICINITY MAP LOCATION MAP
CIVIL SHEET INDEX
CS COVER SHEET
GD0.1 GENERAL NOTES AND LEGEND
GD0.2 OVERALL EXISTING CONDITIONS
SV-1 PARTIAL RETRACEMENT BOUNDARY SURVEY
SV-2 PARTIAL RETRACEMENT BOUNDARY SURVEY
SV-3 TOPOGRAPHIC SURVEY
SV-4 TOPOGRAPHIC SURVEY
SV-5 TOPOGRAPHIC SURVEY
GD1.0 OVERALL SITE DEMOLITION PLAN
GD1.1 SITE DEMOLITION PLAN - NORTH
GD1.2 SITE DEMOLITION PLAN - SOUTH
G0.1 MASTER PARKING PLAN
G1.0 OVERALL SITE PLAN
G1.1 SITE PLAN - NORTH
G1.2 SITE PLAN - SOUTH
G1.7 SITE PLAN - MURRAY FIELD PARKING LOT
G2.0 OVERALL GRADING PLAN
G2.1 GRADING PLAN - NORTH
G2.2 GRADING PLAN - SOUTH
G3.0 OVERALL EROSION CONTROL PLAN
G3.1 EROSION CONTROL PLAN - NORTH
G3.2 EROSION CONTROL PLAN - SOUTH
G3.3 STORMWATER POLLUTION PREVENTION PLAN
G3.4 EROSION CONTROL DETAILS
G4.1 SITE DETAILS
G4.2 SITE DETAILS
G4.3 SITE DETAILS
G4.4 SITE DETAILS
SU1.0 OVERALL UTILITY PLAN
SU1.1 UTILITY PLAN - NORTH
SU1.2 UTILITY PLAN - SOUTH
SU1.3 UTILITY PLAN - GAS SERVICE
SU2.1 UTILITY DETAILS
SU2.2 UTILITY DETAILS
SU2.3 UTILITY DETAILS
SU2.4 UTILITY DETAILS
SU2.5 UTILITY DETAILS
SU2.6 UTILITY DETAILS
L1.0 LANDSCAPE PLAN
L2.0 LANDSCAPE DETAILS
E2.01 ELECTRICAL SITE PLAN
E2.02 ELECTRICAL SITE PLAN
E2.03 ELECTRICAL SITE PLAN
A1.01 ARCHITECTURAL FLOOR PLAN
A1.02 ARCHITECTURAL FLOOR PLAN
A2.01 ROOF PLAN
A2.02 SECTIONS
A3.01 BUILDING ELEVATIONS
REV.
NO. DESCRIPTION DATE
3901 W 86TH ST., SUITE 200
INDIANAPOLIS, IN 46268
CONTACT: PETE RANKOVICH, P.E.
PHONE: (317) 334-1500
EMAIL: prankovich@tlf-engineers.com
3834 S. EMERSON AVE., BLDG A
INDIANAPOLIS, IN 46203
CONTACT: TYLER BARKER
PHONE: (317) 474-2288
EMAIL: tbarker@skillman.com
5185 E. MAIN ST.
CARMEL, INDIANA 46033
CONTACT: TODD FENOGLIO
PHONE: (317) 844-8207
EMAIL: tfenogli@ccs.k12.in.us
350 EAST NEW YORK STREET, SUITE 300
INDIANAPOLIS, INDIANA 46204
CONTACT: CHERYL SYDZYIK, RA
PHONE: (317) 848-0966, 10344
EMAIL: csydzyik@fhai.com
PROJECT NUMBER: 220014.00
PROJECT ISSUE DATE: 11.17.2021
DRAWN BY: HHW
TAC SUBMITTAL 11/17/2021A
PROJECT INFORMATION
ADDENDUM #1 01/25/20221
02/01/20222 ADDENDUM #2
03/15/20223 TAC REVIEW COMMENTS
05/20/22
E. MAIN STREET KEYSTONE PARKWAYRANGELINE ROADE. 136th STREET
PROJECT SITE
PROJECT SITE
FANNING HOWEY
ASSOCIATES INC.
OWNERARCHITECT
THE SKILLMAN CORPORATION
CONSTRUCTION MANAGER
TLF ENGINEERS
SITE/CIVIL ENGINEER
CARMEL CLAY
SCHOOLS
COVER SHEET
REGULATORY REVIEW
CONSTRUCTION DOCUMENTS
CARMEL HIGH SCHOOL
NATATORIUM ADDITION AND RENOVATIONS
520 E. MAIN ST.
CARMEL, INDIANA 46032
LAKEPORTERLAPORTEST. JOSEPHELKHARTLAGRANGESTEUBENDEKALBNOBLEKOSCIUSKOMARSHALLSTARKEJASPERNEWTONPULASKIFULTONWHITLEYALLENADAMSWELLSHUNTINGTONWABASHMIAMICASSWHITEBENTONCARROLTIPPECANOEWARRENHOWARDGRANTBLACKFORDJAYRANDOLPHDELAWAREMADISONTIPTONCLINTONBOONEHAMILTONHANCOCKHENRYWAYNE
UNI ONFAYETTERUSHMONTGOMERYFOUNTAINPARKEVERMILLIONVIGOCLAYPUTNAMMORGANHENDRICKSMARIONJOHNSONSHELBYFRANKLINDECATURBARTHOLOMEWBROWNMONROEOWENGREENESULLIVANDEARBORNRIPLEYJENNINGSLAWRENCEMARTINORANGEWASHINGTONSCOTTJEFFERSON
SWI TZER
L
A ND
OHIO
CLARK
FLOYDHARRISONCRAWFORDPERRYDUBOISDAVIESSKNOXPIKEGIBSONSPENCERWARRICKPOSEYJACKSONVANDER-BURGH
STATE OF INDIANA
SITE LOCATION
VICINITY MAP LOCATION MAP
CIVIL SHEET INDEX
CS COVER SHEET
GD0.1 GENERAL NOTES AND LEGEND
GD0.2 OVERALL EXISTING CONDITIONS
SV-1 PARTIAL RETRACEMENT BOUNDARY SURVEY
SV-2 PARTIAL RETRACEMENT BOUNDARY SURVEY
SV-3 TOPOGRAPHIC SURVEY
SV-4 TOPOGRAPHIC SURVEY
SV-5 TOPOGRAPHIC SURVEY
GD1.0 OVERALL SITE DEMOLITION PLAN
GD1.1 SITE DEMOLITION PLAN - NORTH
GD1.2 SITE DEMOLITION PLAN - SOUTH
G0.1 MASTER PARKING PLAN
G1.0 OVERALL SITE PLAN
G1.1 SITE PLAN - NORTH
G1.2 SITE PLAN - SOUTH
G1.7 SITE PLAN - MURRAY FIELD PARKING LOT
G2.0 OVERALL GRADING PLAN
G2.1 GRADING PLAN - NORTH
G2.2 GRADING PLAN - SOUTH
G3.0 OVERALL EROSION CONTROL PLAN
G3.1 EROSION CONTROL PLAN - NORTH
G3.2 EROSION CONTROL PLAN - SOUTH
G3.3 STORMWATER POLLUTION PREVENTION PLAN
G3.4 EROSION CONTROL DETAILS
G4.1 SITE DETAILS
G4.2 SITE DETAILS
G4.3 SITE DETAILS
G4.4 SITE DETAILS
SU1.0 OVERALL UTILITY PLAN
SU1.1 UTILITY PLAN - NORTH
SU1.2 UTILITY PLAN - SOUTH
SU1.3 UTILITY PLAN - GAS SERVICE
SU1.4 UTILITY PLAN - EXISTING POOL DRAIN
SU2.1 UTILITY DETAILS
SU2.2 UTILITY DETAILS
SU2.3 UTILITY DETAILS
SU2.4 UTILITY DETAILS
SU2.5 UTILITY DETAILS
SU2.6 UTILITY DETAILS
L1.0 LANDSCAPE PLAN
L2.0 LANDSCAPE DETAILS
E2.01 ELECTRICAL SITE PLAN
E2.02 ELECTRICAL SITE PLAN
E2.03 ELECTRICAL SITE PLAN
A1.01 ARCHITECTURAL FLOOR PLAN
A1.02 ARCHITECTURAL FLOOR PLAN
A2.01 ROOF PLAN
A2.02 SECTIONS
A3.01 BUILDING ELEVATIONS
REV.
NO. DESCRIPTION DATE
3901 W 86TH ST., SUITE 200
INDIANAPOLIS, IN 46268
CONTACT: PETE RANKOVICH, P.E.
PHONE: (317) 334-1500
EMAIL: prankovich@tlf-engineers.com
3834 S. EMERSON AVE., BLDG A
INDIANAPOLIS, IN 46203
CONTACT: TYLER BARKER
PHONE: (317) 474-2288
EMAIL: tbarker@skillman.com
5185 E. MAIN ST.
CARMEL, INDIANA 46033
CONTACT: TODD FENOGLIO
PHONE: (317) 844-8207
EMAIL: tfenogli@ccs.k12.in.us
350 EAST NEW YORK STREET, SUITE 300
INDIANAPOLIS, INDIANA 46204
CONTACT: CHERYL SYDZYIK, RA
PHONE: (317) 848-0966, 10344
EMAIL: csydzyik@fhai.com
PROJECT NUMBER: 220014.00
PROJECT ISSUE DATE: 11.17.2021
DRAWN BY: HHW
TAC SUBMITTAL 11/17/2021A
PROJECT INFORMATION
05/20/22
GENERAL
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL FEDERAL,
STATE, COUNTY, CITY, AND LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED
UNLESS OTHERWISE NOTED. THIS SHALL INCLUDE ALL SUBMITTALS AS
REQUIRED INCLUDING STORMWATER RUNOFF CONTROL (RULE 5). THE
CONTRACTOR IS RESPONSIBLE FOR PAYING FOR ALL REQUIRED PERMITS BY
ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THE
CONTRACT OR SPECIFICATIONS.
3. CONTRACTOR SHALL VERIFY DATE OF PLANS WITH ENGINEER PRIOR TO
CONSTRUCTION TO ENSURE USE OF CURRENT PLANS.
4. ALL QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
BIDDING CONTRACTORS.
5. PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROM
DISTURBANCE DURING CONSTRUCTION.
SITE LAYOUT
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM
THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
2. DIMENSIONS SHOWN ARE TO FACE OF CURB AND TO FACE OF BUILDING UNLESS
NOTED OTHERWISE.
3. RADII NOT DIMENSIONED ARE TO BE 5'.
4. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
5. REFER TO APPROPRIATE SITE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
6. TAPER CURB HEIGHT TO 1" IN FINAL 2' OF ALL CURB ENDINGS OR AS NOTED ON
PLANS.
7. EXACT LOCATION OF SIGNS TO BE COORDINATED WITH OWNER AND APPROVED
PRIOR TO INSTALLATION.
8. SITE BOUNDARY, TOPOGRAPHY, UTILITY, STRUCTURES AND ROAD INFORMATION
TAKEN FROM A SURVEY PREPARED BY CEC, DATED AUGUST 3, 2020, AND IS
INCLUDED ON SHEETS SV-1 THRU SV-4.
GRADING AND EARTHWORK
1. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,
CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA.
EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLE
INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH
THE APPLICABLE UTILITY COMPANY) IS THE RESPONSIBILITY OF THE
CONTRACTOR.
2. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
3. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER
FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH MOVING
OPERATIONS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL
CONDITIONS PRIOR TO BIDDING.
5. CONTRACTOR SHALL VERIFY WITH OWNER EXACT LOCATION AND DEPTH OF ALL
PRIVATE/OWNER INSTALLED UTILITIES PRIOR TO CONSTRUCTION.
6. DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A
MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE AS REQUIRED.
7. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY
COVER REQUIREMENTS BY UTILITY CONTRACTOR AND/OR UTILITY COMPANIES SO
AS NOT TO CAUSE DAMAGE.
8. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE.
ALL VERIFICATIONS (LOCATIONS, SIZE AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND
OBSERVE DURING CONSTRUCTION.
9. EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF THE CHARACTER OF
SURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. UNCLASSIFIED
EXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL MATERIALS, AND
OBSTRUCTIONS.
10. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS,
FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING THE PROJECT
SITE AND SURROUNDING AREA. REROUTE SURFACE WATER RUNOFF AWAY FROM
EXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS.
DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES.
11. STOCKPILE BULK MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUT
INTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE
WATER. COVER TO PREVENT WINDBLOWN DUST AND EROSION BY WATER. DO
NOT STORE WITHIN DRIP LINE OF TREES THAT WILL REMAIN.
12. CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THE
UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY
COMPANIES.
13. THE CONTRACTOR SHALL PROVIDE AT LEAST 18"' OF COVER OVER ALL STORM
SEWERS, UNLESS OTHERWISE INDICATED BY PLANS.
14. PROVIDE COMPACTED "B" BORROW BACKFILL OVER ALL UTILITIES IN PAVED
AREAS.
15. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND
NEW GRADES.
16. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED
UPON BY PARTIES CONCERNED.
17. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVE
BOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.
18. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"
CONDITIONS.
19. MAXIMUM LAWN SLOPE SHALL BE 4:1.
20. DURING FINISH GRADING, ELIMINATE RILLS AND GULLIES. REMOVE ALL STONES,
RUBBLE, STICKS, WIRE, PLANT MASS AND DEBRIS OVER 1 INCH IN ANY DIMENSION,
AS WELL AS OBVIOUS QUANTITIES OF SMALL STONE.
21. REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE
COMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED,
SETTLED, OR WHERE COMPACTION IS LOST DUE TO SUBSEQUENT
CONSTRUCTION OPERATIONS OR WEATHER CONDITIONS.
22. ADD ADDITIONAL TOPSOIL AND GRADE AS NECESSARY IN AREAS OF SETTLEMENT
AND EROSION, AND AS REQUIRED TO MEET FINISH GRADE.
DEMOLITION
1. DEMOLITION PERMIT WILL BE PROCURED BY THE SUBCONTRACTOR AND COST
SHALL BE INCLUDED AS PART OF THEIR WORK.
2. DURING DEMOLITION PROCESS, EROSION CONTROL MEASURES SHALL BE
ESTABLISHED. THESE SHALL INCLUDE TREATMENT OF DUST AND POTENTIAL
STORMWATER DISCHARGE. REFER TO EROSION CONTROL DRAWINGS.
3. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS OR
AS REQUIRED BY THE PROJECT. THE MATERIALS REMOVED FROM THE SITE
SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL,
STATE, AND OR LOCAL LAWS AND ORDINANCES.
4. EXISTING ITEMS TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE
CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED,
RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL
DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL
CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY
OR LOCAL REGULATIONS.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY
COMPANIES AND DEPARTMENTS 72 HOURS BEFORE DEMOLITION IS TO START
TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS,
LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY
COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO
A REPRESENTATIVE OF THE UTILITY MAY BE PRESENT DURING THE
EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH
UTILITY COMPANY AND OR AGENT WHO IS RESPONSIBLE TO REMOVE OR
RELOCATE EACH EXISTING UTILITY. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO BEAR THE COST FOR THE REMOVAL, TERMINATION OR
RELOCATION OF UTILITIES IF THE RESPONSIBILITY IS NOT COVERED BY THE
UTILITY COMPANY.
7. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE
REMOVED OR ABANDONED IN PLACE.
8. REMOVAL OF EXISTING CONCRETE OR OTHER PAVED AREAS INDICATED ON
THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. AREAS TO BE
REMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL
NON-ORGANIC MATTER THAT WOULD INTERFERE WITH THE GROWTH OF TURF
OR PLANT MATERIAL.
9. ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND
AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS
OF ALL EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILITY AND
MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY
OR BY A PRIVATE UNDERGROUND UTILITY LOCATING COMPANY PRIOR TO THE
START OF DEMOLITION ACTIVITIES.
10. SAW CUT THE EDGES OF PAVED AREAS CLEAN, NEAT AND TRUE TO LINE SO NO
UNWANTED CHIPPING OR BREAKING OF EXISTING PAVEMENT TO REMAIN WILL
OCCUR.
11. UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION,
NEATLY SAW-CUT ALONG LINE OF EXISTING PAVEMENT TO REMAIN BEFORE
REMOVING ADJACENT EXISTING PAVEMENT. SAW-CUT FACES VERTICALLY.
12. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION TO
ACCUMULATE ON THE JOB SITE FOR MORE THAN 48 HOURS. REMOVE AND
DISPOSE OF IN A LEGAL MANNER.
13. GRIND DOWN STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS TO A
DEPTH OF 18 INCHES BELOW EXPOSED SUBGRADE.
14. FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH
SATISFACTORY SOIL MATERIAL UNLESS FURTHER EXCAVATION OR
EARTHWORK IS INDICATED.
15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND
REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED,
SPILLED OR WIND BLOWN FROM THIS SITE ONTO OTHER SITES, RIGHT OF
WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS OR
SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY.
THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE
DEMOLITION SCHEDULE. WATER MAY BE USED AS A REDUCER.
16. THE CONTRACTOR SHALL DOCUMENT THE FINAL DISPOSITION OF ALL
MATERIALS REMOVED FROM THE SITE.
17. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THESE DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY
TO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEW
CONSTRUCTION.
1. ALL EROSION CONTROL PLANNING AND IMPLEMENTATION OF PROTECTIVE
MEASURES SHALL BE IN ACCORDANCE WITH THE STANDARDS AND PROCEDURES
OUTLINED IN THE IDEM "INDIANA STORM WATER QUALITY MANUAL".
2. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE AND
REPAIR OF ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
DURING EARTHMOVING OPERATIONS.
3. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK
AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE
LEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVED
AREAS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL AND LIMIT THE TRACKING
OF SILT AND SEDIMENT OFFSITE. THE CONTRACTOR SHALL BROOM AND COLLECT
TRACKED SILT AND SEDIMENT IMMEDIATELY UPON DISCOVERY THE MATERIAL.
5. DO NOT COMMENCE SITE CLEARING OR EARTH MOVING OPERATIONS UNTIL
TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
6. DUST CONTROL IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL INCLUDE
CONSTANT AND REPETITIVE APPLICATION OF WATERING AND STREET SWEEPING.
7. THE CONTRACTOR SHALL TEMPORARILY SEED ALL DISTURBED AREAS PLANNED
FOR A PERIOD OF INACTIVITY EXCEEDING 15 DAYS.
EROSION CONTROL
SITE UTILITIES
1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION, EXISTING DRAWINGS AND PRIVATE UNDERGROUND UTILITY
LOCATING SERVICES. THE ENGINEER MAKES NO GUARANTEES THAT THE
UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT
THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED
ALTHOUGH THE ENGINEER DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM THE INFORMATION MADE AVAILABLE. THE
ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. AN
UNDERGROUND UTILITY REPORT IS INCLUDED IN THE CONSTRUCTION
DOCUMENTS.
2. CONTRACTOR SHALL VERIFY EXISTING STORM AND SANITARY SEWER
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION
TO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESE
PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER.
3. CONSTRUCTION OF ALL STORM AND SANITARY SEWER LINES AND STRUCTURES
SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES AND
REGULATIONS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE
CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
5. EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLE
INFORMATION. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO
LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED
CONSTRUCTION AREA. THE LOCATION AND PROTECTION OF UTILITY
STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION IS
THE RESPONSIBILITY OF THE CONTRACTOR.
6. CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THE
UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY
COMPANIES. CONTRACTOR SHALL SLEEVE ALL PIPING AT FOOTINGS AND BELOW
GRADE WALLS. SLEEVES SHALL BE WATER TIGHT. COORDINATE ALL WALL
PENETRATIONS WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
PLANS.
7. CONTRACTOR SHALL VERIFY WITH OWNER THE EXACT LOCATION AND DEPTH OF
ALL PRIVATE/OWNER-INSTALLED UTILITIES PRIOR TO CONSTRUCTION.
8. CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL PLANS FOR INVERT ELEVATIONS AND EXACT LOCATION OF
DOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES,
ELECTRICAL LINES, TELECOM LINES, TRANSFORMER PADS OR POLES, ETC.
9. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM.
10. INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENT
INDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPING
FACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND COUPLINGS
ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO
MANUFACTURER'S WRITTEN INSTRUCTIONS FOR USE OF LUBRICANTS, CEMENTS,
AND OTHER INSTALLATION REQUIREMENTS.
11. INSTALL MANHOLES FOR CHANGES IN DIRECTION UNLESS FITTINGS ARE
INDICATED. USE FITTINGS FOR BRANCH CONNECTIONS UNLESS DIRECT TAP INTO
EXISTING SEWER IS INDICATED.
12. PVC AND HDPE STORM SEWER PIPE TO BE INSTALLED ONLY AT LOCATIONS
INDICATED AND SHALL NOT BE SUBSTITUTED FOR LOCATIONS WHERE RCP PIPE IS
SPECIFIED.
13. THE CONTRACTOR SHALL PROVIDE AT LEAST 18" OF COVER OVER ALL STORM
SEWERS, UNLESS OTHERWISE INDICATED BY PLANS.
14. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE
PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL
CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE (SDR 21)
SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS WITHIN 10' OF THE
WATER LINE. THE WATER LINES SHALL BE INSTALLED ABOVE THE SEWER
WHEREVER POSSIBLE.
15. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION
DISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED
OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR
PLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS.
16. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVE
BOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.
17. ANY STORM DRAIN, FIELD TILE, OR UTILITY ENCOUNTERED DURING
CONSTRUCTION SHALL BE RELOCATED AND POSITIVE DRAINAGE MAINTAINED
UNLESS OTHERWISE NOTED TO REMAIN. NOTIFY ENGINEER IF ANY DRAINS ARE
ENCOUNTERED.
18. ALL PAVEMENT CUT DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS,
ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE
PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING
SECTION.
LANDSCAPING
1. PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UNDERGROUND UTILITIES & SHALL AVOID DAMAGE TO ALL
UTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR IS
RESPONSIBLE FOR REPAIRING ANY & ALL DAMAGE TO THE UTILITIES, STRUCTURES,
SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE
CONSTRUCTION.
2. LANDSCAPE CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
3. THE PLANT COUNTS INDICATED ON DRAWINGS ARE FOR LANDSCAPE ARCHITECT'S USE
ONLY. LANDSCAPE CONTRACTOR SHALL MAKE THEIR OWN PLANT QUANTITY
TAKEOFFS USING DRAWINGS, SPECIFICATIONS, AND PLANT SCHEDULE REQUIREMENTS
(I.E., SPACING), UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT.
CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE
QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. PLANT MATERIAL
QUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAY
BE NEEDED TO MEET SPACING REQUIREMENTS AND FIELD CONDITIONS. IN CASE OF
DISCREPANCIES BETWEEN PLAN AND PLANT LIST, THE PLAN SHALL DICTATE.
4. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO
BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO
BID DATE IN WRITING.
5. DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES, UTILITIES, WALKWAYS
AND PAVEMENTS, OR ON EXISTING TURF AREAS OR PLANTS.
6. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER
CONDITIONS PERMIT PLANTING TO BE PERFORMED WHEN BENEFICIAL AND OPTIMUM
RESULTS MAY BE OBTAINED.
7. SUSPEND PLANTING OPERATIONS DURING PERIODS OF EXCESSIVE SOIL MOISTURE
UNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS TO ATTAIN THE
REQUIRED RESULTS.
8. UNIFORMLY MOISTEN EXCESSIVELY DRY SOIL THAT IS NOT WORKABLE OR WHICH IS
DUSTY.
9. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREA IN
AN ORDERLY CONDITION.
10. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES,
TREES, SHRUBS, AND PLANTINGS FROM DAMAGE CAUSED BY PLANTING OPERATIONS
AND FROM HYDROSEEDING AND HYDROMULCHING OVERSPRAY. PROMPTLY REPAIR
ANY DAMAGE CAUSED BY PLANTING OPERATIONS.
11. ESTABLISH TREE PROTECTIONS ZONES AS REQUIRED BY SPECIFICATIONS.
12. EARTHWORK CONTRACTOR SHALL INSTALL 12" OF TOPSOIL IN ALL PROPOSED BED
AREAS. CONTRACTOR SHALL COORDINATE QUANTITY AND PLACEMENT OF TOPSOIL.
SUBCONTRACTOR SHALL VERIFY DEPTH OF TOPSOIL PRIOR TO PLANT INSTALLATION.
REFER TO SPECIFICATIONS FOR TOPSOIL TESTING AND PLACEMENT REQUIREMENTS.
REPLACEMENT SOIL SHALL BE COMPRISED OF 1 PART ORIGINAL, 2 PARTS HUMUS, 1
PART COMPOSTED CATTLE MANURE, 1 PART CLEAN COARSE CUT SAND, AND 1 POUND
OF FERTILIZER (12-12-12 NPK BALANCED) PER 10 SQ. FT. - WORKED WELL INTO SOIL.
13. RECONDITION SOIL AND SEED/RE-SEED ALL AREAS DISTURBED BY CONSTRUCTION
ACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (I.E., ASPHALT
PAVEMENT, CONCRETE SLAB, PLANTING BED ETC.). ALL DISTURBED LAWN AREAS TO
RECEIVE 4" OF TOPSOIL IN ADDITION TO SOIL AMENDMENTS AS PART OF
RECONDITIONING.
14. ALL PLANTS & PLANTING AREAS TO RECEIVE 3" MINIMUM OF SHREDDED HARDWOOD
BARK MULCH (UNLESS OTHERWISE NOTED). MULCH SHALL BE UNIFORM IN TEXTURE
AND COLOR. NO PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
15. ALL DISTURBED AREAS SHALL BE SEEDED PER SPECIFICATIONS.
16. ALL GRASS AND/OR LANDSCAPING DISTURBED BY NEW CONSTRUCTION SHALL BE
RESTORED TO ORIGINAL OR BETTER CONDITION.
MAINTENANCE OF TRAFFIC
1. THE MAINTENANCE OF TRAFFIC (MOT) EFFORTS CONDUCTED BY THE CONTRACTOR
WILL INCLUDE PROVIDING, MANAGING AND MAINTAINING EQUIPMENT AND PERSONNEL
NECESSARY FOR MAINTAINING SAFE TRAFFIC CONDITIONS AT ALL TIMES DURING THE
PROJECT. TRAFFIC MAINTENANCE INCLUDES BOTH PROTECTING THE TRAVELING
PUBLIC APPROACHING THE SITE AND INCORPORATING SAFE AND EFFICIENT
CIRCULATION WITHIN THE CONSTRUCTION AREA.
2. THE CONTRACTOR SHALL FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL
SIGNS AND DEVICES DURING THE HOURS OF CONSTRUCTION OPERATIONS AND AT ALL
OTHER TIMES IN ACCORDANCE WITH LOCAL AND INDOT STANDARDS. IN ADDITION TO
THE LOCAL AND STATE STANDARDS, THE CONTRACTOR SHALL CONSULT THE U.S. DOT,
FHA, AND MUTCD REGULATIONS REGARDING THE TYPE AND PLACEMENT OF TRAFFIC
CONTROL DEVICES.
3. THE CONTRACTOR SHALL PROVIDE ALL DEVICES NECESSARY AND INSTALL
TEMPORARY VEHICLE ROUTES, DETOURS AND RUNAROUNDS TO MAINTAIN THE
OWNER'S ONGOING ACTIVITIES. MODIFICATIONS AND TEMPORARY SHUTDOWNS FOR
THESE TRAFFIC ROUTES SHALL FIRST BE COORDINATED WITH THE OWNER.
4. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR
USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING
JURISDICTION.
5. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF
REQUIRED BY OWNER OR AUTHORITIES HAVING JURISDICTION.
6. ALL SIDEWALK CLOSURES REQUIRE A SIGNED ALTERNATIVE ROUTE FOR PEDESTRIANS.
7. MAINTAIN FIRE, AMBULANCE AND POLICE VEHICLE ACCESS TO THE BUILDINGS AT ALL
TIMES DURING CONSTRUCTION.
8. ALL REQUIRED COMMUNICATION, PERMITS OR NOTICES NEEDED BY THE LOCAL FIRE,
POLICE AND CITY OFFICES WILL REMAIN THE CONTRACTOR'S RESPONSIBILITY. THE
CONTRACTOR SHALL DETERMINE IF ANY LOCAL ROAD RESTRICTIONS ON WEIGHT OR
OTHERWISE EXISTS BEFORE DIRECTING INCOMING AND OUTGOING CONSTRUCTION
TRAFFIC.
9. SIGNS AND DEVICES SHOWN ON THE MAINTENANCE OF TRAFFIC PLAN REPRESENT THE
MINIMUM STANDARDS. ADDITIONAL SIGNS AND ADJUSTMENTS TO LOCATION MAY BE
REQUIRED TO ADDRESS CHANGING FIELD CONDITIONS.
10. PROMPTLY REMOVE TEMPORARY TRAFFIC CONTROL WHEN SIGNS AND DEVICES NO
LONGER SERVE ANY PURPOSE.
11. TEMPORARY FACILITIES, INCLUDING REROUTING PEDESTRIAN PATHS AROUND THE
WORK SITE ARE THE CONTRACTOR'S RESPONSIBILITY AND WILL BE BASED ON THE
OWNER'S NEEDS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER
REGARDING SITE ACCESS AND PEDESTRIAN MOVEMENT AROUND THE CONSTRUCTION
SITE PRIOR TO PLACING CONSTRUCTION FENCING, GATES AND EQUIPMENT OR
MATERIALS ON SITE.
12. THE LOCATION OF CONSTRUCTION LAYDOWN AREAS MUST FIRST BE APPROVED BY
THE OWNER. LAYDOWN AREAS SHALL BE FENCED AND PROTECTED FROM THE
SURROUNDING PROPERTIES.
13. CONSTRUCTION ONSITE JOB TRAILERS SHALL BE COORDINATED WITH THE OWNER.
FOR TRAILERS WITH PLUMBING, THE UNITS SHALL BE SERVED BY EITHER A PROPERLY
PERMITTED SANITARY SEWER LATERAL OR TEMPORARY WASTE STORAGE REVIEWED
AND APPROVED BY BOTH THE OWNER AND THE LOCAL AUTHORITIES.
GENERAL NOTES
GD0.1
GENERAL NOTES
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
TBM#4 = 810.78 HARROWGATE ADDITIONP.B. 2, PG. 203-205
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PARCEL 7
PARCEL 8 BENCHMARKS:
FLOOD NOTE:
UTILITY NOTE:
LEGEND:
40 1200 40 80
GD0.2
OVERALL EXISTING CONDITIONS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1. REFER TO TOPOGRAPHIC SURVEY SHEETS SV-3, SV-4 AND SV-5 FOR
EXISTING CONDITION INFORMATION.
2. REFER TO BOUNDARY SURVEY SHEET SV-1 FOR BOUNDARY LINES,
EASEMENTS AND HORIZONTAL BENCHMARK INFORMATION.
3. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE
PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED.
4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS,
LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER.
GENERAL NOTES
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
05/20/22
HARROWGATE ADDI TI ONP.B. 2, PG. 203-205
LOT 1
LOT 48
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 5
PARCEL 7PARCEL 8
ADJOINER
ADJOINER
LEGEND:
SITE
FLOOD NOTE:
E MAI N STREET
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 34 5 6 7 12
A
B
C
D
E
F
G
H FANNING HOWEY ASSOCIATES, INC.CARMEL HIGH SCHOOL502 E. MAIN STREETCARMEL, INDIANA DESCRIPTIONDATE NO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:PARTIAL RETRACEMENT BOUNDARY SURVEY303-1031"=50' AUGUST 3, 2020 TJTABSABS1 4
SV-1
NORTH 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comVICINITY MAP
PARCEL 1
PARCEL 2
PARCEL 3
PARCEL 4
PARCEL 5
PARCEL 6
PARCEL 7
PARCEL 8
MATCH LINE SEE SHEET SV-2 MATCH LINE SEE SHEET SV-2
NORTHWEST QUARTER SECTION 30
E 136TH STREET
MAIN STREETRANGELINE ROADSURVEYOR'S REPORT
Reference Surveys and Plats
Reference Monuments
Record Descriptions
Evidence of Occupation
SURVEYED PARCEL CARMELWOOD SUBDIVI SI OND.R. 136, PG. 365- 36605/20/22
ADJOINER
ADJOINER
ADJOINER
ADJOINER HARROWGATE ADDITIONP.B. 2, PG. 203-205
LOT 59
LOT 60
LOT 61
LOT 62
ADJOINERCARMELWOOD SUBDIVISIOND.R. 136, PG. 365-366LOT 6
LOT 7
ADJOINER
ADJOINER
ADJOINER
PARCEL 1 PARCEL 2
PARCEL 3
PARCEL 4 ADJOINER PARCEL 5
PARCEL 7
PARCEL 8
PARCEL 6
LEGEND:
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 34 5 6 7 12
A
B
C
D
E
F
G
H FANNING HOWEY ASSOCIATES, INC.CARMEL HIGH SCHOOL502 E. MAIN STREETCARMEL, INDIANA DESCRIPTIONDATE NO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:PARTIAL RETRACEMENT BOUNDARY SURVEY303-1031"=50' AUGUST 3, 2020 TJTABSABS2 4
SV-2
NORTH 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSMOKEY ROW ROAD / E 136TH STREET
COOL CRE
E
K
MATCH LINE SEE SHEET SV-1 MATCH LINE SEE SHEET SV-1
05/20/22
TBM#4 = 810.78
MATCH LINE SEE SHEET SV-3
MATCH LINE SEE SHEET SV-4
BENCHMARKS:
UTILITY NOTE:
LEGEND:
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 34 5 6 7 12
A
B
C
D
E
F
G
H FANNING HOWEY ASSOCIATES, INC.CARMEL HIGH SCHOOL502 E. MAIN STREETCARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30' AUGUST 3, 2020 TJTABSABS3 4
SV-3
NORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com05/20/22
TBM#1 = 856.00
E MAIN STREET
SMOKEY ROW ROAD / E 136TH STREET
TBM#2 = 834.95
MATCH LINE SEE SHEET SV-3
MATCH LINE SEE SHEET SV-4
BENCHMARKS:
UTILITY NOTE:
LEGEND:
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 34 5 6 7 12
A
B
C
D
E
F
G
H FANNING HOWEY ASSOCIATES, INC.CARMEL HIGH SCHOOL502 E. MAIN STREETCARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30' AUGUST 3, 2020 TJTABSABS4 4
SV-4
NORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com05/20/22
TBM#2 = 834.95
BENCHMARKS:
UTILITY NOTE:
LEGEND:
SITESITE
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 34 5 6 7 12
A
B
C
D
E
F
G
H FANNING HOWEY ASSOCIATES, INC.CARMEL HIGH SCHOOL502 E. MAIN STREETCARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30' JUNE 2, 2021 CJVTJTABS1 1
TOPO
NORTH 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comVICINITY MAP
SURVEY CERTIFICATION
SV-5
05/20/22
TBM#2 = 834.95
TBM#4 = 810.78 RROWGATE ADDITION.B. 2, PG. 203-205HARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PARCEL 7
PARCEL 8
40 1200 40 80
GD1.0
OVERALL DEMOLITION PLAN
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THE SURVEYOR
(REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING
UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.
4. REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED BUILDING FOOTPRINT.
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
6. 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 DEVELOPERS RESPONSIBILITY TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
8. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN.
IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR RELOCATE ALL ITEMS WHICH INTERFERE
NEW CONSTRUCTION.
9. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW PROPOSED STONE BASE
UNDER ALL NEW PAVEMENT.
10. SEE SHEETS GD1.1 AND GD1.2 FOR DETAILED SITE DEMOLITION INFORMATION.
11. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. SEE EROSION
CONTROL PLANS ON SHEET G3.1 AND G3.2. SEE EROSION CONTROL DETAILS ON SHEET G3.4.
GENERAL NOTES
DEMOLITION LEGEND
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
APPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL
APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL
APPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLING
APPROXIMATE LIMITS OF BUILDING DEMOLITION
(SEE ARCHITECTURAL PLANS)
APPROXIMATE LIMITS OF CONSTRUCTION
3 TAC REVIEW COMMENTS 03/15/2022
05/20/22
TBM#2 = 834.95
TBM#4 = 810.78 RROWGATE ADDITION.B. 2, PG. 203-205HARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PARCEL 7
PARCEL 8
40 1200 40 80
GD1.0
OVERALL DEMOLITION PLAN
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY
THE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN
THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR
TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED
BUILDING FOOTPRINT.
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
6. 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 DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
8. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE
OR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.
9. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW
PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
10. SEE SHEETS GD1.1 AND GD1.2 FOR DETAILED SITE DEMOLITION INFORMATION.
GENERAL NOTES
DEMOLITION LEGEND
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
APPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL
APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL
APPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLING
APPROXIMATE LIMITS OF BUILDING DEMOLITION
(SEE ARCHITECTURAL PLANS)
APPROXIMATE LIMITS OF CONSTRUCTION
05/20/22
TBM#4 = 810.78 HARROWGATE ADDITIONP.B. 2, PG. 203-205
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PARCEL 7
PARCEL 8
40 1200 40 80
GD1.0
OVERALL DEMOLITION PLAN
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY
THE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN
THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR
TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED
BUILDING FOOTPRINT.
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
6. 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 DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
8. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE
OR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.
9. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW
PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
GENERAL NOTES
DEMOLITION LEGEND
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
APPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL
APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL
APPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLING
APPROXIMATE LIMITS OF BUILDING DEMOLITION
(SEE ARCHITECTURAL PLANS)
05/20/22
TBM#4 = 810.78TBM#4 = 810.78TBM#4 = 810.78TBM#4 = 810.78
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
4
4
4
1
4
4
4
5
5
5
5 5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
7
7
8
8
9 9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
7
9
9
9
9
9
9
9
9
10
10
10
10
10
12
12
12
12
12
12
12
12
12
12
12
12
12
14
14
17
17
17
17
17
15
15
16
16
16
16
2
A
5
5
1
18
18
18
18
4
11
11
11
11
17
C
C
C
17
17
C
C
C
C
C
D
D
D
D
E
E
17
3
5
A
A
A
5
21
23
24
22
1
1
2
1
A
A
5
1
25
F
9
G
A
A
9
6
6
6
10
10
H
H
J
J
SFSFSFSFSF
SF SFSF
SF
SF
MATCHLINE - SHEET GD1.1
MATCHLINE - SHEET GD1.2
20 600 20 40
GD1.1
DEMOLITION PLAN - NORTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY
THE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN
THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR
TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED
BUILDING FOOTPRINT.
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
6. 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 DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
8. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE
OR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.
9. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW
PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
10. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER OR
GAS VALVES AND UTILITY PEDESTALS SHALL BE ADJUSTED AS REQUIRED TO
MEET PROPOSED FINISH GRADE.
GENERAL NOTES
DEMOLITION KEYNOTES
1. PAVEMENT SAWCUT LINE (ASPHALT AND CONCRETE)
2. REMOVE ASPHALT PAVEMENT
3. REMOVE CONCRETE PAVEMENT
4. REMOVE CONCRETE SIDEWALK
5. REMOVE CONCRETE CURB
6. REMOVE EXISTING 8' CHAIN LINK FENCE
7. REMOVE SIGN
8. REMOVE EXISTING IRON VEHICLE GATE AND POSTS. SALVAGE FOR PROPOSED
RELOCATION. REMOVE EXISTING FOUNDATIONS IN THEIR ENTIRETY.
9. REMOVE TREE
10. REMOVE SHRUBS
11. REMOVE GATE POST (SALVAGE FOR LATER REUSE)
12. REMOVE LIGHT POLE AND FOUNDATION
13. REMOVE BUILDING CANOPY AND RELATED COLUMNS, COORDINATE WITH
ARCHITECTURAL PLANS
14. REMOVE AND RELOCATE FIRE HYDRANT, COORDINATE NEW LOCATION WITH
UTILITY PLAN (SHEET SU1.1 AND SU1.2)
15. REMOVE FIRE PROTECTION LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
16. REMOVE STORM SEWER LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
17. REMOVE STORM STRUCTURE (MANHOLE OR INLET)
18. MILL EXISTING ASPHALT PAVEMENT 1 1/2"
19. EXISTING BUILDING DEMOLITION, SEE ARCHITECTURAL PLANS
20. ADJUST EXISTING SANITARY CASTING/STRUCTURE TO NEW FINISH GRADE
21. PLUG AND SEAL END OF EXISTING STORM PIPE TO REMAIN IN PLACE
22. REMOVE EXISTING TRENCH DRAIN AND OUTLET PIPE
23. REMOVE APPROXIMATELY 60 L.F. OF EXISTING GUARDRAIL AND POSTS. SALVAGE
FOR RE-INSTALLATION
24. REMOVE EXISTING DUMPSTER ENCLOSURE INCLUDING GATES, MASONRY SIDE
WALLS AND BOLLARDS
25. REMOVE EXISTING BOLLARD
A. PROTECT EXISTING CURB TO REMAIN IN PLACE
B. PROTECT EXISTING LIFT STATION AND CONTROL PANEL TO REMAIN IN PLACE
C. PROTECT EXISTING STORM PIPE TO REMAIN IN PLACE
D. PROTECT EXISTING SANITARY PIPE TO REMAIN IN PLACE
E. PROTECT EXISTING SANITARY MANHOLE TO REMAIN IN PLACE
F. PROTECT (SUPPORT) EXISTING ELECTRICAL LINES
G. PROTECT EXISTING FIRE DEPARTMENT CONNECTION, PIV, FIRE HYDRANT AND
VALVE.
H. REMOVE MODULAR BLOCK WALL TOP CAP FOR LATER REUSE.
J. REMOVE MODULAR BLOCK RETAINING WALL AS REQUIRED TO INSTALL NEW
MODULAR BLOCK RETAINING WALL
DEMOLITION LEGEND
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
APPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL
APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL
APPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLING
APPROXIMATE LIMITS OF BUILDING DEMOLITION
(SEE ARCHITECTURAL PLANS)
APPROXIMATE LIMITS OF CONSTRUCTION
EROSION CONTROL LEGEND
SF
05/20/22
TBM#4 = 810.78TBM#4 = 810.78TBM#4 = 810.78TBM#4 = 810.78
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
4
4
4
1
4
4
4
5
5
5
5 5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
7
7
8 8
9 9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
7
9
9
9
9
9
9
9
9
10
10
10
10
10
F
12
12
12
12
12
12
12
12
12
12
12
12
12
14
14
17
17
17
17
17
15
15
16
16
16
16
2
A
1
18
18
18
18
4
4
11
11
11
11
17
C
C
C
17
17
C
C
C
C
C
D
D
D
D
E
E
17
3
20 600 20 40
GD1.1
DEMOLITION PLAN - NORTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY
THE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN
THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR
TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED
BUILDING FOOTPRINT.
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
6. 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 DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
8. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE
OR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.
9. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW
PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
GENERAL NOTES
DEMOLITION KEYNOTES
1. PAVEMENT SAWCUT LINE (ASPHALT AND CONCRETE)
2. REMOVE ASPHALT PAVEMENT
3. REMOVE CONCRETE PAVEMENT
4. REMOVE CONCRETE SIDEWALK
5. REMOVE CONCRETE CURB
6. REMOVE PORTION OF EXISTING RETAINING WALL AND FENCE
7. REMOVE SIGN
8. REMOVE EXISTING IRON VEHICLE GATE AND POSTS. SALVAGE FOR PROPOSED
RELOCATION. REMOVE EXISTING FOUNDATIONS IN THEIR ENTIRETY.
9. REMOVE TREE
10. REMOVE SHRUBS
11. REMOVE GATE POST
12. REMOVE LIGHT POLE AND FOUNDATION
13. REMOVE BUILDING CANOPY AND RELATED COLUMNS, COORDINATE WITH
ARCHITECTURAL PLANS
14. REMOVE AND RELOCATE FIRE HYDRANT, COORDINATE NEW LOCATION WITH
UTILITY PLAN (SHEET SU1.1 AND SU1.2)
15. REMOVE FIRE PROTECTION LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
16. REMOVE STORM SEWER LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
17. REMOVE STORM STRUCTURE (MANHOLE OR INLET)
18. MILL EXISTING ASPHALT PAVEMENT 1 1/2"
19. EXISTING BUILDING DEMOLITION, SEE ARCHITECTURAL PLANS
20. ADJUST EXISTING SANITARY CASTING/STRUCTURE TO NEW FINISH GRADE
A. PROTECT EXISTING CURB TO REMAIN IN PLACE
B. PROTECT EXISTING LIFT STATION AND CONTROL PANEL TO REMAIN IN PLACE
C. PROTECT EXISTING STORM PIPE TO REMAIN IN PLACE
D. PROTECT EXISTING SANITARY PIPE TO REMAIN IN PLACE
E. PROTECT EXISTING SANITARY MANHOLE TOT REMAIN IN PLACE
F. PROTECT EXISTING DUMPSTER ENCLOSURE TO REMAIN IN PLACE
DEMOLITION LEGEND
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
APPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL
APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL
APPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLING
APPROXIMATE LIMITS OF BUILDING DEMOLITION
(SEE ARCHITECTURAL PLANS)
05/20/22
LOT 52
LOT 53
LOT 54
LOT 55
PARCEL 7
LOT 52
LOT 53
LOT 54
LOT 55
PARCEL 7
LOT 52
LOT 53
LOT 54
LOT 55
PARCEL 7
LOT 52
LOT 53
LOT 54
LOT 55
PARCEL 7
2
2
2
2
1
2
1
4
4
4
4
5
5
5
5
5
5
5
5
7
7
7
9
9
9
9
9
9
10
10
12
12
12
13
13
14
14
15
15
15
16
16
17
12
5
2
5
5
B
4
4
19
20
17
C
17
C
C
D
D
D
D E
5
1
25
9
99
1
3
SEE SHEET SU1.4 FOR DEMOLITION
RELATED TO STORM SEWER WORK
IN THIS AREA SFSFSFSFSFSFSFSF12
12
MATCHLINE - SHEET GD1.1
MATCHLINE - SHEET GD1.2
21
16
21
20 600 20 40
GD1.2
DEMOLITION PLAN - SOUTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY
THE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN
THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR
TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED
BUILDING FOOTPRINT.
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
6. 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 DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
8. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE
OR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.
9. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW
PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
10. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER OR
GAS VALVES AND UTILITY PEDESTALS SHALL BE ADJUSTED AS REQUIRED TO
MEET PROPOSED FINISH GRADE.
GENERAL NOTES
DEMOLITION KEYNOTES
1. PAVEMENT SAWCUT LINE (ASPHALT AND CONCRETE)
2. REMOVE ASPHALT PAVEMENT
3. REMOVE CONCRETE PAVEMENT
4. REMOVE CONCRETE SIDEWALK
5. REMOVE CONCRETE CURB
6. REMOVE EXISTING 8' CHAIN LINK FENCE
7. REMOVE SIGN
8. REMOVE EXISTING IRON VEHICLE GATE AND POSTS. SALVAGE FOR PROPOSED
RELOCATION. REMOVE EXISTING FOUNDATIONS IN THEIR ENTIRETY.
9. REMOVE TREE
10. REMOVE SHRUBS
11. REMOVE GATE POST (SALVAGE FOR LATER REUSE)
12. REMOVE LIGHT POLE AND FOUNDATION
13. REMOVE BUILDING CANOPY AND RELATED COLUMNS, COORDINATE WITH
ARCHITECTURAL PLANS
14. REMOVE AND RELOCATE FIRE HYDRANT, COORDINATE NEW LOCATION WITH
UTILITY PLAN (SHEET SU1.1 AND SU1.2)
15. REMOVE FIRE PROTECTION LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
16. REMOVE STORM SEWER LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
17. REMOVE STORM STRUCTURE (MANHOLE OR INLET)
18. MILL EXISTING ASPHALT PAVEMENT 1 1/2"
19. EXISTING BUILDING DEMOLITION, SEE ARCHITECTURAL PLANS
20. ADJUST EXISTING SANITARY CASTING/STRUCTURE TO NEW FINISH GRADE
21. PLUG AND SEAL END OF EXISTING STORM PIPE TO REMAIN IN PLACE
22. REMOVE EXISTING TRENCH DRAIN AND OUTLET PIPE
23. REMOVE APPROXIMATELY 60 L.F. OF EXISTING GUARDRAIL AND POSTS. SALVAGE
FOR RE-INSTALLATION
24. REMOVE EXISTING DUMPSTER ENCLOSURE INCLUDING GATES, MASONRY SIDE
WALLS AND BOLLARDS
25. REMOVE EXISTING BOLLARD
A. PROTECT EXISTING CURB TO REMAIN IN PLACE
B. PROTECT EXISTING LIFT STATION AND CONTROL PANEL TO REMAIN IN PLACE
C. PROTECT EXISTING STORM PIPE TO REMAIN IN PLACE
D. PROTECT EXISTING SANITARY PIPE TO REMAIN IN PLACE
E. PROTECT EXISTING SANITARY MANHOLE TO REMAIN IN PLACE
F. PROTECT (SUPPORT) EXISTING ELECTRICAL LINES
G. PROTECT EXISTING FIRE DEPARTMENT CONNECTION, PIV, FIRE HYDRANT AND
VALVE.
H. REMOVE MODULAR BLOCK WALL TOP CAP FOR LATER REUSE.
J. REMOVE MODULAR BLOCK RETAINING WALL AS REQUIRED TO INSTALL NEW
MODULAR BLOCK RETAINING WALL
DEMOLITION LEGEND
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
APPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL
APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL
APPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLING
APPROXIMATE LIMITS OF BUILDING DEMOLITION
(SEE ARCHITECTURAL PLANS)
APPROXIMATE LIMITS OF CONSTRUCTION
EROSION CONTROL LEGEND
SF
05/20/22
LOT 52
LOT 53
LOT 54
LOT 55
PARCEL 7
LOT 52
LOT 53
LOT 54
LOT 55
PARCEL 7
LOT 52
LOT 53
LOT 54
LOT 55
PARCEL 7
LOT 52
LOT 53
LOT 54
LOT 55
PARCEL 7
2
2
2
2
1
2
1
4
4
4
4
5
5
5
5
5
5
5
5
7
7
7
9
9
9
9
9
9
10
10
12
12
12
13
13
14
14
15
15
15
16
16
17
12
A
2
A
A
B
4
4
4
19
20
17
C
17
C
C
D
D
D
D E
20 600 20 40
GD1.2
DEMOLITION PLAN - SOUTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY
THE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN
THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR
TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED
BUILDING FOOTPRINT.
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
6. 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 DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
8. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE
OR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.
9. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW
PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
GENERAL NOTES
DEMOLITION KEYNOTES
1. PAVEMENT SAWCUT LINE (ASPHALT AND CONCRETE)
2. REMOVE ASPHALT PAVEMENT
3. REMOVE CONCRETE PAVEMENT
4. REMOVE CONCRETE SIDEWALK
5. REMOVE CONCRETE CURB
6. REMOVE PORTION OF EXISTING RETAINING WALL AND FENCE
7. REMOVE SIGN
8. REMOVE EXISTING IRON VEHICLE GATE AND POSTS. SALVAGE FOR PROPOSED
RELOCATION. REMOVE EXISTING FOUNDATIONS IN THEIR ENTIRETY.
9. REMOVE TREE
10. REMOVE SHRUBS
11. REMOVE GATE POST
12. REMOVE LIGHT POLE AND FOUNDATION
13. REMOVE BUILDING CANOPY AND RELATED COLUMNS, COORDINATE WITH
ARCHITECTURAL PLANS
14. REMOVE AND RELOCATE FIRE HYDRANT, COORDINATE NEW LOCATION WITH
UTILITY PLAN (SHEET SU1.1 AND SU1.2)
15. REMOVE FIRE PROTECTION LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
16. REMOVE STORM SEWER LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
17. REMOVE STORM STRUCTURE (MANHOLE OR INLET)
18. MILL EXISTING ASPHALT PAVEMENT 1 1/2"
19. EXISTING BUILDING DEMOLITION, SEE ARCHITECTURAL PLANS
20. ADJUST EXISTING SANITARY CASTING/STRUCTURE TO NEW FINISH GRADE
A. PROTECT EXISTING CURB TO REMAIN IN PLACE
B. PROTECT EXISTING LIFT STATION AND CONTROL PANEL TO REMAIN IN PLACE
C. PROTECT EXISTING STORM PIPE TO REMAIN IN PLACE
D. PROTECT EXISTING SANITARY PIPE TO REMAIN IN PLACE
E. PROTECT EXISTING SANITARY MANHOLE TOT REMAIN IN PLACE
F. PROTECT EXISTING DUMPSTER ENCLOSURE TO REMAIN IN PLACE
DEMOLITION LEGEND
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
APPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL
APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL
APPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLING
APPROXIMATE LIMITS OF BUILDING DEMOLITION
(SEE ARCHITECTURAL PLANS)
05/20/22
PROPOSED NATATORIUMBUILDING ADDITIONF.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH2
G
SMOKEY ROW ROAD / E 136TH STREET
E MAIN STREET
PARKING LOT ADDITION
(NOT IN SCOPE OF THIS PROJECT)
PERFORMING ARTS BUILDING ADDITION
(UNDER CONSTRUCTION. NOT IN SCOPE OF THIS PROJECT)
3
10
12
6
PAVING AT MURRAY FIELD
(NOT IN SCOPE OF THIS PROJECT)
12
5
5
15
3
NATATORIUM BUILDING ADDITION
15
12
14
13
10
10
9
8
7
6
5
4
3
2
1
11
22
10
26
8
200 6000 200 400
G0.1
MASTER PARKING PLAN
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN WERE
PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT
AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH
PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO
THE ENGINEER.
GENERAL NOTES
KEYNOTES
PROPOSED BICYCLE RACKS MOUNTED TO EXISTING SIDEWALKS
(NOT IN CONTRACT)
PROPOSED BICYCLE RACKS MOUNTED TO NEW SIDEWALKS
(NOT IN CONTRACT)
1
1
THE NUMBERS SHOWN IN THE SYMBOLS BELOW INDICATE THE QUANTITY OF
BICYCLE RACKS PROPOSED IN A PARTICULAR AREA.
1
THE NUMBERS SHOWN IN THE SYMBOL BELOW INDICATE DESIGNATED
PARKING LOT IDENTIFICATION.
PARKING LOT IDENTIFICATION NUMBER
BICYCLE RACK LOCATION SUMMARY TABLE
(NOT IN CONTRACT)
LOCATION BICYCLE RACKS
MAIN BUILDING 94
FOOTBALL STADIUM 28
12
3
137
TENNIS COURTS
MURRAY STADIUM
TOTAL BICYCLE RACKS
274TOTAL BICYCLE PARKING SPACES
THE ABOVE BICYCLE RACKS ACCOMMODATE 5,480 STUDENTS
BICYCLE SPACES REQUIRED = 1 PER 20 STUDENTS
BUILDING AREA SUMMARY
YEAR
(2002 THROUGH 2021)
PROJECT EXIST. AREA SF. NEW AREA SF. TOTAL AREA SF. % ADDED REMARKS
2002 FRESHMAN CENTER
2004 LOCKER ROOM
2012 PHYSICAL EDUCATION
2019 POOL ENTRANCE #21
2021 DOCK STORAGE
2021 PERFORMING ARTS
776,647
950,591
953,243
980,852
981,547
982,955
173,944
2,652
27,609
695
1,408
25,464
950,591
953,243
980,852
981,547
982,955
1,008,419
22.40
0.28
2.90
0.07
0.14
2.59
BZA APPROVAL WITH VARIANCES
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
2007 TENNIS BUILDING 1,700 SEPARATE BUILDING AT STADIUM SITE
2011 SECURE ENTRANCE 0 NO NEW CONSTRUCTION
2023 NATATORIUM 1,008,419 93,229 1,101,648 9.25 NO CLASSROOM IN ADDITION
OVERALL PARKING SUMMARY
LOT NO.LOT NAME STANDARD SPACE
OLD SENIOR LOT 651
EXIST. PROPOSED
65
ADA SPACE
0
EXIST.
0
POLICE SPACE
0
EXIST.
0
BUS SPACE
0
EXIST.
0
TOTAL SPACES
65
EXIST. PROPOSED
65
2
3
4
5
6
7
8
9
10
12
13
14
15
DOOR 7 19 19 4 4 0 0 0 0 23 23
FRONT LOT 109 103 3 7 3 3 0 0 115 113
AUDITORIUM LOT 52 0 4 0 0 0 0 0 56 0
WEST LOT 69 69 0 0 0 0 0 0 69 69
FRESHMAN CENTER LOT 142 142 6 6 1 1 0 0 149 149
FIELDHOUSE LOT 29 29
FITNESS CENTER LOT 20 2 22
POOL LOT 110 0 8 0 1 0 0 0 119
TRAIL LOT 152 221 0 7 0 1 0 4 152 229
SUBTOTAL 766 686 27 26 5 5 0 4 799 697
FOOTBALL HOME LOT 948 948 11 11 0 0 0 0 959 959
FOOTBALL SOUTH LOT 143 143 0 0 0 0 21 = 42 21 = 42 185 185
FOOTBALL VISITOR LOT 516 516 9 9 0 0 0 0 525 525
FOOTBALL NORTH LOT 79 79 0 0 0 0 0 0 79 79
29 0 0 0 0 0 0 29
0 0 0 0 0 0 0
0
PROPOSED PROPOSED PROPOSED
2,4452,547 TOTAL
CITY OF CARMEL REQUIRED PARKING SPACES (174 CLASSROOMS x 10) + (583 EMPLOYEES) = 2,323
(UPON COMPLETION OF THE NATATORIUM PROJECT)
SUBTOTAL 1,686 1,686 20 20 0 0 1,748 1,74821 = 42 21 = 42
AVAILABLE PARKING SPACES UNTIL JUNE 2022 (LOTS 8 & 9) = 2,644
PERMIT PARKING SPACES = 1334 (STUDENTS) + 583 (EMPLOYEES) = 1,917
NOTES:
1. THE CARMEL HIGH SCHOOL PARKING POLICY IS BASED ON PERMIT ISSUED PARKING. THERE ARE 1,917 PERMITS ISSUED.
2. ENROLLMENT IS EXPECTED TO DROP BY 75 STUDENTS IN 2022 AND REMAIN LEVEL THROUGH 2029.
3. BUS PARKING AT THE FOOTBALL STADIUM IS CURRENTLY 21 SPACES. THESE SPACES CAN ALSO BE USED FOR STUDENT PARKING AT TWO (2)
STANDARD VEHICLE SPACES FOR EACH BUS SPACE. THE 21 BUS PARKING SPACES ALLOWS FOR 42 STUDENT PARKING SPACES.
4. THE NATATORIUM PROJECT IS SCHEDULED FOR CONSTRUCTION IN JUNE OF 2022. LOTS 8 & 9 WITH 141 SPACES WILL BE AVAILABLE UNTIL THEN.
5. THE CLASSROOM COUNT OF 174 EXCLUDES LABS AND OTHER EXTENDED LEARNING AREAS AS THE LATTER ARE SUPPLEMENTAL TO
CLASSROOMS, AND ARE NOT OCCUPIED AT THE SAME TIME AS CLASSROOMS.
11 MURRAY FIELD LOT 0 18 0 2 0 0 0 0 0 20
AVAILABLE PARKING SPACES AFTER JUNE 2022 = 2,351
AVAILABLE PARKING SPACES AFTER DECEMBER 2023 = 2,445
PROJECT PARKING SUMMARY
LOT NO.
(NATATORIUM BUILDING ADDITION)
LOT NAME STANDARD SPACE
POOL LOT 1109
EXIST. PROPOSED
0
ADA SPACE
8
EXIST.
0
POLICE SPACE
1
EXIST.
0
BUS SPACE
0
EXIST.
0
TOTAL SPACES
119
EXIST.
0
TRAIL LOT 15210 221 0 7 0 1 0 4 152 229
MURRAY FIELD LOT 011 18 0 2 0 0 0 0 0 20
PROJECT TOTAL 282 239 10 9 1 1 0 4 293 249
NET LOSS = 44 SPACES
PROPOSED PROPOSED PROPOSED PROPOSED
FITNESS CENTER LOT 208 0 2 0 0 0 0 0 22 0
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
TBM#2 = 834.95
TBM#4 = 810.78 ARROWGATE ADDITIONP.B. 2, PG. 203-205HARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PARCEL 7
PARCEL 8
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH2
FH4
FH3
G
20 - PROPOSED
PARKING SPACES
74 - PROPOSED
PARKING SPACES
103.0'
53.
9
'
25.
0
'
BU
I
L
D
I
N
G
SE
T
B
A
C
K
30.
0'LA
N
D
S
C
A
P
E
BU
F
F
E
R
30.0'
LANDSC
A
P
E
BUFFER
25.0'
BUILDINGSETBAC
K
40 1200 40 80
G1.0
OVERALL SITE PLAN
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. 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
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
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.
7. REFER TO SITE DETAILS ON SHEETS G4.1 AND G4.2
GENERAL NOTES
PROPOSED SITE LEGEND
EXISTING BUILDING
BUILDING ADDITION
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
(SEE LANDSCAPE PLAN FOR INFORMATION)
APPROXIMATE LIMITS OF CONSTRUCTION
05/20/22
TBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
FH1
FH2
FH3
28.0'8.0'20.0'
TYP.
R30.0'23.0'EXISTING23.9'
EXISTING
20.0'R30.0'14.0'12.0'25.0'12.0'8.0'8.0'8.2'R30.0'
R30.0 '2
2
2
5
7
5
2
2
18
18
18
3
3
3
4
4
4
5
5
5
5
66
6
6
7
4
6
8
8
8
10
10
11 10
11
11
25
13
13
7
16
4
18
11
10
4
2
2
3
20
520
10
10
9
11
10
10
20.0'5.0'4
4 20.0'6
5.0'
24
6
6
8.0' 21 TYP.
21 TYP.20.0'12.5'18
18
10 SPA.
@
9
'
-0" = 90.
0
'
5'
5'
5'
8.0'8.0'
8.0'8.0'
8.0'
8.0'
8.0'
8.0'
15 SPA.
@
9'-0" = 135.0'
15 SPA. @ 9'-0" = 135.0'
18 SPA. @
9
'
-
0
"
=
1
6
2
.
0
'9 SPA. @ 9'-0" = 81.0'20.0'20.0'25.0'20.0'12.5'20.0'
25.0'
19
19
5
3
12
3
28.0'R50.0'14.0'
25.0'
7.2'
103.0'
25.0'
25.0'
30.0'
LANDSC
A
P
E
B
U
F
F
E
R
25.0'
BUILDING SETBAC
K
16
6
6
6
6
6
6
6 6
26
6
6
26
26
26
26
26
26
26
6.0'26
R22.0'
R40.0'R12.0'R1 2.0'
R5.0'R5.0'R
4
0
.
0
'R8.0'R2
.
0
'
28.0'
12.0'R30.0'R3
0
.
0
'
R30.0 '3.0'14.0'15.1'
EXIST.
8
16.3'12.0'20.0'12.0'10
11.6'6.7'14.0'15 RISERS2420.0'130.0'2
3
18
18
3
3
19.8'±
25.0'
18.5'±
6R10.0'R10.0'R5.0'
R5.0'
R20.0'R20.0'R30.0'
R105
.0'
R18
0.0'
R15
5
.
0'
R130
.0'
R1
0
.
0'R10.0'11.0'R5.0'20.8'±6.6'±
10
8
8.0'
12.0'R10.0'R5.0'15
25
254.0'6.0'6.0'19
10
11 10
9
MATCHLINE - SHEET G1.1
MATCHLINE - SHEET G1.2MATCHLINE - SHEET G1.7MATCHLINE - SHEET G1.1
1727
R15.0'
28
28 28
5
20 600 20 40
G1.1
SITE PLAN - NORTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THE
SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING
UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
5. 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 DEVELOPERS RESPONSIBILITY
TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO
WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
7. REFER TO SITE DETAILS ON SHEETS G4.1, G4.2 AND G4.3 AND ENLARGED PLANS ON
SHEETS G1.3, G1.4, G1.5 AND G1.6
8. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW PROPOSED STONE
BASE UNDER ALL NEW PAVEMENT.
GENERAL NOTES
SITE KEYNOTES
8" CONCRETE PAVEMENT, SEE DETAIL ON SHEET G4.1
HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MEDIUM DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MONOLITHIC CURB AND WALK, SEE DETAIL ON SHEET G4.1
CONCRETE SIDEWALK, SEE DETAIL ON SHEET G4.1
6" CONCRETE CURB, SEE DETAIL ON SHEET G4.1
CONCRETE ROLL CURB & GUTTER, SEE DETAIL ON SHEET G4.1
CONCRETE ADA CURB RAMP, SEE ENLARGED PLANS G1.3, G1.4, G1.5 AND G1.6 FOR MORE
INFORMATION
CROSS WALK STRIPING, THERMOPLASTIC
LANDSCAPE AREA, SEE LANDSCAPE PLAN SHEET L1.0
LAWN / TURF AREA, SEE LANDSCAPE PLAN SHEET L1.0
RETAINING WALL AT RAMP/WALK, SEE STRUCTURAL SHEET S1.01 AND S3.10
CONCRETE STEPS WITH HANDRAILS, SEE ENLARGED PLANS G1.3 AND G1.6 FOR MORE
INFORMATION. SEE ARCHITECTURAL SHEET A10.09 FOR HANDRAILS
CONCRETE ADA RAMP, SEE ENLARGED PLAN G1.4 FOR MORE INFORMATION
RELOCATED 8' CHAIN LINK FENCE
RE-INSTALL ±60 L.F. SALVAGED GUARDRAIL TYPE 1, SEE DETAIL ON SHEET G4.2
60 L.F. OF NEW GUARDRAIL TYPE 1, SEE DETAIL ON SHEET G4.2
ASPHALT RESURFACE AREA (1 1/2" ASPHALT SURFACE)
RELOCATED IRON VEHICLE GATE AND POSTS
STAMPED CONCRETE
CONCRETE PARKING BUMPER, SEE DETAIL ON SHEET G4.1
CONCRETE STEPS AT CANOPY WITH 2 RISERS, SEE DETAIL ON SHEET G4.2, SEE GRADING PLAN
FOR ELEVATIONS. SEE ARCHITECTURAL SHEET A10.09, DETAILS 3 AND 4 FOR HANDRAILS.
PLANTER WALL, SEE DETAIL ON SHEET G4.2
RETAINING WALLS PER STRUCTURAL SHEETS S1.01, S1.02 AND S1.03. HANDRAILS PER
ARCHITECTURAL SHEETS.
MODULAR BLOCK RETAINING WALL, SEE DETAIL ON SHEET G4.4
EXISTING CONCRETE CURB TO REMAIN IN PLACE
ASPHALT SPEED CONTROL BUMP, SEE DETAIL ON SHEET G4.1
FIRE HYDRANT MARKER, BLUE RAISED PAVEMENT MARKER INDOT TYPE 2 TO BE PLACED AT
CENTERLINE OF ROAD.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
PROPOSED SITE LEGEND
EXISTING BUILDING
BUILDING ADDITION
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
APPROXIMATE LIMITS OF CONSTRUCTION
3 TAC REVIEW COMMENTS 03/15/2022
05/20/22
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
PARCEL 7
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH4
G
2
5
10
10
4
4
4
1
13
24
14
14
2
2
2
24
22
22
23
23
12
5R50.0'25.0'
BUILDING SETBAC
K
53.
9
'
25.
0
'
BUI
LDI
N
G
S
E
T
B
A
C
K
30.
0
'
LA
N
D
S
C
A
P
E
B
U
F
F
E
R
25.0'
5.0'
23.
0
'
EX
I
S
T
I
NG
5.0'
6
6
6
6
26
R8.0'
R2
.0'
8
14.0'
1.0'
5.0'
1.0 '
13.0'
43.0'11.5'57.8'51.0
'
R40.0'12.0'8
87.0'R75.0
'
R100
.
0
'R5.0'
10
11
11
MATCHLINE - SHEET G1.1
MATCHLINE - SHEET G1.2
27100.0'28
20 600 20 40
G1.2
SITE PLAN - SOUTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE
PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS,
LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. 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 DEVELOPERS RESPONSIBILITY
TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE
RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
7. REFER TO SITE DETAILS ON SHEETS G4.1, G4.2 AND G4.3 AND ENLARGED
PLANS ON SHEETS G1.3, G1.4, G1.5 AND G1.6
8. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW
PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
GENERAL NOTES
SITE KEYNOTES
6" CONCRETE PAVEMENT, SEE DETAIL ON SHEET G4.1
HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MEDIUM DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MONOLITHIC CURB AND WALK, SEE DETAIL ON SHEET G4.1
CONCRETE SIDEWALK, SEE DETAIL ON SHEET G4.1
6" CONCRETE CURB, SEE DETAIL ON SHEET G4.1
CONCRETE ROLL CURB & GUTTER, SEE DETAIL ON SHEET G4.1
CONCRETE ADA CURB RAMP, SEE ENLARGED PLANS G1.3, G1.4, G1.5 AND G1.6
FOR MORE INFORMATION
CROSS WALK STRIPING, THERMOPLASTIC
LANDSCAPE AREA, SEE LANDSCAPE PLAN SHEET L1.0
LAWN / TURF AREA, SEE LANDSCAPE PLAN SHEET L1.0
RETAINING WALL AT RAMP/WALK, SEE STRUCTURAL SHEET S1.01 AND S3.10
CONCRETE STEPS WITH HANDRAILS, SEE ENLARGED PLANS G1.3 AND G1.6
FOR MORE INFORMATION. SEE ARCHITECTURAL SHEET A10.09 FOR HANDRAILS
CONCRETE ADA RAMP, SEE ENLARGED PLAN G1.4 FOR MORE INFORMATION
RELOCATED 8' CHAIN LINK FENCE
RE-INSTALL ±60 L.F. SALVAGED GUARDRAIL TYPE 1, SEE DETAIL ON SHEET G4.2
60 L.F. OF NEW GUARDRAIL TYPE 1, SEE DETAIL ON SHEET G4.2
ASPHALT RESURFACE AREA (1 1/2" ASPHALT SURFACE)
RELOCATED IRON VEHICLE GATE AND POSTS
STAMPED CONCRETE
CONCRETE PARKING BUMPER, SEE DETAIL ON SHEET G4.1
CONCRETE STEPS AT CANOPY WITH 2 RISERS, SEE DETAIL ON SHEET G4.2,
SEE GRADING PLAN FOR ELEVATIONS. SEE ARCHITECTURAL SHEET A10.09,
DETAILS 3 AND 4 FOR HANDRAILS.
PLANTER WALL, SEE DETAIL ON SHEET G4.2
RETAINING WALLS PER STRUCTURAL SHEETS S1.01, S1.02 AND S1.03.
HANDRAILS PER ARCHITECTURAL SHEETS.
MODULAR BLOCK RETAINING WALL, SEE DETAIL ON SHEET G4.2
EXISTING CONCRETE CURB TO REMAIN IN PLACE
ASPHALT SPEED CONTROL BUMP, SEE DETAIL ON SHEET G4.1
FIRE HYDRANT MARKER, BLUE RAISED PAVEMENT MARKER INDOT TYPE 2 TO
BE PLACED AT CENTERLINE OF ROAD.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
PROPOSED SITE LEGEND
EXISTING BUILDING
BUILDING ADDITION
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
05/20/22
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
PARCEL 7
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH4
G
2
5
10
10
4
4
4
1
13
24
14
14
2
2
2
24
22
22
23
23
12
R50.0'25.0'
BUILDIN
G
S
E
T
B
A
CK
53.9'
25.
0
'
BU
I
L
D
I
NG SET
B
A
C
K
30.0'
LA
N
D
S
C
A
P
E
BU
F
F
E
R
25.0'
5.0'
23.0'EX
I
S
T
I
N
G
5.0
'6
6
6
6
26R8.0'R2
.
0
'
8
16.5'
5.0'
1.0'
13.0'
43.0'11.5'57.8'51.0'R40.0'12.0'8
87.0'R75.0
'
R100
.0'R5.0'10
11
11
MATCHLINE - SHEET G1.1
MATCHLINE - SHEET G1.2
27100.0'28
20 600 20 40
G1.2
SITE PLAN - SOUTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THE
SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING
UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
5. 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 DEVELOPERS RESPONSIBILITY
TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO
WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
7. REFER TO SITE DETAILS ON SHEETS G4.1, G4.2 AND G4.3 AND ENLARGED PLANS ON
SHEETS G1.3, G1.4, G1.5 AND G1.6
8. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW PROPOSED STONE
BASE UNDER ALL NEW PAVEMENT.
GENERAL NOTES
SITE KEYNOTES
8" CONCRETE PAVEMENT, SEE DETAIL ON SHEET G4.1
HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MEDIUM DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MONOLITHIC CURB AND WALK, SEE DETAIL ON SHEET G4.1
CONCRETE SIDEWALK, SEE DETAIL ON SHEET G4.1
6" CONCRETE CURB, SEE DETAIL ON SHEET G4.1
CONCRETE ROLL CURB & GUTTER, SEE DETAIL ON SHEET G4.1
CONCRETE ADA CURB RAMP, SEE ENLARGED PLANS G1.3, G1.4, G1.5 AND G1.6 FOR MORE
INFORMATION
CROSS WALK STRIPING, THERMOPLASTIC
LANDSCAPE AREA, SEE LANDSCAPE PLAN SHEET L1.0
LAWN / TURF AREA, SEE LANDSCAPE PLAN SHEET L1.0
RETAINING WALL AT RAMP/WALK, SEE STRUCTURAL SHEET S1.01 AND S3.10
CONCRETE STEPS WITH HANDRAILS, SEE ENLARGED PLANS G1.3 AND G1.6 FOR MORE
INFORMATION. SEE ARCHITECTURAL SHEET A10.09 FOR HANDRAILS
CONCRETE ADA RAMP, SEE ENLARGED PLAN G1.4 FOR MORE INFORMATION
RELOCATED 8' CHAIN LINK FENCE
RE-INSTALL ±60 L.F. SALVAGED GUARDRAIL TYPE 1, SEE DETAIL ON SHEET G4.2
60 L.F. OF NEW GUARDRAIL TYPE 1, SEE DETAIL ON SHEET G4.2
ASPHALT RESURFACE AREA (1 1/2" ASPHALT SURFACE)
RELOCATED IRON VEHICLE GATE AND POSTS
STAMPED CONCRETE
CONCRETE PARKING BUMPER, SEE DETAIL ON SHEET G4.1
CONCRETE STEPS AT CANOPY WITH 2 RISERS, SEE DETAIL ON SHEET G4.2, SEE GRADING PLAN
FOR ELEVATIONS. SEE ARCHITECTURAL SHEET A10.09, DETAILS 3 AND 4 FOR HANDRAILS.
PLANTER WALL, SEE DETAIL ON SHEET G4.2
RETAINING WALLS PER STRUCTURAL SHEETS S1.01, S1.02 AND S1.03. HANDRAILS PER
ARCHITECTURAL SHEETS.
MODULAR BLOCK RETAINING WALL, SEE DETAIL ON SHEET G4.4
EXISTING CONCRETE CURB TO REMAIN IN PLACE
ASPHALT SPEED CONTROL BUMP, SEE DETAIL ON SHEET G4.1
FIRE HYDRANT MARKER, BLUE RAISED PAVEMENT MARKER INDOT TYPE 2 TO BE PLACED AT
CENTERLINE OF ROAD.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
PROPOSED SITE LEGEND
EXISTING BUILDING
BUILDING ADDITION
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
APPROXIMATE LIMITS OF CONSTRUCTION
3 TAC REVIEW COMMENTS 03/15/2022
05/20/22
TBM#4 = 810.78
5.0' 9 SPA. @ 9'-0" = 81.0'
9.0' 9.0' 9.0'
EDGE OF EXISTING
ASPHALT PAVEMENT
EXISTING TRENCH DRAIN
6 TYP.
1 TYP.
1 TYP.
9 SPA. @ 9'-0" = 81.0'
1 TYP.
1 TYP.
5
3
4
2
9.0'
TYP
20.0' VARIES ±40'20.0'4
1.7'
5
6 TYP.
5
9.0'
TYP7.5'
18.
0
'
EXI
STI
NGDRI
VE R25.0'R10
.0
'25.0'7
7
5 5.0'10.0'25.0' ±10'R5.
0
'R35.0'109
G1.7
SITE PLAN
MURRAY FIELD PARKING LOT
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. 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
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. REFER TO SITE DETAILS ON SHEETS G4.1 AND G4.2.
7. COORDINATE PARKING LOT LAYOUT WITH PROPOSED
BLEACHER LAYOUT.
GENERAL NOTES
SITE KEYNOTES
4" SOLID WHITE PAVEMENT MARKING
4" SOLID BLUE PAVEMENT MARKING
4" SOLID BLUE PAVEMENT MARKING @ 3'-0" O.C. @ 45°
ADA PARKING SYMBOL (BLUE)
4" SOLID WHITE PAVEMENT MARKING @ 3'-0" O.C. @ 45°
PRECAST PARKING BUMPER, SEE DETAIL ON SHEET G4.1
4' TALL BLACK VINYL CHAIN LINK FENCE
NEW BLEACHER (NOT IN CONTRACT)
RELOCATED 8' CHAIN LINK FENCE
MODULAR BLOCK RETAINING WALL, SEE DETAIL ON SHEET G4.2
1
2
3
4
5
6
7
8
9
10
PROPOSED SITE LEGEND
EXISTING BUILDING
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
20 600 20 40
05/20/22
TBM#4 = 810.78
FH1
FH25.0'9 SPA. @ 9'-0" = 81.0'
9.0'9.0'9.0'
EDGE OF EXISTING
ASPHALT PAVEMENT
EXISTING TRENCH DRAIN
6 TYP.
1 TYP.
1 TYP.
9 SPA. @ 9'-0" = 81.0'
1 TYP.
1 TYP.
5
3
4
2
9.0'
TYP
20.0'VARIES ±40'20.0'4
1.7'
5
6 TYP.
5
9.0'
TYP7.5'
18.
0'
EXI
S
T
I
N
G
DRI
VE R25.0'R10.
0
'25.0'7
7
5 5.0'10.0'25.0'±10'R5
.0
'R35.0'12
135°'11
R20.0'6.0'8.
0
'R20.0'11
11 13
13
R30 .0'
16
15 15
16.3'
10
EXISTING ADA RAMP
EXISTING ADA RAMP
(VERIFY LOCATION)
MAT CHLI
N
E -
S
H
E
E
T
G
1.
7
MATC
H
LI
N
E -
S
H
E
E
T
G
1.
1
EXISTING
SPEED BUMP 5.0'3.0'10.0'3.0
'10.0'3.0'
9
17
17
8
3
.0
'
G1.7
SITE PLAN
MURRAY FIELD PARKING LOT
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. 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
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. REFER TO SITE DETAILS ON SHEETS G4.1 AND G4.2.
7. COORDINATE PARKING LOT LAYOUT WITH PROPOSED
BLEACHER LAYOUT.
GENERAL NOTES
PROPOSED SITE LEGEND
EXISTING BUILDING
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
20 600 20 40
SITE KEYNOTES
4" SOLID WHITE PAVEMENT MARKING
4" SOLID BLUE PAVEMENT MARKING
4" SOLID BLUE PAVEMENT MARKING @ 3'-0" O.C. @ 45°
ADA PARKING SYMBOL (BLUE)
4" SOLID WHITE PAVEMENT MARKING @ 3'-0" O.C. @ 45°
PRECAST PARKING BUMPER, SEE DETAIL ON SHEET G4.1
4' TALL BLACK VINYL CHAIN LINK FENCE
NEW BLEACHER (NOT IN CONTRACT)
CROSSWALK SIGN AHEAD, PER MUTCD STANDARDS
CROSSWALK STRIPING, THERMOPLASTIC
CONCRETE SIDEWALK, SEE DETAIL ON SHEET G4.1
PROVIDE DOWELS BETWEEN PROPOSED AND EXISTING CONCRETE
SIDEWALK
PROVIDE DOWELS BETWEEN PROPOSED CONCRETE SIDEWALK AND
EXISTING CONCRETE CURB
6" CONCRETE CURB, SEE DETAIL ON SHEET G4.1
CONCRETE SIDEWALK CONTROL JOINT, SEE DETAIL ON SHEET G4.1
CONCRETE SIDEWALK EXPANSION JOINT, SEE DETAIL ON SHEET G4.1
CROSSWALK SIGN, PER MUTCD STANDARDS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
05/20/22
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH2
FH4
FH3
G
TBM#2 = 834.95
TBM#4 = 810.78 OWGATE ADDITION2, PG. 203-205HARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PARCEL 7
PARCEL 8
G
ST-401
ST-305
ST-302
ST-102
ST-201
ST-303
ST-301
ST-105
ST-202
ST-402
ST-103
ST-405
ST-404
ST-104
ST-304
ST-406
BMP
ST-203
BMP
ST-306
ST-501
ST-204
ST-403
ST-502
ST-500 IN
ST-500 OUT
2
2
2
2
2
2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UNDERGROUND DETENTION
BOTTOM OF CHAMBER = 812.00
TOP OF CHAMBER = 819.00
10 YEAR ELEVATION = 815.32
10 YEAR RELEASE RATE = 1.36 CFS
10 YEAR STORAGE VOLUME = 0.084 AC/FT
100 YEAR ELEVATION = 818.22
100 YEAR RELEASE RATE = 1.88 CFS
100 YEAR STORAGE VOLUME = 0.168 AC/FT
2
SAN-2
ST-101
MEG
MEG
MEG
MEG
SAN-3
SAN-1
822.50
BENCHMARKS:
40 1200 40 80
G2.0
OVERALL GRADING PLAN
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED
BY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR
TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
5. 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 DEVELOPERS RESPONSIBILITY TO RESOLVE WITH
THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2 AND SU2.3
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9. REFER TO PLAN SHEETS G2.1 AND G2.2 FOR PROPOSED SPOT GRADE
ELEVATIONS.
10. ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE AND
SHALL REMAIN PRIVATE.
11. CONSTRUCTION LIMITS FOR THIS PROJECT DO NOT FALL WITHIN ANY
FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS.
GENERAL NOTES
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
PROPOSED SURFACE DRAINAGE FLOW ARROW
FLOOD ROUTING PATH
APPROXIMATE LIMITS OF CONSTRUCTION
MEG
TC
BC
TC
BC
750.65100 YEAR INLET CASTING CAPACITY ELEVATION TABLE
STRUCTURE
NUMBER
100 YEAR ELEVATION
(INLET 50% CLOGGED)
204 R-3010
NEENAH INLET
CASTING TYPE
823.19
TOP OF CASTING
ELEVATION
823.38
301*
302*
303*
304*
305*
403
825.08 825.58
828.09 828.25
825.68 825.71
823.67 824.17
831.63 831.84
822.48 822.98
R-3010
R-3010
R-3010
R-3010
R-3472
R-3010
100 YEAR ELEVATION
(INLET 100% CLOGGED)
823.69
825.58
828.59
826.18
824.17
832.13
822.98
* BYPASS INLET NO PONDING WILL OCCUR
FLOOD ROUTING KEYNOTES
1. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE NORTH SIDE OF THE PROJECT WHEN 100
YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A NORTHERLY AND NORTHEASTERLY DIRECTION
OVER PROPOSED AND EXISTING INLETS THEN CONTINUES IN A NORTHERLY NORTHWESTERLY
DIRECTION TO STADIUM DRIVE THEN CONTINUES NORTHERLY TO EXISTING INLETS LOCATED ON
THE NORTH SIDE OF THE BRIDGE OVER COOL CREEK.
2. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE EAST SIDE OF THE PROJECT WHEN 100
YEAR FLOOD IS EXCEEDED. PATH TRAVELS FROM THE EAST SIDE DRIVE AND THEN TRAVELS IN A
NORTHERLY DIRECTION OVER MULTIPLE EXISTING CURB INLETS LOCATED ON THE EAST SIDE OF
THE DRIVE. EVENTUALLY GRADE LEVELS OUT ON THE EAST DRIVE NEAR THE NORTHEAST CORNER
OF THE HIGH SCHOOL BUILDING AND IF PONDING DEPTH EXCEEDS SIX INCHES FLOOD ROUTING
PATH WILL OVERTOP CURB AND TRAVEL EAST TO A EXISTING SWALE AND THEN TRAVEL NORTH IN
THE SWALE TO COOL CREEK.
3 TAC REVIEW COMMENTS 03/15/2022
WEST AND NORTH
MLAG = 806.32, MFPG = 805.32
PAVEMENT GRADES AT COOL CREEK BRIDGE = 804.32
EAST AND SOUTH
MLAG = 824.50, MFPG = 823.50
HIGHEST GRADE ALONG EAST DRIVE CURB = 822.50
05/20/22
TBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
FH1
FH2
FH3
TC 824.19
BC 823.69
TC 824.56
BC 824.06
TC 825.21
BC 824.71
TC 824.27
BC 823.77
825.30
831.84
824.34
824.07
823.95
823.90
822.83
MEG 822.02
831.79
831.98
828.06
830.09
822.78
821.83
MEG 820.53
MEG 820.60
MEG 828.16
MEG 832.62
EXISTING STEPS AND RAMP
TO REMAIN IN PLACE
TC 823.85
BC 823.35
TC 831.71
BC 831.21
TC 831.98
BC 831.48
TC 829.44
BC 828.94
MEG 832.30
MEG 832.44
MEG 832.43
TC 825.82
BC 825.32
TC 824.43
BC 823.93
MEG 822.34
MEG 822.10
MEG 820.83
823.88
823.50
823.89
824.01
824.22
MEG 829.78
TC 829.48
BC 828.98
826.00
825.77
824.54
831.84
824.34
826.00
825.00
TC 830.10
BC 829.60
TC 830.57
BC 830.07
TC 830.92
BC 830.42
TC 828.75
BC 828.25
TC 827.84
BC 827.34
829.04 831.82
831.98
831.82
828.38
828.14
831.84
826.00
TC 826.33
BC 825.83
TC 823.61
BC 823.11
824.36
ST-305
RIM. = 831.63'
ST-302
RIM. = 828.09'
ST-303
RIM. = 825.64'
ST-301
RIM. = 825.08'
ST-402
RIM. = 824.31'
ST-105
RIM. = 824.26'
ST-202
RIM. = 824.34'
ST-405 BMP
RIM. = 823.67'
ST-406
RIM. = 823.51'
ST-104
RIM. = 823.72'
ST-304
RIM. = 823.67'
ST-404
RIM. = 823.36'
ST-203 BMP
RIM. = 823.45'
ST-306
RIM. = 823.53'
ST-204
ST-501
RIM. = 823.21'
ST-403
RIM. = 822.48'
ST-502
RIM. = 818.88'
ST-500 IN
RIM. = 824.56'
ST-500 OUT
RIM. = 823.51'
MEG 832.42
TC 829.17
BC 828.67
MEG 828.46
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
825.07
826.00
826.00
826.00
TC 823.69
BC 823.19
TC 824.06
BC 823.56
TC 824.71
BC 824.21
TC 823.68
BC 823.18
824.65
TC 822.79
BC 822.29
TC 823.84
BC 823.34
TC 823.96
BC 823.46 824.07
TC 824.36
BC 823.86
TC 824.11
BC 823.61
824.47
831.96
831.92
831.98831.98
831.92
826.00
TC 823.40
BC 823.40
TC 823.45
BC 823.45
823.44
823.49
823.94
TC 822.69
BC 822.69
TC 822.78
BC 822.78
823.25822.74
823.17
TC 823.58
BC 823.08
TC 823.34
BC 822.84
TC 822.98
BC 822.48
TC 823.39
BC 822.89
TC 823.77
BC 823.27
823.07
TC 822.16
BC 821.66
TC 823.35
BC 822.85
TC 823.66
BC 823.16
TC 823.32
BC 822.82
823.44
MEG 820.18
MEG 821.76
TC 822.60
BC 822.10
TC 821.66
BC 821.16
TC 821.86
BC 821.36
TC 821.61
BC 821.11
TC 822.17
BC 821.67
TC 821.00
BC 820.50
TC 821.89
BC 821.39
TC 822.64
BC 822.14
MEG 821.10
MEG 820.62
822.79
825.87
827.75
827.59 827.09
828.01
827.71 827.27
TC 827.95
BC 827.95 TC 827.65
BC 827.65
TC 828.33
BC 828.33 TC 828.28
BC 828.28
MEG 830.66
MEG 832.04
826.49
827.17
828.40
826.20
TC 826.27
BC 825.77
TC 830.15
BC 829.65
TC 831.42
BC 830.92
TC 830.47
BC 829.97
TC 829.67
BC 829.17
TC 829.21
BC 828.71
TC 829.16
BC 828.66
MEG 831.99
MEG 819.49
MEG 818.92
MEG 818.33
MEG 818.00
MEG 817.32
1
1
1
2
2
2
MATCHLINE - SHEET G2.1
MATCHLINE - SHEET G2.2
BENCHMARKS:
20 600 20 40
G2.1
GRADING PLAN - NORTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES
NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER
SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT.
5. 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
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
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.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2 AND SU2.3
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS,
HYDRANTS, WATER OR GAS VALVES AND UTILITY PEDESTALS
SHALL BE ADJUSTED AS REQUIRED TO MEET PROPOSED
FINISH GRADE.
10. ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE
PRIVATE AND SHALL REMAIN PRIVATE.
GENERAL NOTES
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
TOP OF WALL
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
MEG
TC
BC
TC
BC
750.65
TW
GRADING KEYNOTES
1. FINISHED GRADE ELEVATIONS IN MILLED ASPHALT SURFACE
AREA SHALL MATCH EXISTING GRADES.
2. THE PROPOSED GRADES OF THE REPLACED CURB ALONG THE
EAST SIDE OF THE PROJECT ARE CLOSE TO EXISTING GRADES.
THE CONTRACTOR SHALL MINIMIZE THE EARTH DISTURBANCE
EAST OF THE CURB REPLACEMENT.
05/20/22
TBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
FH1
FH2
FH3
TC 824.19
BC 823.69
TC 824.56
BC 824.06
TC 825.21
BC 824.71
TC 824.27
BC 823.77
825.30
831.84
824.34
824.07
823.95
823.90
822.83
MEG 822.02
831.79
831.98
828.06
830.09
822.78
821.83
MEG 820.53
MEG 820.60
MEG 828.16
MEG 832.62
EXISTING STEPS AND RAMP TO
REMAIN IN PLACE
TC 823.85
BC 823.35
TC 831.71
BC 831.21
TC 831.98
BC 831.48
TC 829.44
BC 828.94
MEG 832.30
MEG 832.44
MEG 832.43
TC 825.82
BC 825.32
TC 824.43
BC 823.93
MEG 822.34
MEG 822.10
MEG 820.83
823.88
823.50
823.89
824.01
824.22
MEG 829.78
TC 829.48
BC 828.98
826.00
825.77
824.54
831.84
824.34
826.00
825.00
TC 830.10
BC 829.60
TC 830.57
BC 830.07
TC 830.92
BC 830.42
TC 828.75
BC 828.25
TC 827.84
BC 827.34
829.04 831.82
831.98
831.82
828.38
828.14
831.84
826.00
TC 826.33
BC 825.83
TC 823.61
BC 823.11
824.36
ST-305
RIM. = 831.63'
ST-302
RIM. = 828.09'
ST-303
RIM. = 825.64'
ST-301
RIM. = 825.08'
ST-402
RIM. = 824.31'
ST-105
RIM. = 824.26'
ST-202
RIM. = 824.34'
ST-405 BMP
RIM. = 823.67'
ST-406
RIM. = 823.51'
ST-104
RIM. = 823.72'
ST-304
RIM. = 823.67'
ST-404
RIM. = 823.36'
ST-203 BMP
RIM. = 823.45'
ST-306
RIM. = 823.53'
ST-501
RIM. = 823.21'
ST-403
RIM. = 822.48'
ST-502
RIM. = 818.88'
ST-500 IN
RIM. = 824.56'
ST-500 OUT
RIM. = 823.51'
MEG 832.42
TC 829.17
BC 828.67
MEG 828.46
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
825.07
826.00
826.00
826.00
TC 823.69
BC 823.19
TC 824.06
BC 823.56
TC 824.71
BC 824.21
TC 823.68
BC 823.18
824.65
TC 822.79
BC 822.29
TC 823.84
BC 823.34
TC 823.96
BC 823.46 824.07
TC 824.36
BC 823.86
TC 824.11
BC 823.61
824.47
831.96
831.92
831.98831.98
831.92
826.00
TC 823.40
BC 823.40
TC 823.45
BC 823.45
823.44
823.49
823.94
TC 822.69
BC 822.69
TC 822.78
BC 822.78
823.25822.74
823.17
TC 823.58
BC 823.08
TC 823.34
BC 822.84
TC 822.98
BC 822.48
TC 823.39
BC 822.89
TC 823.77
BC 823.27
823.07
TC 822.16
BC 821.66
TC 823.35
BC 822.85
TC 823.66
BC 823.16
TC 823.32
BC 822.82
823.44
MEG 820.18
MEG 821.76
TC 822.60
BC 822.10
TC 821.66
BC 821.16
TC 821.86
BC 821.36
TC 821.61
BC 821.11
TC 822.17
BC 821.67
TC 821.00
BC 820.50
TC 821.89
BC 821.39
TC 822.64
BC 822.14
MEG 821.10
MEG 820.62
822.79
825.87
827.75
827.59 827.09
828.01
827.71 827.27
TC 827.95
BC 827.95 TC 827.65
BC 827.65
TC 828.33
BC 828.33 TC 828.28
BC 828.28
MEG 830.66
MEG 832.04
826.49
827.17
828.40
826.20
TC 826.27
BC 825.77
TC 830.15
BC 829.65
TC 831.42
BC 830.92
TC 830.47
BC 829.97
TC 829.67
BC 829.17
TC 829.21
BC 828.71
TC 829.16
BC 828.66
MEG 831.99
MEG 819.49
MEG 818.92
MEG 818.33
MEG 818.00
MEG 817.32
1
1
1
2
2
2
MATCHLINE - SHEET G2.1
MATCHLINE - SHEET G2.2
WEST AND NORTH
MLAG = 806.32, MFPG = 805.32
PAVEMENT GRADES AT COOL CREEK BRIDGE = 804.32
BENCHMARKS:
20 600 20 40
G2.1
GRADING PLAN - NORTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH
PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO
THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO
WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO
THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2 AND SU2.3
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER ORGAS VALVES AND UTILITY PEDESTALS SHALL BE ADJUSTED AS REQUIRED TOMEET PROPOSED FINISH GRADE.
10. ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE AND
SHALL REMAIN PRIVATE.
GENERAL NOTES
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
TOP OF WALL
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
APPROXIMATE LIMITS OF CONSTRUCTION
MEG
TC
BC
TC
BC
750.65
TW
GRADING KEYNOTES
1. FINISHED GRADE ELEVATIONS IN MILLED ASPHALT SURFACE AREA SHALL
MATCH EXISTING GRADES.
2.THE PROPOSED GRADES OF THE REPLACED CURB ALONG THE EAST SIDE OF
THE PROJECT ARE CLOSE TO EXISTING GRADES. THE CONTRACTOR SHALL
MINIMIZE THE EARTH DISTURBANCE EAST OF THE CURB REPLACEMENT.
3 TAC REVIEW COMMENTS 03/15/2022
05/20/22
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
PARCEL 7
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH4
GG831.96
831.96
828.55
TC 825.79
BC 825.29
TC 824.29
BC 823.79
TC 824.77
BC 824.27
TC 824.08
BC 823.58
TC 823.00
BC 822.50
TC 824.19
BC 823.69
TC 824.56
BC 824.06
825.88
826.00
831.78
833.25
831.86 831.98
834.65
834.52
831.79 MEG 832.62
EXISTING STEPS AND RAMP TO
REMAIN IN PLACE
TC 831.98
BC 831.48
MEG 832.30
MEG 832.44
MEG 832.43
825.00
834.65
834.52
834.63
834.63
834.63
834.52 834.35
833.45
834.35
833.45
833.41
832.00
832.44
832.40
832.44
831.98
832.62
832.51
834.52 832.18
834.22
TC 830.92
BC 830.42
828.29
831.78
TC 828.73
BC 828.23
TC 829.19
BC 828.69
829.28
828.62
828.39
TC 827.80
BC 827.30
827.88
828.04
828.81
828.12
824.86
832.72
833.34
834.65
833.00 831.85
832.85
831.81
828.55
831.83
ST-401
RIM. = 832.72'
ST-305
RIM. = 831.63'
ST-102
RIM. = 827.92'
ST-201
RIM. = 825.75'
ST-202
RIM. = 824.34'
ST-103
RIM. = 823.85'
RIM. = 823.72'
ST-203 BMP
RIM. = 823.45'
ST-204
RIM. = 823.19'
833.34
834.22
832.09
831.95
MEG 832.42
825.07
826.00
826.00
MEG 829.16
MEG 829.68
MEG 829.66MEG 830.18
MEG 830.27
TC 828.53
BC 828.53
TC 828.30
BC 828.30
TC 827.47
BC 826.97
TC 825.31
BC 824.81
TC 827.45
BC 827.45
TC 827.60
BC 827.60
TW 833.50
TW 833.50
TW 832.00
TW 832.00
827.94
828.96
TC 823.58
BC 823.08
TC 822.50
BC 822.00
TC 823.69
BC 823.19
TC 824.06
BC 823.56
824.17
823.09
MEG 832.04
MEG 831.99
ST-101
RIM. = 833.87'
834.44
MATCHLINE - SHEET G2.1
MATCHLINE - SHEET G2.2
828.74
831.23 828.81
828.74
830.80
828.10
827.76
EAST AND SOUTH
MLAG = 824.50, MFPG = 823.50
HIGHEST GRADE ALONG EAST DRIVE CURB = 822.50
BENCHMARKS:
20 600 20 40
G2.2
GRADING PLAN - SOUTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH
PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO
THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO
WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO
THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2 AND SU2.3
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER ORGAS VALVES AND UTILITY PEDESTALS SHALL BE ADJUSTED AS REQUIRED TOMEET PROPOSED FINISH GRADE.
10. ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE AND
SHALL REMAIN PRIVATE.
GENERAL NOTES
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
TOP OF WALL
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
APPROXIMATE LIMITS OF CONSTRUCTION
MEG
TC
BC
TC
BC
750.65
TW
GRADING KEYNOTES
1. FINISHED GRADE ELEVATIONS IN MILLED ASPHALT SURFACE AREA SHALL
MATCH EXISTING GRADES.
2. THE PROPOSED GRADES OF THE REPLACED CURB ALONG THE EAST SIDE OF
THE PROJECT ARE CLOSE TO EXISTING GRADES. THE CONTRACTOR SHALL
MINIMIZE THE EARTH DISTURBANCE EAST OF THE CURB REPLACEMENT.
3 TAC REVIEW COMMENTS 03/15/2022
05/20/22
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH2
FH4
FH3
G
TBM#2 = 834.95
TBM#4 = 810.78 HARROWGATE ADDITIONP.B. 2, PG. 203-205HARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PARCEL 7
PARCEL 8
SFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF SFSF
SF
CW
PT
SF
G
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
BMP UNIT
BMP UNIT
40 1200 40 80
G3.0
OVERALL EROSION CONTROL PLAN
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
EROSION CONTROL LEGEND
CW
PT
SF
EROSION CONTROL NOTES
1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BY THE INSPECTOR.
2. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLY
CONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING THE SITE TO AVOID TRACKING SOIL ONTO
ROADS, WALKS, OR OTHER PAVED AREAS.
3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600
OF THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL, LATEST EDITION.
DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR
FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL.
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THE
SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING
UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
5. 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 DEVELOPERS RESPONSIBILITY TO
RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
GENERAL NOTES
5 TAC REVIEW COMMENTS 0426/2022
05/20/22
TBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
FH1
FH2
FH3
SFSFSFSFSFSF
SF
SF SFSF
SF
CW
PT
SF
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
3
3
3
3
3
3
3
3
8
8
3
4
5
6
6
6
6
6
6
6
1
1
1
1
1
1
7
7
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
BMP UNIT
BMP UNIT
MATCHLINE - SHEET G3.1
MATCHLINE - SHEET G3.2
2
7
7
7
20 600 20 40
G3.1
EROSION CONTROL PLAN - NORTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
EROSION CONTROL LEGEND
CW
PT
SF
EROSION CONTROL NOTES
1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BY THE INSPECTOR.
2. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLY
CONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING THE SITE TO AVOID TRACKING SOIL ONTO
ROADS, WALKS, OR OTHER PAVED AREAS.
3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600
OF THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL, LATEST EDITION.
DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR
FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL.
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THE
SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING
UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
5. 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 DEVELOPERS RESPONSIBILITY TO
RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
7. REFER TO EROSION CONTROL DETAILS ON SHEET G3.4
GENERAL NOTES
EROSION CONTROL KEYNOTES
1. SEDIMENT BAG INLET PROTECTION
2. LIMITS OF CONSTRUCTION
3. TEMPORARY SEEDING
4. CONCRETE WASHOUT
5. PORTABLE TOILETS
6. SILT FENCE
7. CONSTRUCTION ENTRANCE
8. EROSION CONTROL BLANKET
5 TAC REVIEW COMMENTS 04/26/2022
05/20/22
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
PARCEL 7
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH4
GG
SFSFSFSFSFSFSFSFSFSF1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
8
3
3
3
6
6
6
6
6
6
6
6
1
1
8
BMP UNIT
MATCHLINE - SHEET G3.1
MATCHLINE - SHEET G3.2
1
TYP.
20 600 20 40
G3.2
EROSION CONTROL PLAN - SOUTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
EROSION CONTROL LEGEND
CW
PT
SF
EROSION CONTROL NOTES
1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BY
THE INSPECTOR.
2. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK
AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE
LEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER
PAVED AREAS.
3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE
WITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICAL
STANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS
AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO
THE REQUIREMENTS AS SET FORTH IN THE MANUAL.
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE
PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT
AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND
DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
5. 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 DEVELOPERS RESPONSIBILITY TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO
WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
7. REFER TO EROSION CONTROL DETAILS ON SHEET G3.4
GENERAL NOTES
EROSION CONTROL KEYNOTES
1. SEDIMENT BAG INLET PROTECTION
2. LIMITS OF CONSTRUCTION
3. TEMPORARY SEEDING
4. CONCRETE WASHOUT
5. PORTABLE TOILETS
6. SILT FENCE
7. CONSTRUCTION ENTRANCE
8. EROSION CONTROL BLANKET
05/20/22
YmsC2
YmsB2Or
PROJECT SITE
G3.3
STORMWATER POLLUTION
PREVENTION PLAN
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
AREA INLET
SEDIMENT BAG DETAIL
SILT FENCE DETAIL
METAL PINS OR STAPLES TO
SECURE THE POLYETHYLENE
LINING TO THE STRAW BALES
WOOD OR METAL STAKES
TO SECURE THE STRAW
BALES (2 PER STRAW
BALE)
STRAW BALE (ALTERNATIVE
MATERIALS OR PRODUCTS
MAY BE USED TO PROVIDE
STRUCTURAL
CONTAINMENT.
ALTERNATIVE MATERIALS
OR PRODUCTS WILL
REQUIRE DESIGN
MODIFICATION.)
PLAN VIEW
NOT TO SCALE
L = INSIDE LENGTH (10' MIN)
W = INSIDE WIDTH (10' MIN)
POLYETHYLENE LINING
(10 MIL); THE LINING
SHALL EXTEND OVER
THE STRAW BALES.
COMPACTED SOIL
MATERIAL
SECTION A-A
NOT TO SCALE
EXCAVATION
SANDBAGS OR OTHER
APPROPRIATE ANCHORING
SYSTEM TO
SECURE THE POLYETHYLENE
LINING
ASs =
T L = TOP LENGTH OF
EXCAVATION (10' MIN)
B L = BOTTOM LENGTH OF
EXCAVATION
T W = TOP WIDTH OF
EXCAVATION (10' MIN)
B W = BOTTOM WIDTH OF
EXCAVATION
ASS = ANCHORING SYSTEM
TYPE AND SPACING
D = REQUIRED DEPTH TO CONTAIN
WASHOUT INCLUDING 12"
RAINFALL PLUS 12" FREEBOARD
POLYETHYLENE
LINING (10 MIL)
SECTION B-B
NOT TO SCALE
SANDBAGS OR OTHER
APPROPRIATE ANCHORING SYSTEM
TO SECURE THE POLYETHYLENE
LINING
WOOD OR METAL STAKES
TO SECURE THE STRAW
BALES (2 PER STRAW
BALE)
L=10'
STRAW BALES ENTRENCHED 4
INCHES INTO THE SOIL
D = 2'
A A
W=10'
TL=10'
BW=8'
TW=10'
BL=8'
PLAN VIEW
NOT TO SCALE
ABOVE GRADE SYSTEM BELOW GRADE SYSTEM
STANDARD WASHOUT DETAIL
B
CONSTRUCTION ENTRANCE
4
2
5
1
3A
3B
NOTE:
REFER TO GENERAL STAPLE PATTERN GUIDE FOR
CORRECT STAPLE PATTERN RECOMMENDATIONS FOR
SLOPE INSTALLATIONS.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,
FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED
AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"
OVERLAP.
5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER
END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH
OVERLAPPED AREA, APPROXIMATELY 12" APART.
EROSION CONTROL BLANKET SLOPE INSTALLATION
G3.4
EROSION CONTROL DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
1.5% SLOPE
TOOLED CONTROL JOINT
R
1
"
SEE PLANS
4"6"
6"1'-6"45°
MONOLITHIC CURB AND WALK DETAIL
NO SCALE
4" OF COMPACTED #53 STONE
COMPACTED SUBGRADE
NOTES:
1. CURB SHALL HAVE 1/2" EXPANSION JOINTS AT
48'-0" MAX. AND AT ENDS OF RADII. CONTROL
JOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTED
ON PLANS.
2. CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OF
TOTAL THICKNESS OF SLAB.
CURB
PAVING
WALK
TRANSVERSE
JOINTS
LONGITUDINAL
CONTROL JOINT
TOP OF
PAVEMENT
6"6"
6x6, W2.9xW2.9, WWF (EPOXY COATED)
4500 psi CONCRETE SIDEWALK
6" CONCRETE CURB (STRAIGHT) DETAIL
1" = 1'-0"1'-6"6"6"NOTES:
1. PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.
2. PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING AND
AT ENDS OF ALL RADII.
4" COMPACTED
GRANULAR MATERIAL
COMPACTED
SUBGRADER1
"
TOP OF
PAVEMENT
CONCRETE SIDEWALK
(WHERE APPLICABLE)
1/2" EXPANSION JOINT
4" CONCRETE SIDEWALK DETAIL
4" COMPACTED #53 STONE
WIDTH VARIES (SEE PLAN SHEETS)
COMPACTED SUBGRADE4"FINISH
GRADE
4500 psi CONCRETE SIDEWALK
1" = 1'-0"
NOTES:
6x6, W2.9xW2.9, WWF (EPOXY COATED)
1. CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLED
AFTER EACH FINISHING OPERATION.
2. PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEEN
WALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.
3. SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.4"4"3"1 1/2"1'-0 1/2"COMPACTED AGGREGATE #53
MEDIUM DUTY ASPHALT PAVEMENT DETAIL
COMPACTED SUBGRADE
1" = 1'-0"
HMA SURFACE, TYPE A, 9.5 mm
HMA BASE, TYPE A, 19.0 mm
COMPACTED AGGREGATE #2
12" 6"14"TOP OF ASPHALT
PAVMENT
6"6"COMPACTED SUBGRADE
COMPACTED AGGREGATE #53
#5 BAR CONT.
1" = 1'-0"
6" CONCRETE PAVEMENT DETAIL
6x6, W2.9xW2.9, WWF (EPOXY COATED)
NOTES:
1. CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF PAVEMENT SHALL BE
HAND-TOOLED AFTER EACH FINISHING OPERATION.
2. PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK,
BETWEEN WALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS
INDICATED ON THE DRAWINGS.
3. SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.
BIKE RACK DETAIL
NO SCALE
NOTE:
INSTALLATION OF BIKE RACKS TO BE SEPARATE
CONSTRUCTION CONTRACT.DEQ.EQ.1" = 1'-0"
EMBED 8"8"
1" DIA. DRILLED HOLE
1/2" PREFORMED EXPANSION
JOINT FILLER MATERIAL WITH
1/2" SILICONE SEALANT
1/2" DIA. SMOOTH DOWELS
x 1'- 4" LONG AT 4" FROM
TOP OF CURB
1/2" SEALANT
EXISTING CURBNEW CURB
CONCRETE CURB CONNECTION DETAIL
EMBED DOWEL
IN EPOXY
GROUT
DOWEL CAP
1/2" = 1'-0"
1/2"
1/2" PREFORMED EXPANSION
JOINT FILLER WITH SEALANT
VERTICAL SURFACE
CONCRETE SIDEWALK OR
PAVEMENT PER PLAN
PAVEMENT ISOLATION JOINT DETAIL - IJ6"6"2"1 1/2"1'-5 1/2"COMPACTED AGGREGATE #53
HEAVY DUTY H.A.C. PAVEMENT DETAIL
COMPACTED SUBGRADE
1" = 1'-0"
HMA SURFACE, TYPE A, 9.5 mm
HMA BASE, TYPE A, 19.0 mm
COMPACTED AGGREGATE #2 2"2' FRO
M
C
U
R
B,
BUIL
DI
NG
OR
END
O
F
S
P
A
C
E
6"EQ.
6'-0"
EQ.
4" WIDE PAINTED PAVEMENT MARKING
6"PARKING BUMPER DETAIL
NO SCALE
BEVELED
EDGE (TYP.)
3/4" DIA. HOLES FOR 1/2" DIA. x 18" PINS
DRIVEN FLUSH WITH TOP. REINFORCE
BUMPER WITH 2 - #3 BARS.
NOTE:
DIMENSIONS INDICATED ARE
MINIMUMS, MANUFACTURER'S
STANDARDS IN EXCESS ARE
ACCEPTABLE.
4" COMPACTED
GRANULAR MATERIALR1'-6"10"8"6"2'-0"
3"1'-6"4 1/2"
1" = 1'-0"
NOTES:
1. PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.
2. PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING AND
AT ENDS OF ALL RADII.
FINISH
GRADE TOP OF
PAVEMENT
ROLL CURB & GUTTER DETAIL
COMPACTED SUBGRADER1'-6"R1
/
2
"DD/41/8" SAWED
CONTROL JOINT
GREASE & DOWEL CAP WITH BAR STOP
@ BOTH ENDS
1/2" SEALANT
1/2" EXP. JT. FILLER
NOTE:
EXPANSION JOINT - "EJ"CONTROL JOINT - "CJ"
CONCRETE PAVEMENT JOINT DETAILS
NO SCALE D/2PROVIDE 1" DIA. x 1'-6"
LONG EPOXY-COATED
DOWEL @ 12" o.c.
1. CONSTRUCT EXPANSION JOINTS @ 40' MAX. AND CONTROL
JOINTS @ 10' MAX. UNLESS OTHERWISE NOTED.
2. JOINT SEALANT SHALL BE FUEL RESISTANT, TRAFFIC GRADE,
POLYSULFIDE, THIOKOL 2282 OR EQUAL SEALANT PER FEDERAL
SPECIFICATION SS-S-200E
24" x 1" DIA. SMOOTH EPOXY COATED BAR @ 18" C.C.D/2D/2ASPHALT PAVEMENT
TACK COAT
HMA SURFACE, TYPE A, 9.5 mm
ASPHALT SPEED CONTROL BUMP
12'-0"
NO SCALE 3"8"6"NO SCALE
CONCRETE PAVEMENT DETAIL
COMPACTED AGGREGATE BASE #53
COMPACTED SUBGRADE
CONCRETE PAVEMENT (4,500 PSI)
COARSE BROOM FINISH
6x6, W2.9xW2.9, WWF (EPOXY COATED)DEQ.EQ.EMBED 8"8"
1" DIA. DRILLED HOLE
EMBED DOWEL IN EPOXY GROUT
1/2" PREFORMED EXPANSION
JOINT FILLER MATERIAL
1/2" SMOOTH DOWELS
x 1'- 4" LONG @ 2'-0" o.c.
1/2" SEALANT
EXISTING WALKNEW WALK
1 1/2" = 1'-0"
CONCRETE SIDEWALK CONSTRUCTION JOINT DETAIL - CJ
NO SCALED/41/8" SAWED
CONTROL JOINT
DCONSTRUCT CONTROL
JOINTS AS SHOWN ON PLAN
(MAX. SPACING @ 6'-0" o.c.)
NOTE:
1/4" RADIUS
CONCRETE SIDEWALK CONTROL JOINT DETAIL
CONTROL JOINT - SJ D1'-0"1'-0"
1" DIA. DRILLED HOLE
EMBED DOWEL IN EPOXY GROUT
1/2" PREFORMED EXPANSION
JOINT FILLER MATERIAL
1/2" SMOOTH DOWELS
x 2'- 0" LONG @ 1'-6" o.c.
1/2" SEALANT
D/2D/2EXPANSION JOINT - EJ
G4.1
SITE DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
5'-0"
1'-6"3'-6"
4" 3"9 1/2"3"1'-3"1/2"5'-0"4"NEW CONCRETE
SIDEWALK
GALVANIZED
TS 6"x6"x1/4"
1/4" CAP PLATE
MATCH TUBE
STEEL PROFILE
ASPHALT
ACCESS DRIVE
CONCRETE CURB
HARDWOOD
MULCH BED WITH
GROUNDCOVER
18" DIA. CONCRETE PIER9 1/2"9 1/2"6"15'-0" 4'-0" (MAX.)
3"4 1/2"STAINLESS STEEL END CAP POST
(31" HEIGHT MOUNTED TO
CONCRETE AT BOTTOM) WITH A
1/2" DIA. x 6" LONG STAINLESS
STEEL ANCHOR ROD, WASHER
AND NUT.
FACE OF CURB
PLAN VIEW
P 1/4"x4"x10" (GALV.)
C3"x1 1/2"x3/16x10" LONG
CONTINUOUS TUBE
TS 3"x4"x1/4" (GALV.)
L
GUARDRAIL (TYPE 1) ALONG NORTH ACCESS ROAD
3/4" = 1'-0"
A
G4.2
SECTION A
GALVANIZED
TS 6"x6"x1/4"
C3"x1 1/2"x3/16"x10"
LONG (GALV.)
CONTINUOUS TUBE
TS 3"x4"x1/4" (GALV.)
RELOCATED GATE POST
3/4" = 1'-0"
1'-6"±
SIDEWALK AT
NORTHEAST GATE
CONDITION
CONCRETE
CURB
1'-6"
HARDWOOD
MULCH BED
RELOCATED
GATE REPAINT)
ADJUST
PER GATE
LENGTHS
3"2'-9"4"24" DIA., 3,000 psi CONCRETE
PIER WITH (6) #5 VERTICAL
BARS SPACED EVENLY
RELOCATED 8"
DIA. STEEL GATE
POST (REPAINT)
#3 TIES @ 3" o.c.3'-0"#3 TIES @ 12" o.c.
EXISTING
HINGES 6"1.0% SLOPE
1" = 1'-0"
CONCRETE STEPS AT CANOPY
10"
TYP.
1'-0"
TYP.
R 1"
(TYP.)
10"5 1/2"2'-8" (CANOPY BRICK PIER - BEYOND)
SEE STRUCTURAL DRAWINGS
COMPACTED
SUBGRADE
1/2" EXPANSION JOINT
CONCRETE SIDEWALK
1'-0"
#3 EPOXY COATED
NOSING BAR (TYP.)
1/2" EXPANSION
JOINT
7'-3" ±
9'-0"
EL. = 834.35'
EL. = 833.45'TYP.EL. = 833.34'6"1.0% SLOPE
10"
TYP.
1'-0"
TYP.
R 1"
(TYP.)
10"5 1/2"2'-8" (CANOPY BRICK PIER - BEYOND)
SEE STRUCTURAL DRAWINGS
ABRASIVE METAL
NOSINGS (TYP.)TYP.EL. = 832.44'
2"
TYP.
2"
TYP.
1/2" DIA. X 1'-4" LONG
@ 1'-6" o.c.
EPOXY COATED DOWELS
EL. = 832.89'
EL. = 833.90'
(SEE STRUCTURAL)
4"
1/2" DIA. X 1'-4" LONG @ 1'-6" o.c.
EPOXY COATED DOWELS
4' OF #53 AGGREGATE
COMPACTED
SUBGRADE
1'-0"
1/2" EXPANSION
JOINT
1/2" DIA. X 1'-4" LONG
@ 1'-6" o.c.
EPOXY COATED DOWELS
4"
1/2" DIA. X 1'-4" LONG @ 1'-6" o.c.
EPOXY COATED DOWELS
4' OF #53 AGGREGATE
1/2" EXPANSION
JOINT
CONCRETE
SIDEWALK
NOTE:
SEE ARCHITECTURAL DETAILS 3
AND 4 ON SHEET A10.09 FOR
HANDRAILS.
3/4" = 1'-0"
PLANTER WALL SECTIONS AT CANOPY PIER
1 1/2"
2 1/2"
CONCRETE RETAINING
WALL WITH FORM LINER
REFER TO ARCHITECTURAL
SPECIFICATIONS
4" OF #53 AGGREGATE
4" CONCRETE
1/2" EXPANSION JOINT
WITH SEALANT 2'-0"ELEVATION OF CONCRETE
VARIES SEE SHEET G2.2 3'-0"FROM1'-9" (AT SOUTH)TO 4'-1" (AT NORTH)3'-4"1'-0"CAST STONE CAP w/ DRIP
ANCHORED IN APPROVED MANNER
1/2" RADIUS
PLANTING SOIL MIX AS SPECIFIED
1'-6"
1/2" RADIUS
1/2"WASHPROVIDE WATERPROOF MEMBRANE
4" PERFORATED HDPE PIPE
FILTER FABRIC
#8 AGGREGATE
#5 BARS AT 12" o.c., EACH WAY
#5 BENT BAR @ 12" o.c. (4) #5 BARS (CONTINUOUS)
@ 10" o.c., TOP AND BOTTOM
1'-6"1'-7"
2'-11"
(SEE STRUCT.)
(SEE STRUCT.)
EAST FACE OF WEST
CANOPY PIERS
WEST FACE OF EAST
CANOPY PIERS
3/4" = 1'-0"
PLANTER WALL SECTIONS
1 1/2"
2 1/2"
CONCRETE RETAINING
WALL WITH FORM LINER
REFER TO ARCHITECTURAL
SPECIFICATIONS
4" OF #53 AGGREGATE
4" CONCRETE
1/2" EXPANSION JOINT
WITH SEALANT 2'-0"ELEVATION OF CONCRETE
VARIES SEE SHEET G2.2 3'-0"FROM1'-9" (AT SOUTH)TO 4'-1" (AT NORTH)3'-4"1'-0"CAST STONE CAP w/ DRIP
ANCHORED IN APPROVED MANNER
1/2" RADIUS
PLANTING SOIL MIX
AS SPECIFIED
1/2" RADIUS
1/2"WASHPROVIDE WATERPROOF MEMBRANE
4" PERFORATED HDPE PIPE
FILTER FABRIC
#8 AGGREGATE
#5 BARS AT 12" o.c., EACH WAY
#5 BENT BAR @ 12" o.c. (4) #5 BARS (CONTINUOUS)
@ 10" o.c., TOP AND BOTTOM
PROVIDE FLEXIBLE FLASHING
BELOW CAST STONE CAP
NOTE:
PROVIDE 1/2" EXPANSION
JOINT AND SEALANT BETWEEN
THE PLANTER WALLS AND
CANOPY PIERS.
PROVIDE FLEXIBLE FLASHING
BELOW CAST STONE CAP
2'-7" ± 1"W 6 x 9 STEEL
FINISH GRADE
W6 X 9 X 1'-2 1/4" (LONG)
STEEL GALVANIZED
GALVANIZED POST
HIGHWAY GUARDRAIL TYPE 2
NO SCALE
SEE BASE
PLATE DETAIL1 1/2"1'-0"1 1/2"4 1/2"4 1/2"1 1/2"1 1/2"9"
1" DIA. (TYP.)
7/8" STEEL PLATE, A36
(GALVANIZED)
3/16"
1'-0"4"(MIN.)OUTER STRUCTURE EDGE
NOTES:
1. MOUNTED POSTS SHALL BE SPACED IN ACCORDANCE WITH
STANDARD MGS W-BEAM POST SPACING, PER INDOT
STANDARD DRAWING E-601-MGSA-05.
2. THE ANCHOR BOLT SHALL BE 7/8" DIA. ROD, CUT OFF TO 8 1/2"
LENGTH WITH WASHER AND NUT, GALVANIZED. THE MINIMUM
EMBEDMENT SHALL BE 6". THE ANCHOR BOLT SHALL BE
INSTALLED USING HILTI RE500 EPOXY ANCHORING SYSTEM.
3. THE CENTER OF THE ANCHOR BOLT SHALL BE INSTALLED A
MINIMUM OF 4" FRO THE OUTER STRUCTURE EDGE.
1'-6"
FOUR 7/8" X 8 1/2" LONG
GALVANIZED ANCHOR BOLTS
SEE STRUCTURAL SHEETS
S1.03 FOR RETAINING WALL
INFORMATION
BASE PLATE DETAIL
6"
GALVANIZED
GUARD RAIL BEAM
PER INDOT SPECIFICATIONS
HANDRAIL PER ARCHITECTURAL
PLANS AND SPECIFICATIONS
G4.2
SITE DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
6"
DETECTABLE WARNING SURFACE
1/2" WIDE x 1/8" DEEP GROOVE @ 3" O.C.
ADA ACCESSIBLE CURB RAMP - TYPE "B"
NO SCALE
6" CONCRETE
CURB
1
G4.3
3/4" = 1'-0"
ASPHALT PAVEMENT SECTION
PER CITY STANDARDS
6'-6"±
6"2'-0"
EXISTING SIDEWALK
MATCH EXIST. GRADE GUTTER LINE
NEENAH 2'X8' TACTILE
WARNING PLATES
(WHERE NOTED)8"6" #53 STONE
(95% COMPACTION)
5" CONCRETE (4,500 PSI)
#4 DOWELS @
12" O.C. (1'-4" LONG)
8.33% MAX. SLOPE
1/2" EXPANSION JOINT MATERIAL
SIDEWALK RAMP - SECTION 1
MAX.
10:1 MAX
6"6"6'-0"5'-0"
5'-0"
10:1 1/4"5'-0"
5'-0"
10:112:1 (MAX.)2'-0"5'-0"
PROVIDE 1/2" DIA. EPOXY COATED
DOWELS AND 1/4" EXPANSION
JOINT WITH SEALANT ON ALL
SIDES ADJACENT TO EXISTING
CONCRETE
5'-0"
PLAN
ELEVATION
ADA ACCESSIBLE CURB RAMP - TYPE "A"
NO SCALE
PER PLAN
PER PLAN
1
G4.3
ADA ACCESSIBLE CURB RAMP TYPE "E"
ADA ACCESSIBLE CURB RAMP TYPE "C"
ADA ACCESSIBLE CURB RAMP TYPE "D"
G4.3
SITE DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
NO SCALE
DRAIN DETAIL
DRAINAGE AGGREGATE
PERF. DRAIN PIPE
OPEN JOINT AT
40 FT. CENTERS
NO SCALE
CAPPING DETAIL - PROFILE
RANDOMLY
STAGGER
VERTICAL
JOINTS
A-CAP B-CAP
FOR STRAIGHT WALLS, ALTERNATE A-CAP AND B-CAP
A-CAP
B-CAP
USE STANDARD UNIT SPLIT HALF TO
FINISH STEP IN TOP OF WALL
34" OVERHANG
SPLIT ENDS OF
BOTH CAP UNITS
STANDARD UNIT SPLIT
HALF AT STEP DOWN
6"
STEP
SPLIT SIDES OF CAPS
NO SCALE
CAPPING DETAIL - PLAN VIEW
B-CAP B-CAP
INSIDE CURVES USE B-CAPS
A-CAP A-CAP
OUTSIDE CURVES USE A-CAPS
NO SCALE
WALL W/ PIPE PENETRATION
SECTION
NO SCALE
WALL W/ PIPE PENETRATION
PROFILE
PRECAST LINTEL BEAM
MIN. 18" BEARING (TYP)
LINTEL NOTES:
· FINAL BEAM SIZE, REINFORCEMENT, AND CONFIGURATION TO BE DESIGNED BY WALL DESIGN ENGINEER
· LINTEL BEAMS SHALL BE PRECAST WITH MINIMUM 7 DAYS CURE
· HEIGHT OF BEAM SHALL CORRESPOND TO HEIGHT OF MODULAR UNITS
· PLACEMENT OF LINTEL BEAMS SHALL BE CONSISTENT WITH THE PLACEMENT OF OUTFALL PIPE
· INSTALL OUTFALL PIPE PRIOR TO CONSTRUCTION OF WALL ABOVE
· OUTFALL PIPE SHALL EXTEND BEYOND BASE COURSE OF WALL NO LESS THAN 6"
· GEOTEXTILE FABRIC SHALL BE INSTALLED AROUND PIPE OPENING
· LINTEL TO EXTEND MINIMUM 18" EITHER SIDE OF PIPE
GRID NOT SHOWN
FOR CLARITY
FILTER
FABRIC
PRECAST
LINTEL BEAM
CONCRETE HEADWALL
OR CUT MODULAR UNITS
OUTFALL PIPE
SCOUR PROTECTION
AS REQUIRED
FILTER FABRIC
FILTER
FABRIC
PRECAST
LINTEL BEAM
CONCRETE HEADWALL
OR CUT MODULAR UNITS
SCOUR
PROTECTION
AS REQUIRED PRECAST LINTEL BEAM
PROVIDE BOND
BREAK AT
WALL OPENING
USE COBBLE
UNITS OR CUT
STANDARD UNITS,
SEE ABUTMENT
DETAIL
GEOSYNTHETIC AT STRUCTURES
BEHIND WALL
SECTION
GEOSYNTHETIC INSTALLATION
DETAIL
SECTION
NOTE:
· FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND SPECIFICATIONS
· GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL BE DETERMINED BY
WALL DESIGN ENGINEER
· MINIMIZE CUTTING OF MACHINE DIRECTION STRANDS (THOSE RUNNING
PERPENDICULAR TO THE WALL FACE) AS MUCH AS POSSIBLE
· DECREASE IN OVERALL GEOGRID STRENGTH DUE TO CUTTING SHOULD BE
ACCOUNTED FOR IN THE DESIGN OF THE WALL
DI RECTI
O
N
OF STRE
N
G
T
H
(ROLL
DIRE
C
TI
ON)GRID LENGTHDIRECTION OF STRENGTHDO NOT OVERLAP
GRID LAYERS
CUT GRID AROUND
VERTICAL
STRUCTURES
BEHIND WALL
START GRID APPROX. 1"
FROM FRONT OF UNITS
GEOSYNTHETIC PLACEMENT
CONVEX (OUTSIDE) CURVE
NO SCALEDIRECTION OF STRENGTH(ROLL DIRECTION)CUT REINFORCEMENT AROUND
CURVE TO APPROXIMATELY 1"
FROM FACE OF UNITS
ENSURE REINFORCEMENT
DOES NOT OVERLAP WITHIN
THE DEPTH OF THE UNIT
PLACE 3" OF SOIL FILL BETWEEN
OVERLAPPING REINFORCEMENT
FOR PROPER ANCHORAGE
TYPICAL SECTION - REINFORCED MODULAR
RETAINING WALL
NO SCALE
IMPERVIOUS FILL
12" DEEPCAP UNIT ADHERES
TO TOP UNIT
W/VERSA-LOK
CONCRETE ADHESIVE
VERSA-LOK ULTRA
MODULAR CONCRETE
UNITS
UNDISTURBED SOIL
GRANULAR LEVELING PAD
MIN. 6" THICK
IMPERVIOUS FILL
4" DIA. DRAIN PIPE
OUTLET @ END OF WALL
OR @ 40' CENTERS MAX
SLOPE DRAIN (18"/FT)
12" THICK MIN.
DRAINAGE AGGREGATE
REINFORCED BACKFILL
COMPACTED 95% OF MAXIMUM
STANDARD PROCTOR DENSITY
GEOSYNTHETIC REINFORCEMENT
LENGTH, SPACING, & STRENGTH
TO BE DETERMINED BY DESIGN ENGINEER
PINNING DETAIL
3/4" SETBACK
NO SCALE
PINNING DETAIL
1/4" SETBACK
NO SCALE
PINHOLE
VERSA-TUFF PIN
2 PER UNIT
3/4"
PINHOLE
1/4"
RECEIVING SLOTVERSA-TUFF PIN
2 PER UNIT
DIRECT
I
O
N
O
F
S
T
R
E
N
G
T
H
(ROLL DIRECT
I
O
N
)3"4"MODULAR WALL SIZES
TO MATCH EXISTING
WALL
PROVIDE STONE
AT OUTLET PIPE
APPROXIMATE LOCATION
OF EXISTING MODULAR
RETAINING WALL
FACE OF EXISTING
BUILDING
811.00
815.85
15'-0" 1'-10" 1'-0"
6'-0"
821.00
1'-0"1'-0"
6'-0"
824.00(W)
822.00(N)
827.00(W)
823.00(N)
8' BLACK VINYL
CHAIN-LINK FENCE
WASHED RIVER ROCK
NEW MODULAR RETAINING WALL
(SEE DETAIL THIS SHEET)
HARDWOOD MULCH BED
WITH GROUNDCOVER
1'-0"
6"
HANDRAIL 5" CONCRETE SIDEWALK
3'-0"14'-0"
HARDWOOD MULCH BED
WITH GROUNDCOVER
3'-6" 1'-6"
GUARDRAIL -TYPE 1
PER DETAIL ON
SHEET G4.2
NEW ACCESS
ROAD
HARDWOOD MULCH
BED WITH SHRUBS
NEW MODULAR RETAINING WALL
(SEE DETAIL THIS SHEET)
NEW MODULAR RETAINING WALL
(SEE DETAIL THIS SHEET)
EXISTING ASPHALT
PAVEMENT
4" OF LANDSCAPE STONE
OVER WEED BARRIER
(MATCH EXISTING
ADJACENT STONE)
MODULAR WALL SECTION
1/4" = 1'-0"
NEW MODULAR RETAINING WALL TO MATCH EXISTING MODULAR RETAINING WALL
1. SEE SHEET G1.5 FOR LAYOUT
2. THE CONTRACTOR SHALL IDENTIFY THE EXISTING WALL MANUFACTURER IN ORDER TO MATCH TYPE OF
WALL INSTALLED. IF MANUFACTURER CAN NOT BE IDENTIFIED, ACCEPTABLE MANUFACTURES INCLUDE
VERSA-LOK AND ALLEN BLOCK
3. THE COLOR, SIZES AND SURFACE FINISH SHALL MATCH THE EXISTING WALL.
4. THE REINFORCING OF THE WALL AND TIE IN SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.
5. EXISTING WALL CAN REMAIN IN PLACE IN ORDER TO RETAIN DURING CONSTRUCTION.
6. THE MODULAR RETAINING WALL SHALL BE INSTALLED PER MANUFACTURERS DESIGN AND LAYOUT PLANS,
CERTIFIED BY A STRUCTURAL ENGINEER IN THE STATE OF INDIANA.
7. GEOGRID TIE-BACK SYSTEM PER MANUFACTURERS DESIGN.
1
SEE NOTE 7
SEE NOTE 7
SEE NOTE 7
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
G4.4
SITE DETAILS
6'-0"
05/20/22
TBM#2 = 834.95
TBM#4 = 810.78 HARROWGATE ADDITIONP.B. 2, PG. 203-205HARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
PARCEL 7
PARCEL 8
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH2
FH4
FH3
GG
ST-401
ST-305
ST-201
ST-302
ST-102
ST-202
ST-306
ST-203
BMP
ST-402
ST-303
ST-301
ST-103
ST-104
ST-304
ST-105
ST-502
ST-204
ST-403
ST-404
ST-501
ST-406
BMP
ST-500 IN
ST-500 OUT
ST-405
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
ST-101
ST-601
ST-602
ST-603
40 1200 40 80
SU1.0
OVERALL UTILITY PLAN
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. 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
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
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.
7. REFER TO UTILITY DETAILS ON SHEET SU2.1, SU2.2, SU2.3,
SU2.4, SU2.5 AND SU2.6
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9. SEE SHEETS SU1.1 AND SU1.2 FOR SANITARY PLAN
INFORMATION AND SHEET SU2.2 FOR SANITARY DETAILS
10. ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE
PRIVATE AND SHALL REMAIN PRIVATE.
GENERAL NOTES
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW UNDERDRAIN
OR
APPROXIMATE LIMITS OF CONSTRUCTION
05/20/22
TBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
FH1
FH2
FH3
TBM#4 = 810.78
ST-305
ST-302
RIM. = 828.09'
INV. 823.49 (N)
ST-202
RIM. = 824.34'
INV. 820.34 (S)
INV. 818.84 (E)
INV. 820.34 (N)
ST-203
RIM. = 823.45'
INV. 818.74 (W)
INV. 818.74 (E)
ST-303
RIM. = 825.64'
INV. 820.97 (E)
INV. 820.57 (NE)
INV. 821.97 (S)
INV. 822.38 (W)
ST-402
RIM. = 824.31'
INV. 819.83 (S)
INV. 819.73 (E)
ST-301
RIM. = 825.08'
INV. 821.39 (W)
ST-104
RIM. = 823.72'
INV. 815.32 (S)
INV. 815.22 (N)
ST-304
RIM. = 823.67'
INV. 819.62 (E)
ST-105
RIM. = 824.26'
INV. 814.95 (S)
INV. 814.85 (W)
ST-306
RIM. = 823.53'
INV. 814.10 (E)
INV. 809.85 (N)
INV. 818.55 (SW)
INV. 819.55 (W)
INV. 809.85 (S)
ST-502
RIM. = 818.88'
INV. 809.60 (S)
INV. 809.50 (N)
INV. 812.38 (E)
ST-403
RIM. = 822.48'
INV. 818.77 (S)
3
3
32
7
7
4
19
30
2
19
19
17
17
2
8
8
8
18
18
18
18
18
18
18
18
18
18
ST-404
RIM. = 823.36'
INV. 818.64 (N)
INV. 818.54 (W)
6" SAN. LATERAL INV.=
825.23
6" SAN. LATERAL INV.=
820.47
1
SAN-2
SAN. MANHOLE
RIM. = 827.40'
INV. 819.85 (N)
INV. 820.05 (S)
INV. 820.05 (E)
ST-501
RIM. = 823.21'
INV. 812.00 (E)
INV. 812.00 (N)
ST-500 OUT
INV. 812.00 (W)
ST-500 IN
INV. 816.50 (S)
ST-406
RIM. = 823.51'
INV. 816.53 (S)
INV. 816.53 (N)ST-405
RIM. = 823.67'
INV. 819.46 (W)
INV. 816.56 (N)
INV. 818.36 (E)
7
7
7
2
23
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
8
24
24
24
24
24
32
22
17
2
26
21
27
9
INV.=823.23
9
INV.=824.14
1
1
1
25
25
SAN-1
SAN. DROP MANHOLE
DOGHOUSE CONNECTION
RIM. = 825.26'
INV. 815.69 (E)
INV. 808.58 (N)
INV. 808.58 (S)
INV. 818.79 (S)
SAN-3
SAN. MANHOLE
RIM. = 825.44'
INV. 816.40 (W)
INV. 816.60 (S)
30
1
MATCHLINE - SHEET SU1.1
MATCHLINE - SHEET SU1.2
31
31
3
34
33
37
20 600 20 40
SU1.1
UTILITY PLAN - NORTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THE
SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDINGUNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN ACONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TORESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHINONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTIONOF 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.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3, SU2.4, SU2.5 AND SU2.6
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER OR GAS VALVESAND UTILITY PEDESTALS SHALL BE ADJUSTED AS REQUIRED TO MEET PROPOSED FINISH
GRADE.
10. ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE AND SHALL REMAINPRIVATE.
GENERAL NOTES
UTILITY KEYNOTES
1. 8" PVC SANITARY PIPE @ 1.50% MIN. SLOPE
2. PROPOSED CLEANOUT
3. 10" FIRE PROTECTION LINE @ 5' MIN. DEPTH
4. CONNECT 10" FIRE PROTECTION LINE TO EXISTING WATER/FIRE PROTECTION LINE
5. NOT USED
6. PROPOSED WATER VALVE
7. CONNECT EXIST. STORM SEWER PIPE(S) TO NEW STORM STRUCTURE.
8. DOWNSPOUT BOOT AND 8" DIA. DIP @ 2.0% MIN. SLOPE. CONNECT TO STORM SEWER
MAINLINE WITH WYE CONNECTION.
9. 6" PVC ROOF DRAIN (COORDINATE WITH M.E.P. PLANS)
10. 10" PVC ROOF DRAIN (COORDINATE WITH M.E.P. PLANS)
11. EXISTING LIFT STATION
12. EXISTING POOL UNDERDRAIN DISCHARGE LINE FROM LIFT STATION. CONNECT NEW LINE
TO EXISTING LINE AT THIS LOCATION.
13. PROPOSED NATURAL GAS LINE
14. NATURAL GAS SERVICE AND METER (COORDINATE WITH M.E.P. PLANS)
15. 4" DOMESTIC WATER SERVICE (COORDINATE WITH M.E.P. PLANS)
16. 6" FIRE PROTECTION SERVICE (COORDINATE WITH M.E.P. PLANS)
17. PROPOSED 6" FIRE HYDRANT AND VALVE ASSEMBLY
18. PROPOSED LIGHT POLE
19. PROPOSED LIGHT BOLLARD
20. 25 LF. OF NEW DUCTILE IRON PIPE @ 2.0% SLOPE FROM EXISTING LIFT STATION. MATCH
EXISTING PIPE SIZE.
21. 6" HDPE STORM LINE @ 1.0% MIN. SLOPE
22. UNDERGROUND DETENTION SYSTEM, SEE DETAILS ON SHEET SU2.4
23. 10" HDPE STORM LINE @ 1.0% MIN. SLOPE
24. PAVEMENT UNDERDRAIN
25. 6" PVC SANITARY LATERAL @ 2.0% MIN. SLOPE
26. CONNECT 6" BUILDING UNDERDRAIN TO NEW 6" HDPE @ INVERT 817.98, COORDINATE
WITH M.E.P. PLANS.
27. CONNECT (CORE DRILL) 6" HDPE TO NEW MANHOLE STRUCTURE @ INVERT 817.60
28. 10" PVC POOL DRAIN-DOWN LINE, INVERT = 828.98
29. 68 LF. OF NEW 10" PVC (SCHEDULE 40) @ 1.50% SLOPE
30. 6" PVC SANITARY LATERAL @ 2.92% SLOPE
31.6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN @ INVERT 812.00. CONNECT TO
ST-501.
32. 8" FIRE PROTECTION LINE @ 5' MIN. DEPTH
33. 10"x 10"x 10" TEE (DIP)
34. 10" TO 8" REDUCER (DIP)
35. PROVIDE PIV ON 6" FIRE LINE
36. NEW WALL MOUNTED FIRE DEPARTMENT CONNECTION (FDC), SEE PLUMBING PLANS
37. 10" VALVE
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW UNDERDRAIN
OR
APPROXIMATE LIMITS OF CONSTRUCTION
3 TAC REVIEW COMMENTS 03/15/2022
6 TAC REVIEW COMMENTS 05/12/2022
05/20/22
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
PARCEL 7
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH4
G
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
PARCEL 7
G
FPWPROPOSED NATURAL GAS SERVICE LINE IS FROM
EXISTING GAS MAIN LOCATED WITHIN MAIN STREET
RIGHT-OF-WAY (SEE SHEET SU1.3 FOR MORE
INFORMATION). COORDINATE WITH CENTERPOINT
ENERGY.
ST-401
RIM. = 832.72'
INV. 825.52 (N)
INV. 827.48 (E)
ST-305
RIM. = 831.63'
INV. 819.99 (S)
INV. 819.53 (N)
INV. 827.88 (W)
INV. 820.88 (SW)
ST-201
RIM. = 825.75'
INV. 821.08 (N)
INV. 821.58 (SW)
ST-102
RIM. = 827.92'
INV. 823.58 (W)
INV. 823.48 (NE)
ST-202
RIM. = 824.34'
INV. 820.34 (S)
INV. 818.84 (E)
INV. 820.34 (N)
ST-203
RIM. = 823.45'
INV. 818.74 (W)
INV. 818.74 (E)
ST-103
RIM. = 823.85'
INV. 819.54 (SW)
INV. 819.44 (N)
RIM. = 823.72'
INV. 815.32 (S)
INV. 815.22 (N)
ST-204
RIM. = 823.19'
INV. 818.68 (W)
INV. 816.98 (E)
4
1
3
3
13
13
15
16
6
EXISTING POOL UNDERDRAIN
11
14
19
17
8
20
8
8
8
8
6" SAN. LATERAL INV.=
825.31
8" SAN. LATERAL INV.=
819.98
7
7
7
2
21
8
8
8
24
ST-101
RIM. = 833.87'
INV. 824.68 (E)
INV. 827.44 (NE)
INV. 827.44 (S)
12
2
INV.=825.25
9
INV.=824.14
10
INV.=827.48
9
INV.=825.14
1
30
25
2
28
29
2
INV.=819.91
2
INV.=823.93
2
INV.=819.44
30
MATCHLINE - SHEET SU1.1
MATCHLINE - SHEET SU1.2
100.0'6
35
36
SU1.2
UTILITY PLAN - SOUTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
20 600 20 40
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THE
SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDINGUNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN ACONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TORESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHINONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTIONOF 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.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3, SU2.4, SU2.5 AND SU2.6
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER OR GAS VALVESAND UTILITY PEDESTALS SHALL BE ADJUSTED AS REQUIRED TO MEET PROPOSED FINISH
GRADE.
10. ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE AND SHALL REMAINPRIVATE.
GENERAL NOTES
UTILITY KEYNOTES
1. 8" PVC SANITARY PIPE @ 1.50% MIN. SLOPE
2. PROPOSED CLEANOUT
3. 10" FIRE PROTECTION LINE @ 5' MIN. DEPTH
4. CONNECT 10" FIRE PROTECTION LINE TO EXISTING WATER/FIRE PROTECTION LINE
5. NOT USED
6. PROPOSED WATER VALVE
7. CONNECT EXIST. STORM SEWER PIPE(S) TO NEW STORM STRUCTURE.
8. DOWNSPOUT BOOT AND 8" DIA. DIP @ 2.0% MIN. SLOPE. CONNECT TO STORM SEWER
MAINLINE WITH WYE CONNECTION.
9. 6" PVC ROOF DRAIN (COORDINATE WITH M.E.P. PLANS)
10. 10" PVC ROOF DRAIN (COORDINATE WITH M.E.P. PLANS)
11. EXISTING LIFT STATION
12. EXISTING POOL UNDERDRAIN DISCHARGE LINE FROM LIFT STATION. CONNECT NEW LINE
TO EXISTING LINE AT THIS LOCATION.
13. PROPOSED NATURAL GAS LINE
14. NATURAL GAS SERVICE AND METER (COORDINATE WITH M.E.P. PLANS)
15. 4" DOMESTIC WATER SERVICE (COORDINATE WITH M.E.P. PLANS)
16. 6" FIRE PROTECTION SERVICE (COORDINATE WITH M.E.P. PLANS)
17. PROPOSED 6" FIRE HYDRANT AND VALVE ASSEMBLY
18. PROPOSED LIGHT POLE
19. PROPOSED LIGHT BOLLARD
20. 25 LF. OF NEW DUCTILE IRON PIPE @ 2.0% SLOPE FROM EXISTING LIFT STATION. MATCH
EXISTING PIPE SIZE.
21. 6" HDPE STORM LINE @ 1.0% MIN. SLOPE
22. UNDERGROUND DETENTION SYSTEM, SEE DETAILS ON SHEET SU2.4
23. 10" HDPE STORM LINE @ 1.0% MIN. SLOPE
24. PAVEMENT UNDERDRAIN
25. 6" PVC SANITARY LATERAL @ 2.0% MIN. SLOPE
26. CONNECT 6" BUILDING UNDERDRAIN TO NEW 6" HDPE @ INVERT 817.98, COORDINATE
WITH M.E.P. PLANS.
27. CONNECT (CORE DRILL) 6" HDPE TO NEW MANHOLE STRUCTURE @ INVERT 817.60
28. 10" PVC POOL DRAIN-DOWN LINE, INVERT = 828.98
29. 68 LF. OF NEW 10" PVC (SCHEDULE 40) @ 1.50% SLOPE
30. 6" PVC SANITARY LATERAL @ 2.92% SLOPE
31.6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN @ INVERT 812.00. CONNECT TO
ST-501.
32. 8" FIRE PROTECTION LINE @ 5' MIN. DEPTH
33. 10"x 10"x 10" TEE (DIP)
34. 10" TO 8" REDUCER (DIP)
35. PROVIDE PIV ON 6" FIRE LINE
36. NEW WALL MOUNTED FIRE DEPARTMENT CONNECTION (FDC), SEE PLUMBING PLANS
37. 10" VALVE
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW UNDERDRAIN
OR
APPROXIMATE LIMITS OF CONSTRUCTION
3 TAC REVIEW COMMENTS 03/15/2022
6 TAC REVIEW COMMENTS 05/12/2022
05/20/22
E MAIN STREET HARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 1
LOT 48
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 5
PARCEL 7
PARCEL 8
ADJOINER
ADJOINER
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH4
FH3
GG
NATURAL GAS SERVICE. COORDINATE
WITH M.E.P. PLANS FOR LOCATION.
PROPOSED NATURAL GAS LINE.
COORDINATE LOCATION AND
INSTALLATION WITH CENTERPOINT
ENERGY.
PROPOSED NATURAL GAS LINE.
COORDINATE LOCATION AND
INSTALLATION WITH CENTERPOINT
ENERGY.
CONNECT PROPOSED NATURAL GAS LINE
TO EXISTING GAS MAIN LOCATED WITH
MAIN STREET RIGHT-OF-WAY. COORDINATE
WITH CENTERPOINT ENERGY.
EXISTING GAS MAIN
PROPOSED BUILDING ADDITION
18,240 SFT.FINISH FLOOR ELEV. = 851.55 (EAST)FINISH FLOOR ELEV. = 852.89 (WEST)
FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKINGSAN SAN SANPERFORMING ARTS PROJECT
NOT IN CONTRACT, FOR REFERENCE ONLY
60 1800 60 120
SU1.3
UTILITY PLAN
GAS SERVICE
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. 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
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
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.
GENERAL NOTES
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
05/20/22
SEE STRUCTURE DATA TABLE FOR
CASTING TYPE AND ELEVATIONFINISH GRADE
ASPHALTIC
MASTIC OR BUTYL
RUBBER SEAL
BETWEEN JOINTS
PRECAST CONCRETE ADJUSTING
RINGS AS NEEDED (12" OF RINGS MAX.)
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE.
48" DIA. 5"16"TYP.PRECAST CONCRETE
SECTIONS
PREFORMED HOLE TO MAX.
OF PIPE O.D. + 6" W/ NON
SHRINK CEMENT GROUT
BENCHWALLS AT MIN. 1/2" PER
FOOT SLOPE. BENCHWALLS TO
BE CONSTRUCTED TO SPRING
LINE OF PIPE.
MANHOLE BASE SET ON
6" OF #8 OR #2 STONECOMPACTED
SUBGRADE
PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
O-RING GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS
BASE 6" OR 8"
PER SECTION
3"#4 BAR @ 12" o.c.
EACH WAY
(STEEL MESH
AREA = 0.12 SQ.
IN./SQ. FT.)
STORM MANHOLE TYPE "C" DETAIL
1/2" = 1'-0"
24" DIA.
SEE STRUCTURE DATA
TABLE FOR PIPE SIZE
AND INVERT ELEV.
NOTES:
1. MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443.
2. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE
DRAINS TO WATERWAYS".
3. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.VARIES16" MIN.12" TO 15""A"
PIPE SIZE
24" X 24"
STRUCTURE SIZING CHART
"F" 30" X 30"
"M" 24" X 36"
1" = 1'-0"
STORM INLET DETAIL
INSIDE
DIMENSIONS
INLET
TYPE
8"6"
CLASS "A" PRECAST REINFORCED
CONCRETE BOX
SEE STRUCTURE DATA
TABLE FOR PIPE SIZE
AND INVERT ELEV.
INSIDE DIMENSION
* SEE SIZING CHART ABOVE
SEE STRUCTURE DATA TABLE FOR
CASTING TYPE AND ELEVATION
BASE SET ON 6" OF
#8 OR #2 STONE
COMPACTED
SUBGRADEINSIDE DIMENSION* SEE SIZING CHART ABOVEMAX. NUMBER OF
SIDES OF THE
INLET WITH PIPES
3
18" TO 24"
315" TO 18"
3
NOTES:
1. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE
DRAINS TO WATERWAYS".
2. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.
FOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
FOR PIPE LOCATED
IN GRASSED AREAS
STORM SEWER (PVC & HDPE) TRENCH DETAIL
NO SCALE
NOTES:
1. ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MIN. 9" CLEARANCE EACH SIDE
OR PIPE FOR 42" DIA. AND LESS.
Bc MIN.4"12"MIN. 1.25 O.D.+12"
MIN. 6" TOPSOIL
OUTSIDE PAVEMENT LIMITS
PAVEMENT SECTION
REGULAR BACKFILL -
GREATER THAN 5' FROM
EDGE OF PAVEMENT
COMPACTED 90%
REGULAR BACKFILL-
GREATER THAN 5' FROM
EDGE OF PAVEMENT
COMPACTED TO 90%
#8 CRUSHED STONE OR
EQUIVALENT CLASS 1
MATERIAL HAND TAMPED
OR WALKED INTO PLACE
"B" BORROW (INDOT SPEC.) OR
EQUIVALENT GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY
20 L.F. (MIN,)20 L.F. (MIN,) 20 L.F. (MIN,)2
0
L
.
F
.
(MIN
,
)2'-0"VARIES4" DIA. PERF.
PVC SDR-35 PIPE
1'-0"4"NON WOVEN
FILTER CLOTH
#8 WASHED
AGGREGATE
COMPACTED AGGREGATE BASE
PAVEMENT
CURB INLET
NOTES:
1. TAP STRUCTURES IN PAVEMENT AS SHOWN
OR AS DIRECTED ON THE PLAN SHEET
2. ADJUST UNDERDRAIN AS REQUIRED TO
AVOID SEWER LINES AND OTHER UTILITIES.
3. GROUT SOLID THE CONNECTION TO STORM
STRUCTURE
PAVEMENT UNDERDRAIN DETAIL
NONE
STORM SEWER / WATER LINE CROSSING DETAIL
NONE 1/6 Bc3"
4"
6"
LEGEND
MATERIAL BELOW PIPE
d = DEPTH OF BEDDING
D = INSIDE DIAMETER
Bc = OUTSIDE DIAMETER
30" TO 60"
27" & SMALLER
66" & LARGER
D (d) MIN.
3/4" = 1'-0"
DEPTH OF BEDDING
MATERIAL BELOW PIPE
NOTES:
1. ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MIN. 9" CLEARANCE EACH SIDE
OR PIPE FOR 42" DIA. AND LESS.
REGULAR BACKFILL -
GREATER THAN 5' FROM EDGE
OF PAVEMENT COMPACTED 90%
MIN. 1.25 O.D.+12"
FOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
FOR PIPE LOCATED
IN GRASSED AREAS
Bc
MIN. 6" TOPSOIL
IN NON-PAVED AREAS
PAVEMENT SECTION
"B" BORROW (INDOT SPEC.) OR
EQUIVALENET GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY
"B" BORROW (INDOT SPEC.) OR
EQUIVALENET GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY d STORM SEWER (RCP) TRENCH DETAIL
SLOPE
MIN.
NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARD
BOXES OR EXTENDED FLUSH WITH THE PAVING. CO VER SHOULD BE
THREADED TYPE, WATER TIGHT AND CAPPED.
1/2" = 1'-0"
CLEANOUT DETAILVARIESFINISH GRADE
STORM OR SANITARY SEWER
(SIZE SHOWN ON PLANS)
SAME SIZE AS MAIN LINE
(MAX. 8" REQUIRED ON STORM SEWERS)
1'-0" 1'-0"
MIN.6"1/2"HEAVY DUTY CLEANOUT
CASTING - JAY R. SMITH 4253
SERIES OR EQUAL
CONCRETE COLLAR
(CONCRETE SHALL NOT
BE IN CONTACT w/ PIPE)
30"
72"
60"
102"
108"
96"
6"
7"
9"
9"
SEE SCHEDULE
FOR CASTING TYPE
AND ELEVATIONFINISH
GRADE
STORM MANHOLE TYPE "J - N" DETAIL
1/2" = 1'-0"
24" DIA.
PRECAST CONCRETE
ADJUSTING RING
4" MIN. - 12" MAX.
SEE DETAIL
PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
48" DIA.
STANDARD PRECAST
MANHOLE CAP OR CONE
3" MIN.6'-0" MIN. 9"8"MIN.3" MIN.16"TYP.5" 5"
CONCRETE REDUCER CAP
1/2" PER FOOT SLOPE
BASE SET ON 6" OF
#8 OR #2 STONE
COMPACTED
SUBGRADE
DIA. "F"
"H" "H"1'-0" MIN. OVER
HIGHEST PIPE
DI A. "G"
ONE COMPLETE UNIT OF PRECAST
CONC. MANHOLE BASE AND RISER.
SEPARATE BASE IS OPTIONAL
NOTES:
MANHOLE CONFORMS TO ASTM C478.
JOINTS CONFORM TO ASTM C443.
NO BRICK OR BLOCK WILL BE
ALLOWED IN MANHOLE.
MANHOLE
TYPE
"J"
"K"
"L"
"M"
"N"
MANHOLE
DIA "F"
MAX. PIPE SIZE
@ 90° - DIA "G"
"H" - WALL
THICKNESS
36"
48"
60"
72"9"
MAX. PIPE SIZE
MAINLINE - DIA "G"
36"
48"
54"
72"
84"
SU2.1
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
05/20/22
TBM#2 = 834.95TBM#2 = 834.95
ST-601
RIM. = 844.23'
INV. 839.88 (SE)
INV. 839.98 (NW)
ST-602
RIM. = 840.36'
INV. 836.42 (NW)
INV. 836.32 (SE)
ST-603
RIM. = 835.71'
INV. 831.46 (NW)
INV. 831.36 (NE)
INV. 831.36 (SW)
1
3
2
2
3
3
2
4 8
48
4 8
4 8
6
5
5 7
10 400 10 20
SU1.4
UTILITY PLAN
EXISTING POOL DRAIN
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE
PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT
AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND
DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
5. 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 DEVELOPERS RESPONSIBILITY
TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE
RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3, SU2.4, SU2.5
AND SU2.6
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER
OR GAS VALVES AND UTILITY PEDESTALS SHALL BE ADJUSTED AS
REQUIRED TO MEET PROPOSED FINISH GRADE.
10. ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE AND
SHALL REMAIN PRIVATE.
GENERAL NOTES
PLAN NOTES
1. 10" PVC PIPE FOR EXISTING POOL DRAIN-DOWN, INVERT = 840.50±
(COORDINATE WITH M.E.P. PLANS)
2. 10" DUCTILE IRON PIPE @ 8.07% SLOPE
3. PROPOSED STORM MANHOLE STRUCTURE
4. SAWCUT EXISTING CONCRETE PAVEMENT
5. REMOVE EXISTING CONCRETE PAVEMENT AND PATCH WITH MINIMUM
OF 8" CONCRETE PAVEMENT SECTION TO MEET OR EXCEED EXISTING
PAVEMENT SECTION.
6. SAWCUT EXISTING ASPHALT PAVEMENT
7. REMOVE EXISTING ASPHALT PAVEMENT AND PATCH WITH HEAVY DUTY
ASPHALT PAVEMENT SECTION TO MEET OR EXCEED EXISTING
PAVEMENT SECTION
8. PROVIDE 3/4" DIA. EPOXY COATED DOWELS AT 12" O.C. BETWEEN NEW
AND EXISTING CONCRETE PAVEMENT
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW UNDERDRAIN
OR
APPROXIMATE LIMITS OF CONSTRUCTION
05/20/22
SEE STRUCTURE DATA TABLE FOR
CASTING TYPE AND ELEVATIONFINISH GRADE
ASPHALTIC
MASTIC OR BUTYL
RUBBER SEAL
BETWEEN JOINTS
PRECAST CONCRETE ADJUSTING
RINGS AS NEEDED (12" OF RINGS MAX.)
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE.
48" DIA. 5"16"TYP.PRECAST CONCRETE
SECTIONS
PREFORMED HOLE TO MAX.
OF PIPE O.D. + 6" W/ NON
SHRINK CEMENT GROUT
BENCHWALLS AT MIN. 1/2" PER
FOOT SLOPE. BENCHWALLS TO
BE CONSTRUCTED TO SPRING
LINE OF PIPE.
MANHOLE BASE SET ON
6" OF #8 OR #2 STONECOMPACTED
SUBGRADE
PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
O-RING GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS
BASE 6" OR 8"
PER SECTION
3"#4 BAR @ 12" o.c.
EACH WAY
(STEEL MESH
AREA = 0.12 SQ.
IN./SQ. FT.)
STORM MANHOLE TYPE "C" DETAIL
1/2" = 1'-0"
24" DIA.
SEE STRUCTURE DATA
TABLE FOR PIPE SIZE
AND INVERT ELEV.
NOTES:
1. MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443.
2. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE
DRAINS TO WATERWAYS".
3. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.VARIES16" MIN.12" TO 15""A"
PIPE SIZE
24" X 24"
STRUCTURE SIZING CHART
"F" 30" X 30"
"M" 24" X 36"
1" = 1'-0"
STORM INLET DETAIL
INSIDE
DIMENSIONS
INLET
TYPE
8"6"
CLASS "A" PRECAST REINFORCED
CONCRETE BOX
SEE STRUCTURE DATA
TABLE FOR PIPE SIZE
AND INVERT ELEV.
INSIDE DIMENSION
* SEE SIZING CHART ABOVE
SEE STRUCTURE DATA TABLE FOR
CASTING TYPE AND ELEVATION
BASE SET ON 6" OF
#8 OR #2 STONE
COMPACTED
SUBGRADEINSIDE DIMENSION* SEE SIZING CHART ABOVEMAX. NUMBER OF
SIDES OF THE
INLET WITH PIPES
3
18" TO 24"
315" TO 18"
3
NOTES:
1. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE
DRAINS TO WATERWAYS".
2. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.
FOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
FOR PIPE LOCATED
IN GRASSED AREAS
STORM SEWER (PVC & HDPE) TRENCH DETAIL
NO SCALE
NOTES:
1. ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MIN. 9" CLEARANCE EACH SIDE
OR PIPE FOR 42" DIA. AND LESS.
Bc MIN.4"12"MIN. 1.25 O.D.+12"
MIN. 6" TOPSOIL
OUTSIDE PAVEMENT LIMITS
PAVEMENT SECTION
REGULAR BACKFILL -
GREATER THAN 5' FROM
EDGE OF PAVEMENT
COMPACTED 90%
REGULAR BACKFILL-
GREATER THAN 5' FROM
EDGE OF PAVEMENT
COMPACTED TO 90%
#8 CRUSHED STONE OR
EQUIVALENT CLASS 1
MATERIAL HAND TAMPED
OR WALKED INTO PLACE
"B" BORROW (INDOT SPEC.) OR
EQUIVALENT GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY
20 L.F. (MIN,) 20 L.F. (MIN,) 20 L.F. (MIN,)20 L.F. (MIN,)2'-0"VARIES4" DIA. PERF.
PVC SDR-35 PIPE
1'-0"4"NON WOVEN
FILTER CLOTH
#8 WASHED
AGGREGATE
COMPACTED AGGREGATE BASE
PAVEMENT
CURB INLET
NOTES:
1. TAP STRUCTURES IN PAVEMENT AS SHOWN
OR AS DIRECTED ON THE PLAN SHEET
2. ADJUST UNDERDRAIN AS REQUIRED TO
AVOID SEWER LINES AND OTHER UTILITIES.
3. GROUT SOLID THE CONNECTION TO STORM
STRUCTURE
PAVEMENT UNDERDRAIN DETAIL
NO SCALE
6"
6"6"
END VIEW
6"
5'
MIN. 18" MIN.SECTION VIEW
WATER LINE
STORM SEWER / WATER LINE CROSSING DETAIL
NO SCALE
STORM
SEWER
MUST EXTEND TO
UNDISTURBED
SOIL
CONCRETE ENCASEMENT
REQUIRED IF VERTICAL PIPE
CLEARANCE IS LESS THAN 18".
5'
MIN.1/6 Bc3"
4"
6"
LEGEND
MATERIAL BELOW PIPE
d = DEPTH OF BEDDING
D = INSIDE DIAMETER
Bc = OUTSIDE DIAMETER
30" TO 60"
27" & SMALLER
66" & LARGER
D (d) MIN.
3/4" = 1'-0"
DEPTH OF BEDDING
MATERIAL BELOW PIPE
NOTES:
1. ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MIN. 9" CLEARANCE EACH SIDE
OR PIPE FOR 42" DIA. AND LESS.
REGULAR BACKFILL -
GREATER THAN 5' FROM EDGE
OF PAVEMENT COMPACTED 90%
MIN. 1.25 O.D.+12"
FOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
FOR PIPE LOCATED
IN GRASSED AREAS
Bc
MIN. 6" TOPSOIL
IN NON-PAVED AREAS
PAVEMENT SECTION
"B" BORROW (INDOT SPEC.) OR
EQUIVALENET GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY
"B" BORROW (INDOT SPEC.) OR
EQUIVALENET GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY dSTORM SEWER (RCP) TRENCH DETAIL
SLOPE
MIN.
NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARD
BOXES OR EXTENDED FLUSH WITH THE PAVING. COVER SHOULD BE
THREADED TYPE, WATER TIGHT AND CAPPED.
1/2" = 1'-0"
CLEANOUT DETAILVARIESFINISH GRADE
STORM OR SANITARY SEWER
(SIZE SHOWN ON PLANS)
SAME SIZE AS MAIN LINE
(MAX. 8" REQUIRED ON STORM SEWERS)
1'-0" 1'-0"
MIN.6"1/2"HEAVY DUTY CLEANOUT
CASTING - JAY R. SMITH 4253
SERIES OR EQUAL
CONCRETE COLLAR
(CONCRETE SHALL NOT
BE IN CONTACT w/ PIPE)
30"
72"
60"
102"
108"
96"
6"
7"
9"
9"
SEE SCHEDULE
FOR CASTING TYPE
AND ELEVATIONFINISH
GRADE
STORM MANHOLE TYPE "J - N" DETAIL
1/2" = 1'-0"
24" DIA.
PRECAST CONCRETE
ADJUSTING RING
4" MIN. - 12" MAX.
SEE DETAIL
PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
48" DIA.
STANDARD PRECAST
MANHOLE CAP OR CONE
3" MIN.6'-0" MIN.9"8"MIN.3" MIN.16"TYP.5" 5"
CONCRETE REDUCER CAP
1/2" PER FOOT SLOPE
BASE SET ON 6" OF
#8 OR #2 STONE
COMPACTED
SUBGRADE
DIA. "F"
"H""H"1'-0" MIN. OVER
HIGHEST PIPE
DI A. "G"
ONE COMPLETE UNIT OF PRECAST
CONC. MANHOLE BASE AND RISER.
SEPARATE BASE IS OPTIONAL
NOTES:
MANHOLE CONFORMS TO ASTM C478.
JOINTS CONFORM TO ASTM C443.
NO BRICK OR BLOCK WILL BE
ALLOWED IN MANHOLE.
MANHOLE
TYPE
"J"
"K"
"L"
"M"
"N"
MANHOLE
DIA "F"
MAX. PIPE SIZE
@ 90° - DIA "G"
"H" - WALL
THICKNESS
36"
48"
60"
72"9"
MAX. PIPE SIZE
MAINLINE - DIA "G"
36"
48"
54"
72"
84"
PLAN VIEW
SEE SITE
UTILITY PLAN
DOWNSPOUT, SIZE BY
ARCHITECT/PLUMBING
ENGINEER
CAST IRON DOWNSPOUT SHOE
(NEENAH R-4929 OFFSET OR
APPROVED EQUAL)
8" DIP PIPE
90° DIP ELBOW
HDPE FITTING
2% MIN.
8" DIP,
SEE SITE UTILITY
PLANS FOR SIZES
45° HDPE ELBOW
45° HDPE WYE
FITTING
10" OR 15" HDPE PIPE
PER SITE UTILITY
PLANS
FACE OF BUILDING
NO SCALE
TYPICAL ROOF DRAIN DETAIL
TRANSITION COUPLING FOR
DISSIMILAR MATERIALS
DOWNSPOUT, SIZE BY
ARCHITECT/PLUMBING
ENGINEER
10" OR 15" HDPE PIPE
PER SITE UTILITY
PLANS
8" DIP PIPE
FINISH GRADE
SU2.1
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
SU2.2
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
10 YR. EL.= 815.32
100 YR. EL.= 818.22
SU2.4
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
1 ADDENDUM #1 01/25/2022
2 ADDENDUM #2 02/01/2022
3 TAC REVIEW COMMENTS 03/15/2022
05/20/22
PRECAST CONCRETE
ADJUSTING RING AS
NEEDED (4 MAX.)
PRECAST CONCRETE
SECTIONS
STR. #501 OUTLET CONTROL STRUCTURE DETAIL
NOT TO SCALE
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
BETWEEN JOINTS
12" THICK STEEL PLATE
RESTRICTOR
#4 BAR @ 12" o.c.
EACH WAY
(STEEL MESH AREA =
0.12 SQ. IN./SQ. FT.)
12" HDPE
INFLUENT PIPE
INV.= 812.0012" HDPEOUTLET PIPEINV.= 812.0012" THICK STEEL PLATE
RESTRICTOR
1/2" THICK STEEL PLATE
ANGLE BRACKET (TYP.)
MANHOLE BASE SET ON
6" OF #8 OR #2 STONECOMPACTED SUBGRADE
24" DIA.
NEENAH R-1772
T.O.R.= 823.27
FINISH
GRADE
TOP OF STEEL PLATE
ELEV = 818.74
FRONT VIEW
4' DIA.
6" DIA. ORIFICE
INV. = 812.00
GALVANIZED STEEL GRATE
(APPROX. 12"x12"x4")
CENTERED ON ORIFICE
OPENING AND WELDED TO
STEEL PLATE
GALVANIZED STEEL GRATE
(APPROX. 12"x12"x4")
CENTERED ON EACH
ORIFICE OPENING AND
WELDED TO STEEL PLATE
NOTE:
SEE "STORM MANHOLE TYPE C DETAIL" ON SHEET SU2.1
FOR ADDITION DETAIL INFORMATION.
MANHOLE BASE SET ON
6" OF #8 OR #2 STONECOMPACTED SUBGRADE
24" DIA.
FINISH
GRADE
TOP OF STEEL PLATE
100 YR. ELEV = 818.74
SIDE VIEW
4' DIA.
6" DIA. ORIFICE
INV. = 812.00
12" HDPE INFLUENT
INV. = 812.00
12" HDPE OUTLET
INV. = 812.00
24" SUMPBASE 6" OR 8"
PER SECTION
MANHOLE BOTTOM
INV. = 810.0016"PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
O-RING GASKET ASPHALTIC
MASTIC OR BUTYL RUBBER
SEAL AT JOINTS
MANHOLE BOTTOM
INV. = 810.00
NEENAH R-1772
T.O.R.= 823.27
STORM STRUCTURE TABLE
STR.
NO.
101
102
103
104
105
201
202
203
204
301
302
303
304
305
306
401
402
403
404
405
406
500
OUT
500 IN
501
502
601
602
603
STRUCTURE
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
Aqual-Swirl AS-7
Type "C" Manhole
Inlet Type "M"
Inlet Type"A"
Type "J" Manhole
Type "C" Manhole
Type "C" Manhole
Type "J" Manhole
Type "C" Manhole
Type "C" Manhole
Inlet Type "M"
Type "C" Manhole
Type "C" Manhole
Aqual-Swirl AS-7
U.G. DETENTION
U.G. DETENTION
Outlet Control Structure
EXISTING STRUCTURE
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
STRUCTURE
DETAIL
REFERENCE
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.2
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.2
SHEET SU2.4
SHEET SU2.4
SHEET SU2.3
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
CASTING TYPE
R-1772
R-1772
R-1772
R-1772
R-1772
R-1772
R-1772
Per Manufacturer
R-3010
R-3287-SB10
R-3501-TR
R-3501-TR
R-3287-SB10
R-3472
R-1772
R-1772
R-1772
R-3287-SB10
R-1772
R-1772
Per Manufacturer
-
-
R-1772
R-3010
R-1772
R-1772
R-1772
RIM
833.87
827.92
823.85
823.72
824.26
825.75
824.34
823.45
823.19
825.08
828.09
825.64
823.67
831.63
823.53
832.72
824.31
822.48
823.36
823.67
823.51
823.51
824.56
823.21
818.88
844.23
840.36
835.71
INCOMING PIPE DATA
(DIRECTION) [FROM STR]
10" DIP 827.44 (NE) []
18" RCP 827.44 (S) []
18" RCP 823.58 (W) [101]
18" RCP 819.54 (SW) [102]
18" RCP 815.32 (S) [103]
24" RCP 814.95 (S) [104]
6" HDPE Pipe 821.58 (SW) []
15" HDPE Pipe 820.34 (S) [201]
10" HDPE Pipe 820.34 (N) []
15" RCP 818.74 (W) [202]
15" RCP 818.68 (W) [203]
15" RCP 820.97 (E) [301]
12" HDPE Pipe 821.97 (S) [302]
18" RCP 822.38 (W) []
18" RCP 819.99 (S) []
6" DIP 827.88 (W) []
12" PVC Pipe 820.88 (SW) []
24" RCP 814.10 (E) [105]
24" RCP 818.55 (SW) [303]
12" RCP 819.55 (W) [304]
24" RCP 809.85 (S) []
8" PVC Pipe 827.48 (E) []
12" HDPE Pipe 819.83 (S) [401]
12" RCP 818.64 (N) [403]
15" RCP 819.46 (W) [402]
12" RCP 818.36 (E) [404]
18" RCP 816.53 (S) [405]
18" RCP 816.50 (S) [406]
12" RCP 812.00 (E) [500 OUT]
12" RCP 809.60 (S) [501]
15" RCP 812.38 (E) []
10" DIP 839.98 (NW) []
10" DIP 836.42 (NW) [601]
10" DIP 831.46 (NW) [602]
18" RCP 831.36 (SW) []
OUTGOING PIPE DATA
(DIRECTION) [TO STR]
18" RCP 824.68 (E) [102]
18" RCP 823.48 (NE) [103]
18" RCP 819.44 (N) [104]
24" RCP 815.22 (N) [105]
24" RCP 814.85 (W) [306]
15" HDPE Pipe 821.08 (N) [202]
15" RCP 818.84 (E) [203]
15" RCP 818.74 (E) [204]
15" RCP 816.98 (E) []
15" RCP 821.39 (W) [303]
12" HDPE Pipe 823.49 (N) [303]
24" RCP 820.57 (NE) [306]
12" RCP 819.62 (E) [306]
24" RCP 819.53 (N) []
24" RCP 809.85 (N) []
12" HDPE Pipe 825.52 (N) [402]
15" RCP 819.73 (E) [405]
12" RCP 818.77 (S) [404]
12" RCP 818.54 (W) [405]
18" RCP 816.56 (N) [406]
18" RCP 816.53 (N) [500 IN]
12" RCP 812.00 (W) [501]
12" RCP 812.00 (N) [502]
18" RCP 809.50 (N) []
10" DIP 839.88 (SE) [602]
10" DIP 836.32 (SE) [603]
18" RCP 831.36 (NE) []
OUTGOING
PIPE L.F.
48'
171'
179'
92'
249'
211'
17'
13'
3'
47'
61'
52'
22'
3'
3'
227'
77'
43'
60'
10'
10'
10'
157'
3'
43'
60'
3'
OUTGOING
PIPE SIZE
18"
18"
18"
24"
24"
15"
15"
15"
15"
15"
12"
24"
12"
24"
24"
12"
15"
12"
12"
18"
18"
12"
12"
18"
10"
10"
18"
OUTGOING
GRADE
2.30%
2.30%
2.30%
0.30%
0.30%
0.35%
0.54%
0.54%
16.21%
0.90%
2.50%
3.86%
0.30%
4.46%
3.50%
2.50%
0.35%
0.30%
0.30%
0.30%
0.30%
0.00%
1.53%
1.84%
8.07%
8.07%
1.87%
CONNECT TO
STR.
102
103
104
105
306
202
203
204
303
303
306
306
402
405
404
405
406
500 IN
501
502
602
603
REMARKS
-
-
-
-
-
CONNECT 10" ROOF DRAIN
CONNECT 10" ROOF DRAIN
-
CONNECT EXISTING 15" RCP
-
-
CONNECT EXISTING 18" RCP
-
CONNECT EXISTING 6" DIP,
12" VCP, 2 - 18" RCP'S AND
24" RCP
CONNECT EXISTING 24" RCP
CONNECT 2 - 8" PVC ROOF
DRAINS
-
-
-
-
-
-
-
-
CONNECT EXISTING 15" AND
18" RCP'S
-
-
CONNECT EXISTING 18" RCP
STORM WATER QUALITY BMP STRUCTURE (ST-203) STORM WATER QUALITY BMP STRUCTURE (ST-406)SU2.3
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
SU2.5
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
05/20/22
SU2.6
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
05/20/22
SU2.5
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22
SU2.6
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.17.2021
CONSTRUCTION DOCUMENTS
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
PROJECT MANAGER: PMR
05/20/22