HomeMy WebLinkAboutC002 GENERAL NOTES - ROSIES GARDENSDEMOLITION PLAN GENERAL NOTES
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE
OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE
REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY
MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE
INSTALLATION OF THE NEW WORK.
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING
UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES
WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY
THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR.
3.UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND/OR
CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE
OWNER.
4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE
DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE.
5.SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE.
6.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO
UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS.
7.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE
RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
8.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE
PLAN AS BEING REMOVED MAY BE DONE SO, AS LONG AS THE TREE(S) ARE
RELOCATED TO AN APPROVED ALTERNATIVE LOCATION ON SITE.
9.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE
CONTACT THE ENGINEER BEFORE CONTINUING WORK.
EROSION CONTROL GENERAL NOTES
1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND
LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS.
2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW
CONTOUR.
3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET.
REMOVED ASPHALT PAVEMENT
REMOVED CONCRETE PAVEMENT
REMOVED STONE AREA
HATCH LEGEND
OPEN CUT PAVEMENT FOR UTILITY TAPS
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SITE PLAN GENERAL NOTES
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING
THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE
CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF
WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING
CONTRACTORS.
3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS
FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO
ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION,
EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN
OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL
ENGINEER.
4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR
TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT.
5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL STANDARDS.
6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE
ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
MEANS AND METHODS ASSOCIATED WITH THE PROJECT.
8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR
FACE OF BUILDING.
9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING
DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING
FROM THESE PLANS.
10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF
APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS
REQUIRED.
11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO
MATCH WITHIN A MIN. OF THREE (3) FEET.
12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON
ACTUAL FIELD LAYOUT COORDINATES.
13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE
PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER IMMEDIATELY.
14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING
AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS
EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF
ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE
NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL
AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING
CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR
SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE.
16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY
CORNER MONUMENTS DURING CONSTRUCTION.
17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS.
18.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED.
ELECTRICAL 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
CISTERN
DRINKING FOUNTAIN
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)
HEAVY DUTY ASPHALT
HEAVY DUTY CONCRETE PAVEMENT
RIGHT OF WAY PAVEMENT
DISTRIBUTION BOX
12 PARKING COUNT
STANDARD DUTY ASPHALT
STONE
PAVEMENT
OVERALL LEGEND ITEMS
UTILITIES
OTHER
UTILITY GENERAL 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.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES,
INCLUDING TAP CONNECTION.
15.CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC
AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE.
COORDINATE WITH PLUMBING DRAWINGS.
16.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES
WITH LOCAL UTILITIES.
17.COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE,
LIGHT POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM.
18.COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
19.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES
WITH PLUMBING DRAWINGS.
20.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE
LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION.
21.SANITARY SEWER LATERAL, WATER SERVICE, &
ELECTRICAL/COMMUNICATION CONDUITS SHALL BE GRANULAR BACKFILL
FOR ENTIRE RUN.
22.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS
VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. ADDITIONAL EROSION
CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
-NOTE-
THIS PLAN INDICATES EROSION CONTROL
MEASURES REQUIRED AFTER SOIL STRIPPING
AND PAD BUILDING HAS TAKEN PLACE.
COORDINATE WITH DEVELOPER FOR
MEASURES REQUIRED UNTIL PROPERTY
TURNED OVER FOR DEVELOPMENT.
COORDINATE WITH SOIL CONSERVATION
DISTRICT REPRESENTATIVE FOR ANY OTHER
MEASURES REQUIRED DUE TO SITE
CONDITIONS.
SWPPP LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW CAPABILITY
(DANDY SAC)
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART
- EROSION CONTROL BLANKET - USE S150BN BIO-NET AS
SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED
EQUAL
- CONSTRUCTION ENTRANCE
- STAGING AREA
- POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED
CONSTRUCTION DRAWINGS AND PERMITS FOR
INSPECTORS.
- CONCRETE WASHOUT
- SILT FENCE
- ROCK CHECK DAM
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- RIPRAP, REFER TO GRADING PLAN SHEET C300 FOR SIZING
- SITE DISCHARGE POINT
- TREE PROTECTION
- STOCKPILE AREA (TEMPORARY SEEDING REQUIRED)
- ARCHEOLOGICAL FINDINGS
IP
*
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GRADING GENERAL 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.VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE
POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW
FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS.
20.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.
21.ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE
STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN.
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TC TOP OF CURB
GUT GUTTER
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
ABBREVIATIONS
500.0EXISTING SPOT ELEVATION
CURB & GUTTER ELEVATION
PAVEMENT SPOT ELEVATION
GROUND SPOT ELEVATION FLOW LINE
STORM SEWER MAIN
EMERGENCY FLOOD ROUTE
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
GRADE BREAK LINEFLOW DIRECTION AND SLOPE
DRAINAGE GENERAL NOTES
1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS
OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT
FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION
ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN.
2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)
STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND
CONSTRUCTION METHODS. ALSO USE THE IDEM STORM WATER QUALITY
MANUAL FOR ADDITIONAL GUIDANCE FOR ONSITE BMP'S AND GENERAL
SWPPP PRACTICES. 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.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.
4.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.
5.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.
6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY
ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
8.ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF
PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
9.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.
10.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.
11.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.
12.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.
13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,
PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER
MANAGEMENT TO CONTROL MOISTURE OF SOILS.
14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN
PAVED AREAS.
15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES
WITH PLUMBING DRAWINGS.
17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER
INSTALLATION.
18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO
NEW FINISH GRADE ELEVATIONS.
19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT
TO REMOVE ALL SILT AND DEBRIS.
20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM
POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE
CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL
TURNOVER TO THE OWNER.
24.ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR
APPROVED EQUAL.
25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END
CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL
COMPARABLE WITH STORAGE PIPES.
26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8
AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.
27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW
STORM SEWER CONNECTION.C002 GENERAL NOTES - ROSIES GARDENSC002GENERAL NOTESW22.0156SSRW22.015604/06/2023EACSSRROSIE'S GARDENS10402 N. College Avenue, Carmel, IN 46280EROSION CONTROL SPECIFICATIONS
1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT
FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE
EVENT THIS HAPPENS.
2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL
REMAIN UNALTERED IN EXCESS OF 7 DAYS.
3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE
ACHIEVED FINAL AND FINISHED GRADE.
4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER
POSSIBLE TO PREVENT TOPSOIL EROSION.
5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE
DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL
EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO
CONTINUE THEIR EFFECTIVENESS.
6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY
DORMANT SEEDING PROCEDURES SHALL BE USED.
7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER
APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT
INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR
CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING
UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED.
8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER.
9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE
SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING
DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN
STRICT COMPLIANCE WITH "CONSTRUCTION STORMWATER GENERAL PERMIT" (327
IAC, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE
THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS
REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF
INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.
10.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO
MAINTAIN THE SWPPP INFORMATION SIGN UNTIL SUCH TIME THAT THE SITE IS READY
FOR THE IDEM NOTICE OF TERMINATION. INSTALL 4" PVC TUBE WITH END CAPS
ATTACHED TO THE SWPPP INFORMATION SIGN TO CONTAIN APPROVED SWPPP
DRAWINGS AND PERMITS FOR INPSECTORS.
11.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE
PLANS.
12.PORTABLE TOILETS MUST BE ANCHORED AND LOCATED A MINIMUM OF 50' FROM ANY
STORM DRAIN.
10 9abcd 8 7 6efgh109876
5 4 3 2 Part of the NE/4 of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
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fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISIONS PER SECOND ROUND OF COMMENTS 08.21.2023SMB1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:STEVEN SCOTT RUCKER P.E. 11300279