HomeMy WebLinkAboutC300 DEVELOPMENT PLANWWWS
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SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANBUILDING 9
BLOCK "F"
BLOCK
"F"
PARCEL #17-09-28-00-07-002.000
CC
C C CEEEE E E MEETING HOUSE ROADBUILDING 8
GFA = 1,600 S.F.
FFE = 897.90
LOCAL ELEV=896.68
(CLOSEST INLET CASTING)
POND #8 100-YR ELEV=889.25
M.F.P.G. = 891.25
M.L.A.G. = 897.88
CLEANOUT
TOC=897.5±
INV=893.0±
W
W
W W SANSANCONNECT TO EXISTING LATERAL,
PROVIDE CLEANOUT AS NECESSARY
G G
S00°08'09"E 25.00'
N89°51'51"E 85.50'
N00°08'09"W 25.00'
S89°51'51"W 85.50'
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E1
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GENERAL UTILITY NOTES
1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE
UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO
ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER
SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS
CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF
ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF
THIS INFORMATION IS NOT GUARANTEED.
3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO
LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE
CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY
STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY
COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND
VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF
ALL UTILITIES.
5. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE
WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH
GRANULAR MATERIAL.
7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE,
AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES,
PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER
OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN
STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE
SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL
BE C900 WATER MAIN GRADE PVC.
9. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES)
BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS
18" OR LESS.
10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY
TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
11. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND
GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.
12. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN
PAVED AREAS.
13. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
14. CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR
DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND
FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS.
15. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES
WITH LOCAL UTILITIES.
16. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC
SERVICE, LIGHT POLES, COMMUNICATION SERVICE AND IRRIGATION
SYSTEM.
17. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
18. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM
LINES WITH PLUMBING DRAWINGS.
19. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO
DOMESTIC/FIRE LINE INSTALLATION AND STORM SEWER / SANITARY
SEWER INSTALLATION.
20. SANITARY SEWER LATERAL, WATER SERVICE, &
ELECTRICAL/COMMUNICATION CONDUITS SHALL BE GRANULAR
BACKFILL FOR ENTIRE RUN.
21. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS
VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
22. OWNER/CONTRACTOR TO ACQUIRE ALL NECESSARY EASEMENTS FOR
UTILITY SERVICES.
23. CONTRACTOR TO CONNECT DOWNSPOUTS INTO THE EXISTING STORM
SEWER SYSTEM. THE DRAINAGE REPORT FOR THIS AREA SHOULD BE
CONSULTED TO VERIFY CONNECTING INTO APPROPRIATE STORM
SEWER SYSTEMS PER ORIGINAL DESIGN AND WATERSHEDS.
UTILITY PLAN NOTES
SANITARY SEWER NOTES
COORDINATE CONNECTION TO EXISTING 6" SANITARY SEWER LATERAL
STUB. COORDINATE CONNECTION WITH M.E.P. PROVIDE CLEANOUTS
AS REQUIRED/SHOWN. VERIFY INVERTS ON EXISTING LINE AND
COORDINATE CONDITIONS WITH M.E.P. ADJUST AS REQUIRED.
PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 WITHIN 3' OF
BUILDING.
WATER SERVICE NOTES:
COORDINATE CONNECTION OF 1" DOMESTIC SERVICE LINE WITH
PLUMBING DRAWINGS.
PROPOSED WATER VALVE
PROPOSED 1" DOMESTIC SERVICE LINE. COORDINATE METER
LOCATION WITH WATER COMPANY.
CONNECT TO EXISTING MAIN PER CARMEL WATER REQUIREMENTS.
LOCATION OF EXISTING MAIN UNKNOWN AT TIME OF SURVEY.
CONTRACTOR TO CONTACT WATER COMPANY FOR EXACT LOCATION
OF EXISTING MAIN AND REFER ANY REVISIONS/CONFLICTS TO
ENGINEER AND OWNER, IF NEEDED.
FIRE DEPARTMENT CONNECTION (FDC)
POST INDICATOR VALVE (PIV)
PROPOSED 4" WATER LINE
PROPOSED 4" FIRE LINE INTO THE BUILDING
ELECTRIC NOTES:
COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROM
SERVICE DROP LOCATION TO TRANSFORMER. COORDINATE
CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS.
ADJUST AS REQUIRED. CONTRACTOR TO COORDINATE CONNECTION
TO EXISTING TRANSFORMER. COORDINATE WITH UTILITY PROVIDER
AND OWNER IF A NEW TRANSFORMER IS REQUIRED.
COMMUNICATION NOTES:
COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE
LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED.
COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE
PROVIDER.
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C300DEVELOPMENT PLANELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER MANHOLE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSAN SAN
ROOF DRAINSTM STM
SUB SURFACE DRAIN
C2
GENERAL GRADING NOTES
1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION
PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL
MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES.
2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)
STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND
CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE
TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE
NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY
ALSO BE APPLICABLE.
3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM
WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL
SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT.
4. AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM
WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE
MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL
OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AND/OR
BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY
THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE.
5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL
AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL
SHALL BE REMOVED FROM THE SITE.
6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND
WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO
GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL
TESTING REPRESENTATIVE FOR RECOMMENDATIONS.
7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS,
BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM
ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE
ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX
INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL
MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL
FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE
COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM
D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL
SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN
ACCORDANCE WITH INDOT SECTION 211.
8. MAXIMUM LAWN SLOPE IS 3:1.
9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN
THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY
THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS
EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE
SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.
10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE
MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT
AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH
APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE
CONTRACTOR.
11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
12. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED
AREAS.
13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL
ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT
TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT.
14. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR
WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO
THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS
ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING
OF EARTH.
17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER
INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING
CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE
CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE
OWNER/ DEVELOPER OR ENGINEER.
18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN
ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN.
19. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN
SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR
LESS.
20. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM
WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN.
21. THIS SITE DOES NOT LIE IN A SPECIAL FLOOD ZONE HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY -
NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD
INSURANCE RATE MAP #18057C0205 G, DATED 11/19/2014.
CARMEL REQUIREMENTS
1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING
MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE
NOT PERMITTED WITHIN THE RIGHT-0F-WAY.
3. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL
STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO
LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR
REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL
WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY
OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A
BUILDING.
4. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE
LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL
MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE
STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS
BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST,
OR PIERS, AND RIM OF THE WINDOW WELL.
BENCHMARK INFORMATION
ORIGINATING BENCHMARK
DEPARTMENT OF NATURAL RESOURCES STANDARD DISK
STAMPED "LEE 2 AZ" SET IN CONCRETE LOCATED AT THE
SOUTHEAST CORNER OF THE INTERSECTION OF SHELBORNE
ROAD AND 131ST STREET, 26.1 FEET EAST OF THE CENTERLINE
OF SHELBORNE ROAD AND 20.3 FEET SOUTH OF THE
CENTERLINE OF 131ST STREET.
ELEVATION: 917.52 NAVD 1988 REVISIONS AND ISSUESW16.0607PREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0607DATEBY10.08.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
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D.B. KLAIN CONSTRUCTION, LLCVILLAGE OF WEST CLAY LOT 8SUBMITTED FOR REVIEW10.04.2021 RLW
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E E N G I N E E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB u ild w ith c o n f id e n c e .S MPART OF BLOCK "F", VILLAGE OF WEST CLAY, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAMEETINGHOUSE ROAD, CARMEL, INDIANA 46032RUSSELL L. WEBSTER II, PE No. 11900318
10/8/2021RUSSELLL.WEBST
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R IIPROFESSIONA L E NGINEERREGISTER
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DINDIA N A
No. PE11900318
STATE OFFINAL CONSTRUCTION PLANS10.08.2021 RLW
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01/11/22