HomeMy WebLinkAbout12.04.19 18-3943 10155 Ditch Road815815820
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ANTHONY M. & LIZA L. NAHEM
1122 LAURELWOOD
LAWRENCE S. TAVEL
10290 LAUREL RIDGE LN
LAUREL RIDGE HOMEOWNERS ASSOCIATION, INC.
BHARAT PATEL & ANJU PATEL
10155 DITCH ROAD
DJ & SHARON TRIGG
10111 DITCH ROAD
LAURA M. JOLLY
& WALTER W. JOLLY
10101 DITCH ROAD
STEPHEN C. &
TOMISUE HILBERT
1120 LAURELWOODDITCH ROADAPP.
APP.APP. APP.APP. APP. APP.APP. APP.APP.
APP.APP.
UTILITY EASEMENT
20'
UTILITY EASEMENT
EXISITNG
SANITARY
EASEMENT
1
EXISITNG
SANITARY
EASEMENT
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\01-General Sheets\FILE...............3943 Existing Topography.dwgDIMSCALE..1 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:27pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
EXISTING TOPOGRAPHY 01
1"=40'
N/A
EASEMENTS
EASEMENT RECORDING NUMBER: 89-041751
04/14/22
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\01-General Sheets\FILE...............3943 General Notes.dwgDIMSCALE..40 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:27pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
GENERAL NOTES 02
GENERAL NOTESUTILITIES
AT&T-DISTRIBUTION
CONTACT: JEFF RICE
240 N. MERIDIAN ST., ROOM 1791
INDIANAPOLIS, INDIANA 46204
PHONE: (317) 610-5438
EMAIL: JR2647@ATT.COM
CARMEL UTILITIES
CONTACT: TODD LUCKOSKI
31 1ST AVE. NW
CARMEL, INDIANA 46032
PHONE: (317) 571-2586
EMAIL: TLUCKOSKI@CARMEL.IN.GOV
CENTURYLINK
CONTACT: DEWAYNE HAMILTON
4625 W. 86TH ST. STE. 500
INDIANAPOLIS, INDIANA 46268
PHONE: (317) 916-2708
EMAIL: DEWAYNE.HAMILTON@CENTURYLINK.COM
CITIZENS WATER
CONTACT: UTILITY COORDINATION
2150 DR. MARTIN LUTHER KING JR ST.
INDIANAPOLIS, INDIANA 46200
PHONE: (317) 927-6038
EMAIL: UTILITYCOORDINATION@CITIZENSENERGYGROUP.COM
COMCAST CABLE (INDIANAPOLIS)
CONTACT: WILLIAM MORRIS
5330 E. 65TH STREET
INDIANAPOLIS, INDIANA 46220
PHONE: (317) 275-6443
EMAIL: WILLIAM.MORRIS@CABLE.COMCAST.COM
CROWN CASTLE
CONTACT: CRAIG BROWN
800 W. OLIVER AVE., STE. 1
INDIANAPOLIS, INDIANA 46225
PHONE: (317) 819-4648
EMAIL: CRAIG.BROWN@CROWNCASTLE.COM
INDIANAPOLIS POWER & LIGHT COMPANY
CONTACT: JANET SNODGRASS
1230 W. MORRIS ST.
INDIANAPOLIS, INDIANA 46221
PHONE: (317) 261-8617
EMAIL: JANET.SNODGRASS@AES.COM
SPECTRUM
CONTACT: RON HINRICHS
3030 ROOSEVELT AVE.
INDIANAPOLIS, INDIANA 46218
PHONE: (317) 632-9077
EMAIL: RONALD.HINRICHS@CHARTER.COM
TRICO REGIONAL SEWER UTILITY
CONTACT: JEFF MARTIN
10701 N. COLLEGE AVE., SUITE A
INDIANAPOLIS, INDIANA 46280
PHONE: (317) 844-9200
EMAIL: JEFF.MARTIN@TRICO.ECO
VECTREN (NOBLESVILLE #1)
CONTACT: JON EASTHAM
1800 W. 26TH ST.
MUNCIE, INDIANA 47302
PHONE: (765) 287-21191
EMAIL: JEASTHAM@VECTREN.COM
1. ALL PRESSURE PIPING MAY BE INSTALLED BY HORIZONTAL DIRECTIONAL
DRILLING OR BY OPENCUT UNLESS REQUIRED TO BE ONE OR THE OTHER AS
SHOWN IN THE PLANS. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS
TO PREVIOUS CONDITIONS OR BETTER NO MATTER THE INSTALLATION
METHOD. ALL RESTORATION COSTS INCLUDING, BUT NOT LIMITED TO
PAVEMENT, DRIVEWAYS, MAILBOXES, FENCING, LANDSCAPING AND DRAINAGE
INFRASTURCTURE SHALL BE INCLUDED IN THE COST OF THE PIPE
INSTALLATION.
2. ALL PIPE CROSSINGS UNDER S.R. 32 AND NEWCOR RD. SHALL BE COMPLETED
BY TRENCHLESS INSTALLATION METHODS. PRESSURE SEWER SHALL BE
COMPLETED BY HORIZONTAL DIRECTIONAL DRILLING. GRAVITY SEWER SHALL
BE COMPLETED BY JACK AND BORE.
3. PROPOSED LOCATIONS OF LATERALS ARE SUBJECT TO CHANGE DUE TO THE
REQUIREMENTS FOR THE CONTRACTOR TO DISCUSS AND VERIFY THE
LOCATION WITH THE PROPERTY OWNER. CHANGES TO PROPOSED LATERAL
LOCATIONS SHALL BE AT NO ADDITIONAL COST TO THE OWNER. ALL LATERAL
LOCATIONS SHALL CONFORM TO THE OWNERS STANDARDS AND CODES AS
WELL AS 327 IAC, RULE 6. CONTRACTOR IS RESPONSIBLE FOR
DECOMMISIONING EXISTING SEPTIC SYSTEMS, INSTALLATION OF SEWER
LATERALS, CONNECTION TO PROPERTY OWNER SEWERS, AND IN SOME CASES,
INSTALLATION OF GRINDER PUMP STATIONS AND ELECTRICAL/CONTROLS.
SEE SHEET 106 FOR MORE INFORMATION IN THE SEWER LATERAL SUMMARY
TABLE. A QUANTITY FOR INSTALLATION OF THE LATERALS INSTALLED
OUTSIDE THE R/W IS INCLUDED IN THE PROJECT; HOWEVER, THE LOCATION
AND DEPTH OF PIPE OUTSIDE THE R/W IS NO SHOWN SINCE THIS
INFORMATION WILL VARY DEPENDING ON THE LOCATION OF THE SEPTIC
SYSTEM AND DESIRED LOCATION TO CONNECT TO THE NEW LATERAL.
CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER AND PROVIDE AT
LEAST 14 CALENDAR DAYS FOR PROPERTY OWNER TO ESTABLISH THE
DESIRED LATERAL LOCATION. CONTRACTOR SHALL VERIFY FEASIBILITY AND
LOCATION OF ALL LATERALS AND REPORT FINDINGS TO ENGINEER OR OWNER
REPRESENTATIVE BEFORE LATERAL INSTALLATION IS UNDERWAY. ALL
RESTORATION COSTS ASSOCIATED WITH WORK OUTSIDE THE R/W SHALL BE
INCLUDED IN THE COST OF THE LATERAL PIPE INSTALLATION AND AT NO
ADDITIONAL COST TO THE OWNER.
4. PAVEMENT DETAILS VARY DEPENDING ON WHICH ROAD IS IMPACTED.
MONTGOMERY COUNTY DETAILS GOVERN C.R. 400 E, C.R. 425 E, AND
WINDWOOD LANE. INDOT STANDARD SPECIFICATIONS GOVERN S.R. 32 AND
NUCOR ROAD.
5. SIZE, MATERIAL, DEPTH AND LOCATION OF KNOWN EXISTING DRAINAGE OR
SANITARY SEWER FACILITIES IS FROM AVAILABLE HISTORIC INFORMATION
AND ABOVE-GROUND INSPECTION AND MEASUREMENT. LIMITED CONFINED
SPACE ENTRY WAS UTILIZED. THE CONTRACTOR SHALL THEREFORE VERIFY
ALL DRAINAGE OR SANITARY SEWER INFORMATION CONTAINED IN THE
CONTRACT DOCUMENTS PRIOR TO ANY CONSTRUCTION WHICH WOULD BE
IMPACTED BY FACILITIES NOT LOCATED AS SHOWN IN THE CONTRACT
DOCUMENTS. THE COST TO CORRECT ANY FACILITIES INSTALLED PRIOR TO
VERIFICATION OF EXISTING CONDITIONS BY THE CONTRACTOR SHALL BE AT
NO COST TO THE OWNER. DIFFERING CONDITIONS DISCOVERED DURING
VERIFICATION WILL BE HANDLED PER THE CONTRACT DOCUMENTS.
6. HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES ARE SHOWN, BUT
THESE LOCATIONS ARE ESTIMATES AND AREN'T INCLUSIVE OF ALL EXISTING
FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UTILITIES DURING CONSTRUCTION.
7. THE LOCATION OF UTILITIES AND STRUCTURES, BOTH SURFACE AND
SUBSURFACE, ARE SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE
TIME OF SURVEY AND ARE NOT NECESSARILY COMPLETE OR CORRECT.
DETERMINING THE EXACT LOCATION AND PROTECTING UTILITIES AND
STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. DURING
CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES
AND STRUCTURES WHETHER SHOWN ON THE PLANS OR NOT. IF DAMAGE IS
CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND
RESTORATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY
OWNER AND FOR ANY RESULTING CONTINGENT DAMAGE AND COST. ALL
REPAIRS SHALL BE AT NO COST TO THE OWNER.
8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE
ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS
OTHERWISE INDICATED IN THE DRAWINGS. ANY UTILITY WHICH CAN BE
REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF
SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE
PERMISSION OF THE OWNER AND THE APPLICABLE UTILITY OWNER.
9. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE
UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR.
10. THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS,
SECTION CORNERS, SURVEY MARKS AND BENCH MARKS, SUCH AS STONES,
PIPES, OR OTHER MONUMENTS ENCOUNTERED, IF THE CONTRACTOR MUST
DISTURB THE PROPERTY MARKERS OR MONUMENTS, THEIR HORIZONTAL AND
VERTICAL LOCATION SHALL BE DETERMINED AND RECORDED BY A
REGISTERED LAND SURVEYOR AND THE OWNER NOTIFIED BEFORE
DISTURBING. ALL PROPERTY MARKERS AND MONUMENTS DISTURBED DURING
CONSTRUCTION SHALL BE RE-ESTABLISHED BY A REGISTERED LAND
SURVEYOR AT NO COST TO THE OWNER.
11. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE AREA; NO EXTRA
COMPENSATION CONNECTED WITH OVERHEAD UTILITIES WILL BE ALLOWED.
12. THE CONTRACTOR IS RESPONSIBLE FOR DUST AND MUD CONTROL FOR THE
DURATION OF THE PROJECT.
13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION TRAFFIC
CONTROL AND MAINTENANCE.
14. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING EROSION CONTROL AND THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS, AND THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OR WORK ON THE PROJECT.
15. THE COST OF ABIDING BY THE PROVISIONS OR PERMITS ISSUED BY VARIOUS
AGENCIES SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ALL
ASSOCIATED BONDING REQUIREMENTS AND COSTS SHALL ALSO BE
CONSIDERED INCIDENTAL TO THE CONTRACT.
16. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH
THE OWNERS OF PROPERTY ON OR NEAR WHICH CONSTRUCTION IS TAKING
PLACE. THE CONTRACTOR SHALL DILIGENTLY ATTEMPT TO ACCOMMODATE
THE NORMAL ACTIVITIES OF PROPERTY OWNERS ALONG THE PROJECT ROUTE
AS WELL.
17. MINIMUM SEPARATION DISTANCES BETWEEN POTABLE WATER FACILITIES
AND SANITARY FACILITIES MUST BE MAINTAINED AS DETAILED IN "327 IAC 3,
RULE 6, TECHNICAL STANDARDS FOR SANITARY COLLECTION SYSTEMS". IT IS
EMPHASIZED THAT A MINIMUM OF 10' OF SEPARATION BE PROVIDED
HORIZONTALLY BETWEEN POTABLE WATER FACILITIES AND THE EXTERIOR OF
SANITARY STRUCTURES, INCLUDING PRECAST MANHOLES AND
POURED-IN-PLACE STRUCTURES.
18. CONSTRUCTION SHALL COMPLY, AT A MINIMUM, WITH 327 IAC 3, RULE
6,TECHNICAL STANDARDS FOR SANITARY COLLECTION SYSTEMS.
19. ALL FLEXIBLE AND SEMI-RIGID GRAVITY PIPE SHALL BE DEFLECTION TESTED
PER THE CONTRACT DOCUMENTS USING A CORRECTLY SIZED MANDREL FOR
THE SPECIFIED DEFLECTION LIMIT. TESTING WILL NOT BE ACCEPTED IF IT
OCCURS SOONER THAN 30 DAYS AFTER INSTALLATION AND BACKFILL.
20. ALL SANITARY GRAVITY PIPE IS TO BE TESTED FOR WATERTIGHTNESS. ALL
PIPES SHALL BE TESTED USING THE LOW PRESSURE AIR TEST PER THE
CONTRACT DOCUMENTS.
21. WORK NOT SPECIFIED FOR PAYMENT AS OR PART OF A SPECIFIC PAY ITEM
SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT BY THE CONTRACTOR.
22. COORDINATION AND PROPER FIT OF ALL PROJECT ELEMENTS IS THE
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL CONDUCT A
PRE-CONSTRUCTION STAKEOUT OF THE PROJECT ELEMENTS TO VERIFY THE
COORDINATES PROVIDED. SUSPECTED ERRORS OR DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER AND RESOLVED BEFORE CONSTRUCTION
BEGINS.
23. THE CONTRACTOR SHALL ATTEND ONE PUBLIC MEETING CONCERNING THE
PROJECT.
24. THE CONTRACTOR SHALL PRACTICE WORKPLACE RECYCLING OF ALL REFUSE
GENERATED BY EMPLOYEES AND VISITORS AND AS A RESULT OF
CONSTRUCTION. THIS SHALL INCLUDE, AS A MINIMUM, PROVIDING SEPARATE
DEPOSITORIES FOR EACH UNIQUE RECYCLABLE MATERIAL AND DELIVERY OF
SAME TO A LOCAL RECYCLING FACILITY. THE CONTRACTOR SHALL DOCUMENT
ALL RECYCLING ACTIVITIES FOR REVIEW BY THE ENGINEER. THE COST OF
THE CONTRACTOR'S RECYCLING PROGRAM SHALL BE CONSIDERED
INCIDENTAL TO THE COST OF THE PROJECT.
25. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS FOR DISPOSAL OF
HAZARDOUS MATERIALS, INCLUDING PROVIDING DOCUMENTATION OF LEGAL
DISPOSAL FOR REVIEW BY THE ENGINEER. THE COST OF THIS DISPOSAL AND
MANAGEMENT SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE
PROJECT.
26. CONTRACTOR SHALL NEATLY TRIM BRANCHES OR LIMBS WITHIN THE R/W
THAT ARE IMPACTED BY EQUIPMENT OR IN THE WAY OF THE WORK. NO TREE
SHALL BE CUT WITHOUT THE PRIOR WRITTEN PERMISSION OF THE ENGINEER
OR OWNER UNLESS DESIGNATED BY THE CONTRACT DOCUMENTS FOR
REMOVAL.
27. CONTRACTOR SHALL SURVEY ROAD CROSS-SECTIONS PRIOR TO
CONSTRUCTION FOR USE IN RESTORATION. SEE SPECIFICATION SECTION
01050 FOR REQUIREMENTS.
28. IN GENERAL, FLOWABLE BACKFILL IS TO BE USED WITHIN 5' OF PAVEMENTS.
29. CONTRACTOR SHALL PROVIDE SAFE, CONTINUOUS VEHICULAR ACCESS TO ALL
PROPERTIES FOR NORMAL DAILY USE AND FOR EMERGENCY SERVICES. SUCH
ACCESS SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, PROVIDING,
INSTALLING AND MAINTAINING TEMPORARY GRAVEL OR HMA ROADWAY ON
OR ADJACENT TO EXISTING ROADS ANYWHERE NORMAL ACCESS IS HAMPERED
BY CONSTRUCTION ACTIVITIES. PARTICULAR CARE IS TO BE GIVEN TO ROADS
WITHOUT MULTIPLE ENTRANCES, SUCH AS CUL-DE-SAC AND DEAD ENDS.
CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SHALL PROVIDE ANY SIGNAGE
OR FLAGGING THAT MAY BE REQUIRED OR, IN THE OPINION OF THE
ENGINEER OR OWNER, BE NECESSARY TO PROVIDE ADEQUATE ACCESS. ALL
TEMPORARY ACCESS SHALL BE REMOVED AND ALL DISTURBED SURFACES
SHALL BE RESTORED BY THE CONTRACTOR, THE COST FOR THIS SHALL BE
PAID FOR AS PROVIDED IN THE TECHNICAL SPECIFICATION SECTION 01025.
30. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND CONTINUED
SERVICE OF ALL EXISTING UTILITIES, INCLUDING ALL INDIVIDUAL SERVICE
LINES. THE CONTRACT DOCUMENTS DO NOT DISTINGUISH BETWEEN MAIN
UTILITY LINES AND INDIVIDUAL SERVICE LINES REGARDING PROTECTION,
SUPPORT, COORDINATION AND CONTRACTOR RESPONSIBILITY. CONTRACTOR
SHALL PROVIDE A CRADLE OF FLOWABLE FILL UP TO THE CENTERLINE OF
EXISTING GAS, WATER AND SEWER UTILITY MAINS AT ALL LOCATIONS WHERE
THE NEW WORK CROSSES UNDERNEATH. THE FLOWABLE BACKFILL CRADLE
WILL NEED TO EXTEND, AS A MINIMUM, ALONG THE EXISTING UTILITY FROM
ONE WALL TO THE OTHER OF THE NEW SEWER, NEW LATERAL, NEW SERVICE
LINE OR NEW CULVERT TRENCH, AND ALONG THE NEW SEWER, NEW LATERAL,
NEW SERVICE LINE OR NEW CULVERT AT LEAST 2 FEET ON EACH SIDE OF THE
EXISTING UTILITY EXTERIOR.
31. FOR THE DURATION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE
TO PROTECT AND ADJUST, IF IMPACTED BY THE PROJECT, WATER MAIN VALVE
CASTINGS AND BOXES, GAS MAIN VALVES AND GAS SERVICE LINE CASTINGS
AND BOXES, SANITARY SEWER CASTINGS, COMBINATION
SANITARY-STORMWATER CASTINGS, THERMAL CASTINGS AND BOXES, AND
WATER SERVICE LINE CURB BOXES.
32. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE REQUIRED
SAFE CLEARANCE FROM OVERHEAD ELECTRICAL WIRES. ENCROACHMENT ON
EXISTING EASEMENTS NOT DESIGNATED ON THE PLANS IS NOT PERMITTED
UNLESS PERMISSION IS GRANTED, IN WRITING, FROM THE OWNER.
33. THRUST BLOCKING AND/OR RESTRAINED JOINTS SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATION AND AFTER REVIEW BY ENGINEER.
34. WHERE HORIZONTAL LOCATIONS ARE NOT SHOWN IN THE PLANS,
CONTRACTOR SHALL LOCATE THE APPROPRIATE INFRASTRUCTURE BASED ON
THE SCALE PROVIDED. HORIZONTAL LOCATIONS PROVIDED IN THE PLANS ARE
INTENDED TO ALLOW THE CONTRACTOR FLEXIBILITY TO AVOID CONFLICTS
AND REDUCE IMPACTS TO EXISTING INFRASTRUCTURE. THIS FLEXIBILITY
SHALL NOT RELIEVE THE CONTRACTOR FROM VERTICAL LOCATION
REQUIREMENTS ESTABLISHED IN THE PLAN. ALL GRAVITY SEWERS SHALL BE
INSTALLED AT THE VERTICAL LOCATION ESTABLISHED IN THE PLANS.
04/14/22
81581 5820820825825830830
835
835840840840845
845
814
814816816
81781781
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82
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823824824826826827
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828829829831
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836
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"1.36%4:16:11.81%1.50%2.50%
2.50%
3:1
2.50%
2.50%TOS: 840.831.01%
4:1
3:1840.924:1
PROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINEEXST.BARNPROPOSED NEWHOUSEMAIN FFE: 841.00BFFE: 825.83GARAGEFFE: 840.50POB15' SIDE YARD SETBACK
15' SIDE YARD SETBACK
40' FRONT YARD SETBACK20' REAR YARD SETBACK4:11.25%1.16%AD840.17839.42825.67837.08825.00BOW838.42BOS825.75TOS825.58838.42840.50837.50839.83840.50839.00TOW840.92840.50823.00823.25840.92±M.E.841.92±M.E.843.25H.P.838.42BOS840.92840.50840.67TOS835.50H.P.823.00838.50BOW824.00822.75822.75825.25825.75TOS825.17821.18821.58821.00822.42839.67825.25BOW839.00TOW838.42837.75839.00TOW840.67825.25BOS825.50825.75840.92840.42837.00BOWSPRING MILL RUN CREEK837.50RIM837.00OUTLETP.E.3:1825.75BOSDNDNDNDNDN841.33TOW841.33TOW841.33TOW841.33TOWANTHONY M. & LIZA L. NAHEM
1122 LAURELWOOD
LAWRENCE S. TAVEL
10290 LAUREL RIDGE LN
LAUREL RIDGE HOMEOWNERS ASSOCIATION, INC.
BHARAT PATEL & ANJU PATEL
10155 DITCH ROAD
DJ & SHARON TRIGG
10111 DITCH ROAD
LAURA M. JOLLY
& WALTER W. JOLLY
10101 DITCH ROAD
STEPHEN C. &
TOMISUE HILBERT
1120 LAURELWOODDITCH ROAD840845850840
845
850
840
845
850
840
845
825830835825
830 830
8358
3
5
830
83083083083582
0
825
83
084084084020'
101'
POND SUMMARY
BOTTOM OF POND ELEV. = 819.5'
NORMAL POOL ELEV. = 827.5'
MAXIMUM WSE. = 829.3'
FREEBOARD ELEV. = 833.0'
10-YEAR ELEV. = 828.5'
100-YEAR ELEV. = 829.3'
EMERGENCY SPILLWAY ELEV. = 830.0'
UTILITY EASEMENT
UTILITY EASEMENT
EXISITNG
SANITARY
EASEMENT
EXISITNG
SANITARY
EASEMENT
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\01-General Sheets\FILE...............3943 Grading Plan.dwgDIMSCALE..1 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:28pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
GRADING PLAN 03
1"=40'
N/A
29'
WEIR CREST = 830.0
N.W.L = 826.5
4:1 MAXIMUM
POND WEIR
(NOT TO SCALE)
04/14/22
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"TOS: 840.83840.92
PROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINEEXST.BARNPROPOSED NEWHOUSEMAIN FFE: 841.00BFFE: 825.83GARAGEFFE: 840.50POB15' SIDE YARD SETBACK
15' SIDE YARD SETBACK
40' FRONT YARD SETBACK20' REAR YARD SETBACKAD840.17839.42825.67837.08825.00BOW838.42BOS825.75TOS825.58838.42840.50837.50839.83840.50839.00TOW840.92840.50823.00823.25840.92±M.E.841.92±M.E
.843.25H.P.838.42BOS840.92840.50840.67TOS835.50H.P.823.00838.50BOW824.00822.75822.75825.25825.75TOS825.17821.18821.58821.00822.42839.67825.25BOW839.00TOW838.42837.75839.00TOW840.67825.25BOS825.50825.75840.92840.42837.00BOWSPRING MILL RUN CREEK837.50RIM837.00OUTLETP.E.825.75BOSDNDNDNDNDN841.33TOW841.33TOW841.33TOW841.33TOW81581 5820820825825830830
8
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835840840840845
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814816816
81781781
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ANTHONY M. & LIZA L. NAHEM
1122 LAURELWOOD
LAWRENCE S. TAVEL
10290 LAUREL RIDGE LN
LAUREL RIDGE HOMEOWNERS ASSOCIATION, INC.
BHARAT PATEL & ANJU PATEL
10155 DITCH ROAD
DJ & SHARON TRIGG
10111 DITCH ROAD
LAURA M. JOLLY
& WALTER W. JOLLY
10101 DITCH ROAD
STEPHEN C. &
TOMISUE HILBERT
1120 LAURELWOODDITCH ROADR12'R30'R210'R25'R190'
R
2
0
'
R50'20'R12'R1
2
'
R
4
4
'
R56'R14'R6'
20'
CONTRACTOR TO REPLACE
DRIVEWAY GATE - PAID FOR
BY OWNER OF 10155 DITCH
ROAD, APPROVED BY TRICO
FOR SHARED INGRESS/EGRESS
BY BOTH PARTIES.
UTILITY EASEMENT
UTILITY EASEMENT
EXISITNG
SANITARY
EASEMENT
EXISITNG
SANITARY
EASEMENT
101'
POND SUMMARY
BOTTOM OF POND ELEV. = 819.5'
NORMAL POOL ELEV. = 827.5'
MAXIMUM WSE. = 829.3'
FREEBOARD ELEV. = 833.0'
10-YEAR ELEV. = 828.5'
100-YEAR ELEV. = 829.3'
EMERGENCY SPILLWAY ELEV. = 830.0'DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\01-General Sheets\FILE...............3943 Site Layout Plan.dwgDIMSCALE..1 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:29pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
SITE LAYOUT PLAN 04
1"=40'
N/A
04/14/22
FL
O
O
D
Z
O
N
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L
I
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I
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Z
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N
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"
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"
FL
O
O
D
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O
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I
MI
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"TOS: 840.83840.92PROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINEEXST.BARNPROPOSED NEWHOUSEMAIN FFE: 841.00BFFE: 825.83GARAGEFFE: 840.50POB15' SIDE YARD SETBACK
15' SIDE YARD SETBACK
40' FRONT YARD SETBACK20' REAR YARD SETBACKAD840.17839.42825.67837.08825.00BOW838.42BOS825.75TOS825.58838.42840.50837.50839.83840.50839.00TOW840.92840.50823.00823.25840.92±M.E.841.92±M.E.843.25H.P.838.42BOS840.92840.50840.67TOS835.50H.P.823.00838.50BOW824.00822.75822.75825.25825.75TOS825.17821.18821.58821.00822.42839.67825.25BOW839.00TOW838.42837.75839.00TOW840.67825.25BOS825.50825.75840.92840.42837.00BOWSPRING MILL RUN CREEK837.50RIM837.00OUTLETP.E.825.75BOSDNDNDNDNDN841.33TOW841.33TOW841.33TOW841.33TOWANTHONY M. & LIZA L. NAHEM
1122 LAURELWOOD
LAWRENCE S. TAVEL
10290 LAUREL RIDGE LN LAUREL RIDGE HOMEOWNERS ASSOCIATION, INC.
BHARAT PATEL & ANJU PATEL
10155 DITCH ROAD
DJ & SHARON TRIGG
10111 DITCH ROAD
LAURA M. JOLLY
& WALTER W. JOLLY
10101 DITCH ROAD
STEPHEN C. &
TOMISUE HILBERT
1120 LAURELWOODDITCH ROADAPP. APP. APP.
20'
+ + + + + + + + ++ + + + + + + +++++++++++++++++++CONSTRUCTION
ENTRANCE
ROCK CHECK DAM-1:4.4ECB
ECB
ECB
ECB
ECB
ECB
UTILITY EASEMENT
UTILITY EASEMENT
EXISITNG
SANITARY
EASEMENT
EXISITNG
SANITARY
EASEMENT
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\03-Erosion Control\FILE...............3943 EC.dwgDIMSCALE..40 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:29pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
SITE EROSION CONTROL 05
1"=40'
N/A
EROSION CONTROL LEGEND
PERMANENT SEEDING
EROSION CONTROL BLANKET LIMITS
INLET PROTECTION
RIP-RAP
SILT FENCE
OUTLET PROTECTION
EROSION CONTROL BLANKET++++++ECB
04/14/22
B7 THERE WILL BE NO RUNOFF CONTROL MEASURES USED IN THIS PROJECT.
B8 THE STORM WATER OUTLETS FOR THIS PROJECT ARE ONTO THE SHELF OF THE RETENTION BASIN. NO OUTLETS TO THE POND WILL BE ABOVE
THE NORMAL POOL LEVEL. NO SCOUR PROTECTION WILL BE REQUIRED FOR THESE CROWNS BELOW THE NORMAL POOL ONCE THE POND IS
ONLINE. THE MAIN OUTLET OF THE POND WILL BE INTO A STORM WATER INLET, WITH THE OVERFLOW BEING SHEET FLOW ON LAND.
B9 THERE WILL BE NO GRADE STABILIZATION STRUCTURES USED IN THIS PROJECT.
B10 STORMWATER QUALITY MEASURES ARE REQUIRED FOR THIS PROJECT. ALL MEASURES AND DETAILS ARE SHOWN ON SHEETS 17 AND 18.
B11 SEASON-APPROPRIATE TEMPORARY SURFACE STABILIZATION METHODS: TEMPORARY SURFACE STABILIZATION SHALL BE DONE IN
ACCORDANCE WITH INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT STORM WATER QUALITY MANUAL. ALL DISTURBED AREAS THAT
REQUIRE TEMPORARY COVER DURING CONSTRUCTION ACTIVITIES SHALL BE STABILIZED WITH MULCHING ALONE FROM DECEMBER 1 TO
MARCH 14 AND FROM JUNE 16 TO AUGUST 31. SPRING MIX SHALL BE USED FROM MARCH 15 THROUGH JUNE 15, AND SHALL BE APPLIED AT
THE RATE OF 150 LB/ACRE. SPRING MIX SHALL CONSIST OF OATS. FALL MIX SHALL BE USED FROM SEPTEMBER 1 THROUGH NOVEMBER 30,
AND SHALL BE APPLIED AT THE RATE OF 150 LB/ACRE. FALL MIX SHALL CONSIST OF WINTER WHEAT.
B12 PERMANENT STABILIZATION METHODS, INCLUDING SEQUENCING INFORMATION, APPLICATION RATES FOR SOIL AMENDMENTS AND SEED
MIXTURES, AND THE TYPE AND APPLICATION RATES FOR SOIL AMENDMENT AND ANCHORED MULCH ARE INCLUDED IN THE SPECIFICATIONS.
B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN:
PURPOSE:
THE INTENTION OF THIS SPILL PREVENTION, CONTROL AND COUNTERMEASURES PLAN (SPCCP) IS TO ESTABLISH THE PROCEDURES AND
EQUIPMENT REQUIRED TO PREVENT THEIR DISCHARGE TO STORMWATER. THE PLAN ALSO ESTABLISHES THE ACTIVITIES REQUIRED SHOULD
SUCH OCCUR.
DEFINITIONS:
POLLUTANT
MEANS POLLUTANT OF ANY KIND OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO: SEDIMENT, PAINT, CLEANING AGENTS, CONCRETE
WASHOUT, PESTICIDES, NUTRIENTS, TRASH WITH WASTE OTHER THAN DREDGED SOIL.
DISCHARGE:
INCLUDES BUT IS NOT LIMITED TO: ANY SPILLING, LEAKING, PUMPING, POURING, EMITTING, EMPTYING, OR DUMPING.
PLAN REVIEW AND AMENDMENTS:
THIS PLAN SHALL BE REVIEWED AND/OR AMENDED, IF NECESSARY, WHENEVER THERE IS A CHANGE IN THE DESIGN OF THE SITE,
CONSTRUCTION, OPERATION, OR MAINTENANCE WHICH MATERIALLY AFFECTS THE SITE'S POTENTIAL FOR THE DISCHARGE OF REGULATED
MATERIAL.
PREDICTION OF POTENTIAL SPILLS:
1. DRAINAGE SYSTEM: ALL RUNOFF ON THE PROJECT IS OVER LAND FLOW
2. POSSIBLE SPILL SOURCES (DURING AND POST CONSTRUCTION):
VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, GREASE, ANTIFREEZE, CONSTRUCTION TRASH AND DEBRIS,
BIOLOGICAL AGENTS FOUND IN TRASH AND DEBRIS, FERTILIZERS, HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO: CLEANING
AGENTS, CHEMICALS, PAINT, HERBICIDES AND PESTICIDES.
3. GROUNDWATER CONTAMINATION: THE FACILITY MAINTAINS NO ABOVE GROUND OR UNDER GROUND STORAGE TANKS ON THIS SITE.
THEREFORE, IT IS FELT THERE IS LITTLE OR NO POSSIBILITY OF POST CONSTRUCTION GROUNDWATER CONTAMINATION.
ALERT PROCEDURES FOR SPILLS:
1. ANY PERSONNEL OBSERVING A SPILL WILL IMMEDIATELY INITIATE THE FOLLOWING PROCEDURE:
CONTAIN AND/OR STOP THE SOURCE OF THE SPILL.
2. DIAL 911 FROM ANY TELEPHONE AND NOTIFY THE APPROPRIATE EMERGENCY PERSONNEL.
3. THE CONTRACTORS DESIGNATED EMERGENCY COORDINATOR WILL THEN TAKE THE FOLLOWING ACTIONS:
BARRICADE THE AREA, ALLOW NO VEHICLES TO ENTER OR LEAVE THE SPILL ZONE AND CONTAIN THE SPILL.
NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE (IDEM-OER) BY CALLING
EITHER OF THE FOLLOWING TELEPHONE NUMBERS:
OFFICE 1-317-233-7745
TOLL FREE 1-800-233-7745
NOTIFY WASTE RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL OR OTHER CONTRACTUAL PERSONNEL NECESSARY FOR CLEANUP.
COORDINATE AND MONITOR CLEANUP UNTIL THE SITUATION HAS BEEN STABILIZED AND SPILLS HAVE BEEN ELIMINATED.
COOPERATE WITH THE IDEM-OER ON PROCEDURE AND REPORTS INVOLVED WITH THE EVENT.
CLEANUP PARAMETERS:
1. THE CONTRACTOR SHALL MAINTAIN LISTS OF READILY AVAILABLE PERSONNEL, VAC-TRUCKS, TANK PUMPERS AND OTHER EQUIPMENT
READILY ACCESSIBLE FOR CLEAN-UP OPERATIONS. IN ADDITION, A CONTINUALLY UPDATED LIST OF AVAILABLE ABSORBENT MATERIALS
AND CLEAN-UP SUPPLIES SHALL BE KEPT ON SITE.
2. ALL CONSTRUCTION PERSONNEL WILL BE MADE AWARE OF TECHNIQUES FOR PREVENTION OF SPILLS. THEY SHALL BE INFORMED OF
THE REQUIREMENTS AND PROCEDURES OUTLINED IN THIS PLAN. THEY SHALL BE KEPT ABREAST OF CURRENT DEVELOPMENTS OR NEW
INFORMATION ON THE PREVENTION OF SPILLS AND /OR NECESSARY ALTERATIONS TO THIS PLAN.
3. WHEN SPILLS OCCUR, WHICH COULD ENDANGER HUMAN LIFE, THE RESPONSIBILITY OF PROTECTION AND CLEANUP WILL BE CARRIED
OUT BY THE LOCAL POLICE AND FIRE DEPARTMENT.
4. ABSORBENT MATERIALS, WHICH ARE USED IN CLEANING UP SPILLED MATERIALS, WILL BE DISPOSED OF IN A MANNER SUBJECT TO THE
APPROVAL OF THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT.
5. FLUSHING OF SPILLED MATERIAL WITH WATER WILL NOT BE PERMITTED UNLESS SO AUTHORIZED BY THE INDIANA DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT.
B14 ALL PROPOSED POLLUTION PREVENTION MEASURES SHALL BE INSPECTED FOR DEFICIENCIES BY A TRAINED PROFESSIONAL AT LEAST
WEEKLY, AND AGAIN AFTER EACH 1
2" OR GREATER RAIN EVENT. INSPECTION REPORTS MUST BE SIGNED AND DATED AND KEPT ON FILE.
AT COMPLETION OF PROJECT, INSPECTION REPORTS MUST BE SUBMITTED TO THE OWNER. FOLLOWING GUIDELINES SHALL BE
FOLLOWED FOR MAINTAINING THE FOLLOWING POLLUTION PREVENTION MEASURES:
PERIMETER PROTECTION
1. IF PERIMETER PROTECTION BECOMES BREACHED, STARTS TO DECOMPOSE, OR IN ANY WAY BECOME INEFFECTIVE, REPLACE THE
AFFECTED PORTION IMMEDIATELY.
PLAN ELEMENTS - CONSTRUCTION PLANS
A1 PLAN INDEX PROVIDED BELOW.
A2 EXISTING CONDITIONS ARE SHOWN ON SHEET 01.
A3 THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A PRIVATE RESIDENCE, POND, AND BERMS AT 10155 DITCH ROAD.
A4 VICINITY MAP IS SHOWN ON SHEET 01.
A5 THE LATITUDE AND LONGITUDE OF THE SITE IS AS FOLLOWS:
LAT. 39° 56' 39.9" N
LON. 86° 07' 00.3" W
A6 THE LOCATION OF ALL PROPOSED SITE IMPROVEMENTS CAN BE FOUND ON PLAN SHEETS 2-7.
A7 14-DIGIT HYDROLOGIC UNIT CODE: 05120201090040.
A8 AN IDEM RULE 5 PERMIT IS THE ONLY APPLICABLE STATE PERMIT FOR THIS PROJECT.
A9 RUNOFF FROM THE PROJECT AREA DISCHARGES INTO AN OPEN CUT DITCH THAT RUNS THROUGH THE COURSE AND INTO THE
NEIGHBORHOOD. THIS IS A TRIBUTARY TO THE MOFFITT & WILLIAMSON DRAIN, WHICH ULTIMATELY FLOWS INTO THE WHITE RIVER. NO
CHANGE TO RUNOFF OR DRAINAGE PATTERNS IS PROPOSED AS PART OF THIS PROJECT. FLARED END SECTIONS DISCHARGE FLOW INTO
THE DITCH. LOCATIONS FOR THE FLARED END SECTIONS ARE LOCATED IN THE PLANS ON SHEETS 2-7.
A10 THE PROJECT AREA CONSISTS OF THE WOODLAND COUNTRY CLUB OF CARMEL, WHICH RUNOFF DISCHARGES INTO AN OPEN CUT DITCH
THAT RUNS THROUGH THE COURSE AND INTO THE NEIGHBORHOOD. THIS IS A TRIBUTARY TO THE MOFFITT & WILLIAMSON DRAIN, WHICH
ULTIMATELY FLOWS INTO THE WHITE RIVER.
A11 RECEIVING WATERS: MOFFITT & WILLIAMSON DRAIN, WHITE RIVER.
A12 POTENTIAL DISCHARGES TO GROUNDWATER: NONE
A13 A FEMA FLOOD MAP DETAILING 100 YR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES CAN BE FOUND ON SHEET 11. THERE IS NO
WORK EXPECTED IN A FLOOD ZONE.
A14 PRE-CONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGES ARE AS FOLLOWS:
PRE-CONSTRUCTION DISCHARGES
Q, 10 YEAR = 75.1 cfs
Q, 100 YEAR = 162.5 cfs
POST-CONSTRUCTION DISCHARGES
Q, 10 YEAR = 37.2 cfs
Q, 100 YEAR = 103. cfs
A15 THE LAND USE ADJACENT TO THE PROJECT SITE IS RESIDENTIAL AND PUBLIC RIGHT-OF-WAY.
A16 LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS ARE IDENTIFIED ON SHEETS 2-7.
A17 EXISTING VEGETATIVE COVER IS PRIMARILY GRASS AND IS SHOWN ON SHEETS 2-7.
A18 A SOILS MAP FROM THE NRCS DEPICTING SOIL TYPES FOR THE PROJECT SITE CAN BE FOUND ON SHEET 13.
A19 PLAN OF PROPOSED DRAINAGE IMPROVEMENTS ARE SHOWN ON SHEETS 2-7. DETAILS OF PROPOSED DRAINAGE IMPROVEMNETS
INCLUDING HYBRID DITCH DETAILS ARE INCLUDED ON SHEETS 8 AND 9.
A20 THERE ARE NO OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL HAULING AND MATERIAL STORAGE NEEDED FOR THE PROJECT.
A21 THE CONTRACTOR SHALL PHASE CONSTRUCTION OPERATIONS SO THAT ALL SOIL REMOVED IS EITHER USED AS BACKFILL OR REMOVED
FROM THE SITE PRIOR TO ENDING CONSTRUCTION OPERATIONS FOR THAT DAY.
A22 EXISTING SITE TOPOGRAPHY IS SHOWN ON PLAN SHEETS 2-7.
A23 FINAL TOPOGRAPHY WILL MATCH EXISTING TOPOGRAPHY AND IS SHOWN ON PLAN SHEETS 2-7.
CONSTRUCTION COMPONENTS
B1 POTENTIAL POLLUTANT SOURCES: EXPECTED POLLUTANTS TO STORMWATER DURING CONSTRUCTION CAN BE BUT NOT LIMITED TO:
EXCESS SEDIMENT, ORGANIC MATERIALS SUCH AS LEAVES AND TWIGS, EXCESS CONCRETE, FUELS, BRAKE DUST, AND TRASH.
B2 STORMWATER QUALITY SEQUENCING:
PRE-CONSTRUCTION ACTIVITIES:
1. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEM, INC. ("HOLEY MOLEY") AT 811 TO CHECK THE LOCATION OF ANY
EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO WORKING DAYS BEFORE CONSTRUCTION TAKES PLACE.
2. ESTABLISH ONSITE LOCATION FOR OWNER/OPERATOR/CONTRACTOR PLACEMENT OF APPROVED PLANS AND EROSION CONTROL
MEASURE INSPECTION DOCUMENTS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SURROUNDING STREETS ON A DAILY BASIS TO ENSURE THAT
VISIBLE CONSTRUCTION POLLUTANTS ARE NOT PRESENT. IF CONSTRUCTION POLLUTANTS ARE PRESENT, THE CONTRACTOR SHALL
REMOVE THEM IMMEDIATELY.
CONSTRUCTION ACTIVITIES:
1. INSTALL APPROPRIATE PERIMETER PROTECTION AND INLET PROTECTION WHILE WORK IS BEING PERFORMED IN THE AREA.
CREATE STAGING AREA FOR MATERIALS. STOCKPILE AREA WILL NEED TO HAVE APPROPRIATE EROSION CONTROL PRIOR TO
CREATION. THESE EROSION CONTROL MEASURES ARE TO BE INSTALLED AS INDICATED ON PLAN SHEET 7 OF 18 (POND 10 ONLY).
2. POND CONSTRUCTION TO OCCUR. EXCAVATED POND WILL ACT AS SEDIMENT CONTROL DURING THE MASS GRADING PROCESS.
3. RESTORATION TO OCCUR FOR POND AND AREAS SHEET FLOWING TO THE POND. EROSION CONTROL ITEMS TO BE INSTALLED SUCH
AS EROSION CONTROL BLANKET AND TEMPORARY SEEDING. DEWARTERING WILL OCCUR AT THIS TIME
4. CONTRACTOR TO REMOVE COLLECTED SEDIMENT FROM POND BOTTOM PRIOR TO ENERGIZING POND.
5. OUTLET TO BE PUT ONLINE BEFORE THE RETENTION BASIN IS ENERGIZED. INSTALL INLET PROTECTION.
6. ENERGIZE RETENTION BASIN.
7. ONCE ALL PERMANENT SURFACE STABILIZATION IS ESTABLISHED, TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED.
B3 THE PROJECT IS THROUGHOUT THE JORDAN WOODS NEIGHBORHOOD, ALONG JORDAN ROAD, TIMBER DRIVE, E. 109TH STREET, E. 110TH
STREET, AND E. 111TH STREET. THE CONTRACTOR SHALL MINIMIZE SEDIMENT TRACKING ONTO THE ROADWAY.
B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS INCLUDE BUT ARE NOT LIMITED TO: PERIMETER PROTECTION AND INLET
FILTERS.
B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: LIMITED CONCENTRATED FLOWS FROM DEWATERING FOR
EXCAVATIONS WILL OCCUR DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING SEDIMENTATION IN
THESE CONCENTRATED FLOWS, TYPICALLY AT DEWATERING PUMP DISCHARGES. OTHER SEDIMENT CONTROL PROCEDURES FOR OTHER
CONCENTRATED FLOWS, INCLUDING THOSE ASSOCIATED WITH WITH STAGING AREA RUNOFF, SHALL ALSO BE THE RESPONSIBILITY OF
THE CONTRACTOR.
B6 PROTECTION MEASURES FOR SURFACE INLETS CAN BE FOUND ON PLAN SHEETS 7 OF 18. DETAILS PERTAINING TO THESE EROSION
CONTROL MEASURES CAN BE FOUND ON SHEETS 17 AND 18.
2. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE PERIMETER PROTECTION AT ITS
LOWEST POINT, OR IS CAUSING THE PERIMETER PROTECTION TO BULGE.
3. TAKE CARE TO AVOID UNDERMINING THE PERIMETER PROTECTION DURING CLEAN OUT.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT
DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE.
TEMPORARY SEEDING
1. INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED;
RE-SEED IF NECESSARY.
2. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RE-SEED AND MULCH IF NECESSARY.
3. TOP-DRESS FALL SEEDED WHEAT SEEDINGS WITH 50 LBS/ACRE OF NITROGEN IN FEBRUARY OR MARCH IF
NITROGEN DEFICIENCY IS APPARENT.
INLET PROTECTION
1. PLACE GEOTEXTILE FILTER FABRIC BAGS WHEN THEY BECOME THREE QUARTERS FULL, OR WHEN THE SEDIMENT
IMPEDES THE PASSAGE OF STORMWATER INTO THE SYSTEM.
2. INLET PROTECTION SHALL BE INSPECTED AND CLEANED AFTER EVERY RAIN EVENT, OR AT LEAST ONCE A WEEK.
CONCRETE WASHOUT AREA
1. INSPECT DAILY AND AFTER EACH STORM EVENT.
2. INSPECT THE INTEGRITY OF THE OVERALL STRUCTURE INCLUDING, WHERE APPLICABLE, THE CONTAINMENT
SYSTEM.
3. INSPECT THE SYSTEM FOR LEAKS, SPILLS, AND TRACKING OF SOIL BY EQUIPMENT.
4. INSPECT THE POLYETHYLENE LINING FOR FAILURE, INCLUDING TEARS AND PUNCTURES.
5. ONCE CONCRETE WASTE HARDENS, REMOVE AND DISPOSE OF MATERIAL.
6. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50% CAPACITY.
7. THE POLYETHYLENE LINER SHOULD BE REPLACED AFTER THE REMOVAL OF CONCRETE WASTE.
B15 DOES NOT APPLY TO THIS PROJECT
POST-CONSTRUCTION COMPONENTS
C1 THE PROPOSED PROJECT IS A STORM SEWER INSTALLATION. POST CONSTRUCTION POLLUTANT EXPOSURE INCLUDE
THOSE PRODUCED BY VEHICULAR TRAFFIC SUCH AS: OIL, GREASE, ANTIFREEZE, BRAKE FLUID, BRAKE DUST, RUBBER
FRAGMENTS, DUST, GASOLINE, DIESEL FUEL, AND OTHER METALS AND FRAGMENTS FROM VEHICULAR SOURCES. OTHER
POLLUTANTS INCLUDE GRIT (SEDIMENT) FROM WEAR OF THE ROADWAY OR WASHING OFF VEHICLES AND TRASH FROM
LITTERING AND IMPROPER DISPOSAL OF WASTE.
C2 UNDERDRAINS WILL BE INSTALLED ALONG THE ALIGNMENTS OF HYBRID HITCHES. THE UNDERDRAIN PIPE SIZES RANGE
FROM 4" TO 18" AND WILL BE PERFORATED HDPE PIPE THAT WILL SERVE AS A CONVEYANCE ELEMENT AS WELL AS
COLLECTION POINT FOR INFILTRATIVE FLOWS. CLEAN STONE AND GEOMEMBRANE WILL BE INSTALLED ALONG THE
UNDERDRAINS TO ENHANCE INFILTRATION AND REDUCE PONDING SURFACE WATER. INLETS WILL BE INSTALLED ALONG THE
HYBRID DITCH SYSTEM AND ARE GENERALLY CONFIGURED TO PROVIDE MINOR PONDING PRIOR TO OVERTOPINIG INTO
INLETS IN ORDER TO FORCE INITIAL FLOWS TO INFILTRATE OR ENCOUNTER MICRO-PONDING PRIOR TO BEING COLLECTED
INTO THE STORMSEWER NETWORK. THE CONTRACTOR SHOULD FOLLOW THE GENERAL SEQUENCE BELOW:
1. EROSION AND SEDIMENT CONTROL PRACTICES FOR EACH HYBRID DITCH SECTION WILL NEED TO BE INSTALLED
AND MAINTAINED DURING THE COURSE OF CONSTRUCTION.
2. STORMWATER POLLUTION PREVENTION PRACTICES SHOULD BE REVIEWED AND MAINTAINED AS NEEDED TO KEEP
THEM EFFECTIVE. SEDIMENT WILL BE REMOVED FROM SEDIMENT CONTROL PRACTICES AND INLETS AFTER THE
SITE IS PERMANENTLY STABILIZED.
3. REVIEW ALL DISTURBED AREAS FOR FINAL STABILIZATION. A UNIFORM COVER OF 70% PERENNIAL VEGETATION
IS REQUIRED.
4. THE CONTRACTOR WILL REMOVE THE TEMPORARY EROSION OR SEDIMENT CONTROL PRACTICES AS THE
VEGETATIVE COVER FOR EACH PRACTICE IS PERMANENTLY STABILIZED.
5. SUBMIT THE NOTICE OF TERMINATION (NOT)
C3 POST CONSTRUCTION STORMWATER QUALITY MEASURES:
STORMWATER QUALITY MEASURES INCLUDE SEEDING, SODDING, AND MULCHING, ETC. ALL DENUDED AREAS NOT PAVED
WILL BE RE-VEGETATED. ALL PAVED AREAS WILL BE KEPT FREE OF LITTER AND DEBRIS. HYBRID DITCHES WILL SERVE
AS THE MAIN SOURCE OF POST-CONSTRUCTION STORMWATER QUALITY MEASURES. THE DITCHES WILL COLLECT
RUNOFF FROM THE ROADWAY AND FILTER THROUGH THE SOIL TO THE UNDER DRAINS AND ULTIMATELY THE INLETS.
SEDIMENT WILL BE FILTERED OUT THROUGH THE RETENTION MEDIA AND OTHER ELEMENTS WILL BE ABSORBED
NATURALLY THROUGH THE GRASS AND PLANTS.
C4 THE HYBRID DITCHES WILL BE CONSTRUCTED PER THE DETAILS ON SHEETS 8 AND 9. LOCATIONS FOR THE INLETS AND
DITCHES CAN BE FOUND IN THE PLANS ON SHEETS 2-7.
C5 MAINTENANCE OF THE DITCHES AND INLETS WILL REQUIRE REGULAR CLEANING OF DEBRIS FROM AROUND THE GRATES
TO ENSURE WATER CAN FLOW INTO THE STORMWATER SYSTEM. THE CITY OF CARAMEL WILL BE RESPONSIBLE FOR THE
MAINTENANCE IN ACCORDANCE WITH CHAPTER 8 OF THE IDEM STORMWATER QUALITY MANUAL.
SWPPP NOTES
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\03-Erosion Control\FILE...............3943 SWPPP.dwgDIMSCALE..1 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:30pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
N/A
06
N/A
04/14/22
SILT FENCE
1. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
2. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE
FENCE AT ITS LOWEST POINT, OR IS CAUSING THE FABRIC TO BULGE.
3. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE
FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND
STABILIZE.
GENERAL NOTES:
1. THE SILT FENCE SHALL BE PLACED AS CLOSE AS POSSIBLE TO EDGE OF CONSTRUCTION
LIMITS OR AS DIRECTED.
2. THE SPACING OF THE TIEBACKS SHALL EQUAL THE SPACING OF POSTS. ADDITIONAL POST
DEPTH OR TIEBACKS MAYBE BE REQUIRED IN UNSTABLE SOILS.
METAL, SYNTHETIC,
OR WOOD POSTS
GROUND LINE
6' MAX
GEOTEXTILE FABRIC SILT FENCE TIEBACK BETWEEN
FENCE POST AT ANCHOR 4"
FLOW
ANCHOR STAKE MIN.
LENGTH 18"COMPACTED SOIL18"MIN.36"18"MIN.NOT TO SCALE
EXISTING GRATE
PIPE
GEOTEXTILE FILTER FABRIC
BAG
GRATE
GEOTEXTILE FILTER FABRIC
BAG
NOT TO SCALE
SILT FENCE
NOTES
1. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEM, INC. ("HOLEY MOLEY") AT 1-800-382-5544 TO
CHECK THE LOCATION OF ANY EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO WORKING DAYS BEFORE
CONSTRUCTION TAKES PLACE.
2. PERIMETER PROTECTION, INLET PROTECTION AND CULVERT PROTECTION SHALL BE INSTALLED PRIOR TO
WORK IN THOSE DESIGNATED AREAS. ANY DITCHES THAT ARE DISTURBED DURING INSTALLATION OF THE
WASTEWATER FACILITIES SHALL BE REESTABLISHED AND REQUIRE RE-SEEDING AS AN EROSION CONTROL
MEASURE.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SURROUNDING STREETS ON A DAILY BASIS TO
ENSURE THAT VISIBLE CONSTRUCTION POLLUTANTS ARE NOT PRESENT. IF CONSTRUCTION POLLUTANTS ARE
PRESENT, THE CONTRACTOR SHALL REMOVE THEM IMMEDIATELY. DUST CONTROL MEASURES SHALL BE TAKEN
AS NECESSARY TO KEEP AIRBORNE POLLUTANTS FROM LEAVING THE SITE.
4. THE CONTRACTOR SHALL ESTABLISH A CONCRETE WASHOUT LOCATION PRIOR TO ANY CONCRETE OR
FLOWABLE FILL PLACEMENT.
5. THE TOP 1 FOOT OF TOPSOIL ON AGRICULTURAL AREAS SHALL BE REMOVED AND STOCKPILED DURING
CONSTRUCTION. THE STOCKPILE SHALL BE PROTECTED FROM EROSION USING BURLAP, TARPING, ETC. AFTER
WASTEWATER FACILITIES HAS BEEN INSTALLED AND BACKFILLED, THE NATIVE TOPSOIL SHALL BE REPLACED.
6. ONCE ALL PERMANENT SURFACE STABILIZATION IS ESTABLISHED, TEMPORARY EROSION CONTROL MEASURES
SHALL BE REMOVED.36" (MIN.)30" (MIN.)8' TREATED
4"X4" POST
24"x36"x3/4"
PLYWOOD
WOOD OR METAL STAKES TO
SECURE THE STRAW BALES (2
PER STRAW BALE)
METAL PINS OR STAPLES TO
SECURE THE POLYETHYLENE
LINING TO THE STRAW BALES
POLYETHYLENE LINING (10
MILLIMETERS); THE LINING
SHOULD EXTEND OVER THE
STRAW BALES.
POLYETHYLENE LINING
(10 MILLIMETERS);
THE LINING SHOULD
EXTEND OVER THE
STRAW BALES.
STRAW BALES ENTRENCHED 4
INCHES INTO THE SOIL12' MIN.15' MIN.
CONCRETE
WASHOUT
AREA
PLAN VIEW
I
C-10
I
C-10
SECTION I
C-10NO SCALE
A
C-10
SIGN
SIGN DETAIL A
C-10NO SCALE
METAL PINS OR
STAPLES TO SECURE
THE POLYETHYLENE
LINING TO THE
STRAW BALES.
NOTE:
CONTRACTOR SHALL CLEAN ALL
HAUL ROADS DAILY.
PAINT PLYWOOD
FACE WHITE 4"
(MIN.) STENCILED
LETTERS PAINTED
BLACK
CULVERT PIPE PROTECTION
NOT TO SCALE
SEEDING SCHEDULE
CULVERT PIPE PROTECTION/INLET PROTECTION
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT,
AND REPAIR DAMAGE IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE
RUNOFF STORAGE FOR THE NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
REMOVE ALL CONSTRUCTION MATERIALS, AND SEDIMENT AND
DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO
ELEVATION AND STABILIZE.
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
2"-3" COARSE AGGREGATE
NOT TO SCALE
SWPPP DETAILS
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\03-Erosion Control\FILE...............3943 SWPPP.dwgDIMSCALE..1 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:30pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOT
FORCONSTRUCTIONBASH
VSE
VSE
BASH
FLOW
ELEVATION ENBEDMENT DETAIL TIEBACK DETAIL
20' (MIN)
50' (MIN)
PUBLI
C
R
O
A
D
INLET PROTECTION
ELEVATION VIEWPLAN VIEW
AREA AT ZERO PERCENT GRADE
INDOT CA NO.5 AGGREGATE
FLOW
INDOT REVETMENT RIPRAP
STRAW BALE (ALTERNATE
MATERIALS OR PRODUCTS
MAY BE USED TO PROVIDE
STRUCTURAL CONTAINMENT.
ALTERNATIVE MATERIALS OR
PRODUCTS WILL REQUIRE
DESIGN MODIFICATION.
COMPACTED
SOIL
MATERIAL
N/A
07
N/A
OVERLAP DETAIL
SILT FENCE
POST
SEDIMENT FILTER ROLL DETAIL
1" = 1'-0"
MIN. DIA. = 9 INCHES *
* (12 INCHES WHEN USED
AS DITCH CHECK)
04/14/22
SWPPP DETAILS
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\03-Erosion Control\FILE...............3943 SWPPP.dwgDIMSCALE..1 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:30pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOT
FORCONSTRUCTIONBASH
VSE
VSE
BASH
N/A
08
N/A
2"-5"
(5-12.5cm)
3.3'
(1m)
6'
(1.8m)
3'
(0.9m)
4'
(1.2m)
1.6'
(0.5m)
2'
(0.6m)
4:1 Slopes (Typ)
0.7 Staples per SQ.YD.
3:1 Slopes (Typ)
1.15 Staples per SQ.YD.
2:1 Slopes (Typ)
1.7 Staples per SQ.YD.
1:1 & Steeper Slopes (Typ)
3.4 Staples per SQ.YD.
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
6'
(1.8m)
3.3'
(1m)
3.3'
(1m)
3'
(0.9m)
3.3'
(1m)
3.3'
(1m)
1.6'
(0.5m)
4'
(1.2m)
2'
(0.6m)
20"(0.5m)
NOT TO SCALE
SLOPE
INSTALLATION
DETAIL
Drawing Not To Scale
1. Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2.Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECPs extended beyond
the up-slope portion of the trench.
Anchor the RECPs with a row of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Apply seed to
the compacted soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3.Roll the RECPs (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4.The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5.Consecutive RECPs spliced down
the slope must be end over end
(Shingle style) with an approximate
3"(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
3B
4
2
5
1
3A
12"(30cm)
6"
(15cm)
6"
(15cm)
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECP's.
3"(7.5cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-772-2040
www.nagreen.com
04/14/22
PROJECT AREA
FIRM MAP
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\03-Erosion Control\FILE...............3943 SWPPP.dwgDIMSCALE..1 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:30pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOT
FORCONSTRUCTIONBASH
VSE
VSE
BASH
N/A
09
N/A
04/14/22
SOIL MAP
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\03-Erosion Control\FILE...............3943 SWPPP.dwgDIMSCALE..1 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:30pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
N/A
10
N/A
04/14/22
FL
O
O
D
Z
O
N
E
L
I
M
I
T
S
Z
O
N
E
"X
"
FL
O
O
D
Z
O
N
E
L
I
MI
T
S
Z
O
N
E
"
A
E
"TOS: 840.83840.92PROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINEEXST.BARNPROPOSED NEWHOUSEMAIN FFE: 841.00BFFE: 825.83GARAGEFFE: 840.50POB15' SIDE YARD SETBACK
15' SIDE YARD SETBACK
40' FRONT YARD SETBACK20' REAR YARD SETBACKAD840.17839.42825.67837.08825.00BOW838.42BOS825.75TOS825.58838.42840.50837.50839.83840.50839.00TOW840.92840.50823.00823.25840.92±M.E.841.92±M.E
.843.25H.P.838.42BOS840.92840.50840.67TOS835.50H.P.823.00838.50BOW824.00822.75822.75825.25825.75TOS825.17821.18821.58821.00822.42839.67825.25BOW839.00TOW838.42837.75839.00TOW840.67825.25BOS825.50825.75840.92840.42837.00BOWSPRING MILL RUN CREEK837.50RIM837.00OUTLETP.E.825.75BOSDNDNDNDNDN841.33TOW841.33TOW841.33TOW841.33TOW81581 5820820825825830830835
835840840840845
845
814
814816816
81781781
8
8188198198
2
1
821
82
2
822823
823824824826826827
827828
828829829831
8318328328338338
3
4
8348
3
6
836
8
37
837
8378
38838 83883983983984
1 841842 842843 843844
844
846
846
847
847
848
848
849
849
840
840
838839841
841842
842
843
843
840
845
841842843844
83
0
835
8
4
0
845845831832 8328
3
2
833
834
83
6
8
3
7
8
3
8
8398418418418
4
1
8428
4
2
843843844844846846820820820820820
82082583
0
835
840
845845819
819819819
819819
8
21
8218
2
2
822823824826827828829831
832
833
834
83
6
837
838
839
84
1
842842
84384
3
844844844
825821822
823824
82682
7
828
82
9
8
2
3
ANTHONY M. & LIZA L. NAHEM
1122 LAURELWOOD
LAWRENCE S. TAVEL
10290 LAUREL RIDGE LN
LAUREL RIDGE HOMEOWNERS ASSOCIATION, INC.
BHARAT PATEL & ANJU PATEL
10155 DITCH ROAD
DJ & SHARON TRIGG
10111 DITCH ROAD
LAURA M. JOLLY
& WALTER W. JOLLY
10101 DITCH ROAD
STEPHEN C. &
TOMISUE HILBERT
1120 LAURELWOOD DITCH ROADAPP.APP. APP.APP.APP.APP.APP. & EXIST. R/WAPP. APP.840838838839839841842842
84
3 843PROPOSED NEWHOUSEMAIN FFE: 841.00BFFE: 826.00GARAGEFFE: 840.5010+00
11+00
12+0
0
13 +0 013+08
+18 STR. NO. ST-1
FLARED END SECTION
N: 130789.92
E: 736313.34
+91 STR. NO. ST-3
ST. INLET
N: 130953.21
E: 736268.72
+32 STR. NO. ST-2
ST. INLET
N: 130903.64
E: 736300.1010+0011+0012+0048" EX. SAN MH
RIM: 831.03
(SE) 8" HDPE 815.8
(SW) 10" HDPE 814.9
(N) 10" HDPE 814.8
224' of 8" SAN. LATERAL PIPE @ 0.45%10+0011+0011+04850
840
845
850
840
840
845
850840840845850 840845835
840
845 8458458308358
2
0
8208
2
5
8258
30
830
830835830
8
3
5825830
+73 STR. NO. ST-6
FLARED END SECTION
N: 130705.77
E: 736480.22
+45 STR. NO. ST-5
48" MANHOLE
WITH RS-48 STORMRAX GRATE
N: 130699.71
E: 736452.23
+76 STR. NO. ST-8
CONCRETE FLARED END SECTION
N: 130852.04
E: 735797.47
+53 STR. NO. ST-7
CONCRETE FLARED END SECTION
N: 130756.31
E: 735802.49
10+00
11+00
12+00
12+72
12" PIPE INV. ELEV = 840.13
12" PIPE INV. ELEV = 839.04
8
4
5
845
20'
+31 STR. NO. ST-4
FLARED END SECTION
N: 130696.61
E: 736438.53
+28 STR. NO. SAN 01
48" SAN MH
N: 131038.12
E: 736131.22
TYPE 1
CLEAN-OUT
UTILITY EASEMENT
UTILITY EASEMENT
EXISITNG
SANITARY
EASEMENT
EXISITNG
SANITARY
EASEMENT
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\04-Plan and Profiles\FILE...............3943 Drainage Plan.dwgDIMSCALE..40 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:31pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
DRAINAGE PLAN 11
1"=40'
N/A
04/14/22
FL
O
O
D
Z
O
N
E
L
I
M
I
TS
Z
O
N
E
"
X
"
FL
O
O
D
Z
O
N
E
L
I
M
I
T
S
Z
O
N
E
"A
E
"PROPOSED NEWHOUSEMAIN FFE: 841.00825.83GARAGEFFE: 840.50840.17839.42840.50839.83840.50840.50840.92840.50838.50BOW839.67839.00TOW840.92841.33TOW81581 5820820825825830830835
835814
814816816
8178178188188198198
2
1
821
82
2
82282
3
823824824826826827
827828
8288298298318318328328338338
3
4
8348
3
6
836
8
37
837
837838840838839841842
844
LAURA M. JOLLY
STEPHEN C. &
TOMISUE HILBERT
1120 LAURELWOOD0+001+002+003+003+36APP. APP. APP.
10+00
11+00
12+0
0
8368378398
3
5
831
832
10+0011+0011+048
2
0
8
2
5
LI
N
E
-
P
S 56
°
5
4
'
0
1
"
E
LINE-P
810
815
820
825
830
835
840
810
815
820
825
830
835
840
0+00 837.05837.050+50 836.22836.221+00 835.66835.661+50 835.43835.432+00 835.75835.752+50 836.14836.143+00837.09837.093+50
PROPOSED GRADE
EXISTING GRADEPROPERTY LINE40' FRONT YARD SETBACK841.92±M.E.843.25H.P.840
837838839841842 830835840845
845
826
827
8
2
8
82
9831832833834836837838839841842842843843844
844
LAUREL RIDGE HOMEOWNERS ASSOCIATION, INC.BHARAT PATEL & ANJU PATEL
10155 DITCH ROAD0+001+002+002+481
0
+
0
0
1
1
+
0
0
48" EX. SAN MH
RIM: 831.03
INV. IN: 8" HDPE 815.83 (SE)
INV. IN: 10" HDPE 814.93 (SW)
INV. OUT: 10" HDPE 814.8 (N)LINE SAN-1835840845830
845
845
DITCH ROAD
UTILITY EASEMENT
EXISITNG
SANITARY
EASEMENT
EXISITNG
SANITARY
EASEMENT
LINE-B
830
835
840
845
850
855
860
830
835
840
845
850
855
860
0+00 846.55846.550+50 846.17846.171+00 842.01842.011+50 841.71841.712+00 843.52843.522+40 840.69840.69PROPOSED GRADE
EXISTING GRADE
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\04-Plan and Profiles\FILE...............3943 Drive Profile.dwgDIMSCALE..40 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:31pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
POND AND BERM
PLAN AND PROFILE
12
1"=40'
1"=10'
04/14/22
FLOODZONE LIMITS ZONE "X"FLOODZONE LIMITS ZONE "AE"TOS: 840.83840.92PROPERTY LINEPROPERTY LINEEXST.BARNPROPOSED NEWHOUSEMAIN FFE: 841.00BFFE: 825.83GARAGEFFE: 840.5015' SIDE YARD SETBACK20' REAR YARD SETBACK840.17839.42825.67825.00BOW838.42BOS825.75TOS825.58838.42840.50839.83840.50839.00TOW840.92840.50823.00823.25838.42BOS840.92840.50840.67TOS835.50H.P.823.00838.50BOW824.00822.75822.75825.25825.75TOS825.17821.18821.58821.00822.42839.67825.25BOW838.42839.00TOW840.67825.25BOS825.50825.75840.92840.42SPRING MILL RUN CREEK825.75BOSDNDNDNDNDN841.33TOW841.33TOW841.33TOW841.33TOW815815820
8208258258
3
0
830835
83581481481681681781781
8
818819
819821
821822
822823
8238248248
26
8268
2
7
8278
2
8
8288
2
9
82983
1
831832
832833
833834
834836
836
837
837837 830 835
831832832
832833834
82
0
820
82
0
8
2
0
820
820
82
5
830
819
819819 819
819
819
821
821
822
822
823
82
4
82
6
8
2
7 828829831832833834
825821822823824826
827
828829
82 3
ANTHONY M. & LIZA L. NAHEM
1122 LAURELWOOD
LAURA M. JOLLY
& WALTER W. JOLLY
10101 DITCH ROAD
STEPHEN C. &
TOMISUE HILBERT
1120 LAURELWOOD 0+001+002+003+003+36APP. APP. APP.10+0011+0012+0013+00+32 STR. NO. ST-2
ST. INLET
N: 130903.64
E: 736300.10 +91 STR. NO. ST-3
ST. INLET
N: 130953.21
E: 736268.72
+18 STR. NO. ST-1
FLARED END SECTION
N: 130789.92
E: 736313.34
54' of 12" PIPE @ 0.40%
112' of 12" PIPE @ 0.40%
830830
83
0
83
183183283283383
3833
8298288268
36 8378
39
835
8308
2
6
8
2
7
8
2
8829831832 10+0011+0012+0010+
0
0
11+
0
011+
0
4
48" EX. SAN MH
RIM: 831.03
INV. IN: 8" HDPE 815.83 (SE)
INV. IN: 10" HDPE 814.93 (SW)
INV. OUT: 10" HDPE 814.8 (N)
LINE SAN
-
1
+45 STR. NO. ST-5
48" MANHOLE
WITH RS-48 STORMRAX GRATE
N: 130699.71
E: 736452.23
+73 STR. NO. ST-6
FLARED END SECTION
N: 130705.77
E: 736480.22
830
820
825
LINE-P
S 56°5
4'
0
1
"
E
20'45 DEGREE BEND
N: 131015.07
E: 736137.57
45 DEGREE BEND
N: 131016.75
E: 736135.32
+31 STR. NO. ST-4
FLARED END SECTION
N: 130696.61
E: 736438.53
+28 STR. NO. SAN 01
48" SAN MH
N: 131038.12
E: 736131.22
UTILITY EASEMENT
UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
Line ST-1
800
805
810
815
820
825
830
835
840
845
850
800
805
810
815
820
825
830
835
840
845
850
10+00 834.28834.2810+50 833.65833.6511+00 833.09833.0911+50 831.81831.8112+00 831.27831.2712+50 830.31830.3113+00 824.80824.8013+50
112 LFT. OF 12" PIPE @ 0.40% REQ'D
54 LFT. OF 12" PIPE @ 0.40% REQ'D
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
+18 STR. NO. ST-1
FLARED END SECTION
T.C. = 828.47
INV. IN: 12" 827.22 (N)
+32 STR. NO. ST-2
ST. INLET
T.C. = 831.59
INV. IN: 12" 827.77 (NW)
INV. OUT: 12" 827.68 (S)
+91 STR. NO. ST-3
ST. INLET
T.C. = 830.94
INV. OUT: 12" 828.00 (SE)
LINE ST-2
800
805
810
815
820
825
830
835
840
845
850
800
805
810
815
820
825
830
835
840
845
850
9+50 10+00 834.79834.7910+50 832.46832.4611+00 819.30819.3011+50 12+00
+73 STR. NO. ST-6
FLARED END SECTION
T.C. = 827.97
INV. IN: 12" 826.72 (W)
+45 STR. NO. ST-5
48" MANHOLE
WITH RS-48 STORMRAX GRATE
T.C. = 831.00
INV. IN: 8" 827.32 (W)
INV. OUT: 12" 827.00 (E)
+31 STR. NO. ST-4
FLARED END SECTION
T.C. = 828.49
INV. OUT: 8" 827.50 (E)
EXISTING GRADE
PROPOSED GRADE
27 LFT. OF 12" PIPE @ 0.99% REQ'D
12 LFT. OF 8" PIPE @ 1.25% REQ'D
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\04-Plan and Profiles\FILE...............3943 Drive Profile.dwgDIMSCALE..40 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:31pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
STORM SEWER
PLAN AND PROFILE
13
1"=40'
1"=10'
04/14/22
EX
S
T
.
BAR
N
15' SIDE Y
A
R
D
S
E
T
B
A
C
K
40
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F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
837
.
0
8
825
.
0
0
BO
W
825
.
7
5
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825
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5
8
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0
823
.
2
5
835
.
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0
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0
824
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0
0
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.
75
822
.
7
5
825.
2
5
825.7
5TOS
825.1
7
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18
821
.
5
8
821
.
0
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W
838.4
2
825
.
2
5
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825
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7
5
837.0
0
BO
W
DN
DN
DN
841
.
3
3
TOW
830
835
831
832
83
2
832
833
834
836
837
838
839
8
2
0
8
20820
820
8
2
5
830
835
840
819 819819819
821
822
823
8
2
4
8
26
827828829831
832
833
834
8 36
837
838839
841
825
821
822 823
824
826
827 828 829
LAUREL RIDGE HOMEOWNERS ASSOCIATION, INC.BHARAT PATEL & ANJU PATEL
10155 DITCH ROAD2+002+4813+00830 83
0
8
3
0
8
3
1
83183
2
8328338
3
3
83382982882610+0011+0012+0048" EX. SAN MH
RIM: 831.03
INV. IN: 8" HDPE 815.83 (SE)
INV. IN: 10" HDPE 814.93 (SW)
INV. OUT: 10" HDPE 814.8 (N)
LINE SAN-1
835840
845830
45 DEGREE BEND
N: 131015.07
E: 736137.57
45 DEGREE BEND
N: 131016.75
E: 736135.32
+28 STR. NO. SAN 01
48" SAN MH
N: 131038.12
E: 736131.22
UTILITY EASEMENTEXISITNGSANITARYEASEMENTLINE SAN-1
805
810
815
820
825
830
835
840
845
850
805
810
815
820
825
830
835
840
845
850
10+00 830.62830.6210+50 828.69828.6911+00 829.45829.4511+50 833.97833.9712+00 835.15835.1512+50833.53833.5313+00 13+15
224 LFT. OF 8" PIPE @ 0.45% REQ'D
INV. 820.00
PROPOSED GRADE
EXISTING GRADE
+28 STR. NO. SAN 01
48" SAN MH
T.C. = 824.32
INV. IN: 6" 816.96 (E)
INV. IN: 6" 816.96 (SE)
INV. IN: 6" 816.96 (S)
INV. OUT: 8" 816.86 (NW)
48" EX. SAN MH
RIM: 831.03
INV. IN: 8" HDPE 815.83 (SE)
INV. IN: 10" HDPE 814.93 (SW)
INV. OUT: 10" HDPE 814.8 (N)DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\04-Plan and Profiles\FILE...............3943 Drive Profile.dwgDIMSCALE..40 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:32pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
SANITARY SEWER
PLAN AND PROFILE
14
1"=40'
1"=10'
04/14/22
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\06-Details\FILE...............3943 Details.dwgDIMSCALE..40 LTSCALE....20PLOTTED BY..JMoweryDATE.............Dec 04,2019 - 12:32pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA12/03/2019
15
18-3943
N/A
N/A
PLANS NOTFORCONSTRUCTIONBASH
VSE
VSE
BASH
DETAILS 15
N/A
N/A
04/14/22