HomeMy WebLinkAboutC300 DEVELOPMENT PLANE
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HORSEFERRY ROAD
15' UTILITY ESMT. INST. #2007063611
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HORSEFERRY ROAD
T CLAY SECTION 3004
PC 2 SLIDE 345
VOWC SHOPPES LLC
REMAINDER OF BLOCK "E"
INST. #2016037309
EXISTING BUILDING
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SAN SAN
BUILDING
GFA = 3084 S.F.
FFE = 897.75
LOCAL ELEV=896.70
(CLOSEST INLET CASTING)
POND #8 100-YR ELEV=889.25
M.F.P.G. = 891.25
M.L.A.G. = 897.72
TOC=897.70±
INV=893.70±
EX LATERAL
(119' FROM
DOWNSTREAM
MANHOLE)
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CONNECT
SANIT LAT
TO EXISTING
LATERAL
SS1
SS2
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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. 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:
CONNECT 6" SERVICE LINE 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. COORDINATE WITH SPRINKLER AND
MEP PLANS.
PROPOSED 6" WATER SERVICE LINE FOR FIRE PROTECTION
AND DOMESTIC USE. COORDINATE WITH SPRINKLER AND
MEP PLANS.
PROPOSED 6" WATER VALVE FLUSH WITH PAVEMENT.
COORDINATE WITH SPRINKLER AND MEP PLANS.
POST INDICATOR VALVE
PROPOSED 6" FIRE LINE. COORDINATE CONNECTION WITH
SPRINKLER AND MEP PLANS.
WALL MOUNTED FIRE DEPARTMENT CONNECTION WITH TWO
(2) 2 1/2" CONNECTIONS WITH TWO (2) KNOX PLUGS (FDC
CAPS). CONTRACTOR TO VERIFY WITH FIRE DEPARTMENT
AND SPRINKLER PLANS.
BRANCH DOMESTIC SERVICE LINE. COORDINATE SIZE AND
LOCATION OF DOMESTIC WITH MEP PLANS.
DOMESTIC METER AND VALVE FLUSH WITH SIDEWALK.
COORDINATE METER SIZE AND LOCATION WITH WATER
UTILITY PROVIDER.
COORDINATE DOMESTIC WATER CONNECTION WITH MEP
PLANS.
FIRE HYDRANT ASSEMBLY. CONTRACTOR TO COORDINATE
WITH LOCAL WATER PROVIDER AND CARMEL FIRE
DEPARTMENT.
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SS2
W1
SS1
C300
DEVELOPMENT PLAN
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
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
FO(A) FO(A) AERIAL FIBER OPTIC CABLE
FO FO UNDERGROUND FIBER OPTIC
SAN SAN SANITARY SEWER LATERAL
STM STM ROOF DRAIN
SUB SURFACE DRAIN
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
TEMPORARY BENCHMARK - TBM#2
CUT "X" IN N. BONNET NUT OF FIRE HYDRANT, 160
FT. S. CENTERLINE GLEBE STREET AND 214 FT. E.
ASPLEY LANE. NEAR WEST ENTRANCE INTO
CENTRAL PARKING AREA OF BLOCK "F".
ELEVATION:899.15 NAVD 1988
REVISIONS AND ISSUES
W20.0705
PREPARED FOR:
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
RLW
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W20.0705
DATE BY
03.29.2021
MLT
DATE:
RLW
Know what'sbelow.
Call before you dig.
R
D.B. KLAIN CONSTRUCTION, LLC
VILLAGE OF WEST CLAY
SITE PLAN FOR STATE RELEASE 02.03.2021 MLT
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E N G I N E E R S
317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Engi Suveryi neeir l ng Ci vi ng |
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
PART OF BLOCK "F", VILLAGE OF WEST CLAY, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA Build with conf idence. SM
12755 HORSEFERRY ROAD, CARMEL, INDIANA 46032
RUSSELL L. WEBSTER II, PE No. 11900318
03/29/2021
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No. PE11900318
STATE OF
FINAL CONSTRUCTION PLANS 03.29.2021 MLT
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04/13/21