HomeMy WebLinkAboutBedford Falls of Carmel Full Set146TH STREET
VAR. WIDTH ROW
LOT 64
OWNER: DENISE M.
BRAGG
LOT 147
LOT 148
LOT 149
LOT 150LOT 13OWNER:CHRISTOPHER S. &SEEMA M. MERNITZLOT 10OWNER: MICHELE L. &FERNANDO MORALESBLOCK COWNER: WESTCHASE HOA, INC.BLOCK B OWNER:WESTCHASE HOA, INC.WESTCHASE SUBDIVISIONINSTRUMENT NO. 200000051957LOT 12OWNER: JEFFREY K. &EVA M. TOMLINSONLOT 11OWNER: CRAIG B. & KELLY J.ROBBINSLOT 9
OWNER: JEFFREY P. & HEATHER
L. KECK
LOT 8
OWNER: DAVID P. & KRISTAN E.
LINTON
LOT 65
OWNER: NEIL A. & LYNN K.
ZLATNISKI
LOT 66
OWNER: GANI, HABIBULLA &
YASMIN HAJIRA MOHAMED
LOT 67
OWNER: ROBERT A. & LISA M.
KNAPP
LOT 68
OWNER: RAYMOND E. & ANDREA
MULLER
LOT 146
OWNER: MICHELLE R. & CHAD
E. MOORE
LOT 151
OWNER: CHRISTIAN E. & SARA J.
GRETHLEIN
LOT 165
OWNER: TODD J. DARLAND &
TRACY R. WEGMAN-DARLAND
LOT 152
OWNER: RONALD J. & JUDITH A.
HANSON
LOT 153
OWNER: TOMMY TATPONG LUK &
SHIRLEY M. CAPPAS
WARRANTY DEED
BOARD OF COMMISSIONERS
OF HAMILTON COUNTY
INSTRUMENT NO. 2013066530
BLOCK DOWNER: WESTCHASE HOA, INC.BIRDSONG LANE
146TH
STREET
QUAIL POINT D
R
I
VE
POND 1
26
1
7
8
9 11
12
10
13
28
27
24
25
23
16
17
18
14
3
2
5
4
29
30
31
32
33
34
1920 22
6
21
15BEDFORDFALLS DR
.GOWER DRIVE
BIRDSONG
LANEMITCHEL LANEBEDFORDFALLS DRIVEC.A. A
C.A. A
C.A.
B
C.A. A
C.A. C
C.A. C C001 Title SheetC001TITLE SHEETW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMELNO SCALE
PROJECT LOCATION
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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) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION
WITH ALL RESPECTIVE UTILITIES.
4) ALL QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5) 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.
6) EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE A TRENCH SAFETY SYSTEM
DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER.
7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
9) THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO
NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
11) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONFIRM THAT ALL LANDSCAPE
REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS.
12) A PORTION OF THE SITE DOES LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN
PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0206G, DATED NOVEMBER 19, 2014.
13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS & PLAT FOR EXACT INFORMATION.
14) THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH
AND WILDLIFE SERVICE; NOBLESVILLE, INDIANA, NATIONAL WETLANDS INVENTORY MAP.
15) ALL WATER MAINS, HYDRANTS, AND WATER VALVES SHALL BE INSPECTED AND SHALL COMPLY WITH
BACKFILL, BEDDING, AND THRUST BLOCK REQUIREMENTS PER CITY OF CARMEL DETAIL SHEETS.
SITE MAP
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CITY OF CARMEL ENGINEERING
ONE CIVIC SQUARE
CARMEL, IN 46032
ALEX JORDAN
317-571-2441
TRI-COUNTY REGIONAL SEWER UTILITY
7236 MAYFLOWER PARK DR.
ZIONSVILLE, IN 46077
RYAN HARTMAN
317-844-9200
HAMILTON COUNTY SURVEYOR'S OFFICE
ONE HAMILTON SQUARE, SUITE 188
HAMILTON COUNTY JUDICIAL CENTER
NOBLESVILLE, IN 46060
317-776-8495
SAM CLARK
CITY OF CARMEL STREET DEPARTMENT
3400 W. 131ST STREET
CARMEL, IN 46074
ERIC RUSSELL
317-733-1204
CARMEL UTILITIES - WATER
760 3RD AVENUE S.W.
CARMEL, IN 46032
JOHN DUFFY
317-571-2443
CITY OF CARMEL PLANNING/ZONING DEPTARTMENT
1 CIVIC SQUARE
CARMEL, IN 46032
ALEXIA LOPEZ
317-571-2417
SPECTRUM
3030 ROOSEVELT AVENUE
INDIANAPOLIS, IN 46218
STEVE CREECH
317-429-6691
CITY OF CARMEL FIRE DEPARTMENT
10701 N. COLLEGE AVENUE
INDIANAPOLIS, IN 46280
CHRIS ELLISON
317-571-2600
CITY OF CARMEL CONSULTING ENGINEER
CROSSROAD ENGINEERS
3417 S. SHERMAN DR.
BEECH GROVE, IN 46107
WILLIE HALL
317-780-1555
VECTREN ENERGY
P.O. BOX 1700
NOBLESVILLE, IN 46061
CHAD MILLER
317-776-5590
DUKE ENERGY
16475 SOUTHPARK DRIVE
WESTFIELD, IN 46074
JESSI HERRINGTON
317-896-6725
OPERATING AUTHORITIES
NO SCALE
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SITE LOCATION MAP
NO SCALE
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SEE SHEET C202 FOR SOIL DEFINITIONS.
LATITUDE: 39°56'21" N, LONGITUDE: 86°09'45" W
947 W. 146TH STREET
CARMEL, IN
PLANS PREPARED BY
WEIHE ENGINEERS
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
CONTACT PERSON: DUANE SHARRER
EMAIL: SHARRERD@WEIHE.NET
PLANS PREPARED FOR
LESS IMPACT DEVELOPMENT
8910 PURDUE ROAD, SUITE 425
INDIANAPOLIS, INDIANA 46268
TELEPHONE: (317) 816-1230
CONTACT PERSON: SCOTT SCHUTZ
EMAIL: SCOTT@EQUITEAMLLC.COM
CONSTRUCTION PLANS FOR
BEDFORD FALLS OF CARMEL
SCALE: 1"=100'
SOILS MAP
AREA LOCATION MAP
Know what'sbelow.
before you dig.Call
R
10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: C:\Users\hansenb\appdata\local\temp\AcPublish_32748\C001 Title Sheet.dwgLAYOUT: C001DATE/TIME: August 31, 2022 - 10:46amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE
EAST HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF
146TH STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF
146TH STREET
ELEV. 893.54' (NAVD 88)
Sheet List Table
Sheet Number Sheet Title
C001 TITLE SHEET
1-2 ALTA SURVEY BY OTHERS
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C200 STORMWATER POLLUTION PREVENTION PLAN PHASE I
C201 STORMWATER POLLUTION PREVENTION PLAN PHASE II
C202-C204 SWPPP SPECIFICATIONS & DETAILS
C300 DEVELOPMENT PLAN
C301 EMERGENCY FLOOD ROUTE PLAN
C400-C402 STREET PLAN & PROFILE
C403 INTERSECTION DETAIL
C404 ENTRANCE PLAN
C405 MAINTENANCE OF TRAFFIC PLAN
C406 SIGN & SSD PLAN
C407-C408 STREET DETAILS
C500-C501 SANITARY PLAN & PROFILE
C502-C503 SANITARY SPECIFICATIONS & DETAILS
C600-C604 STORM PLAN & PROFILE
C605-C606 STORM DETAILS
C700 WATER PLAN
C701 WATER SPECIFICATIONS & DETAILS
L100 LANDSCAPE PLAN
L110 LANDSCAPE DETAILS
PZ-2022-00027
LAND DESCRIPTION
PART OF THE NORTH HALF OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN,
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT ON THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE
SOUTH 00 DEGREES 22 MINUTES 12 SECONDS WEST ON AND ALONG THE EAST LINE OF SAID NORTHWEST QUARTER
SECTION 90.00 FEET TO A CAPPED REBAR LABELED “BOUNDARY PROS”, SAID POINT BEING THE POINT OF BEGINNING OF
THIS DESCRIPTION; THENCE SOUTH 86 DEGREES 05 MINUTES 40 SECONDS EAST 126.21 FEET; THENCE NORTH 89
DEGREES 21 MINUTES 41 SECONDS EAST 286.52 FEET TO A POINT ON THE WEST LINE OF THE BALLENTRAE SUBDIVISION
AS DESCRIBED IN INSTRUMENT NO. 200400034497; THENCE CONTINUING ALONG SAID WEST LINE SOUTH 00 DEGREES 21
MINUTES 56 SECONDS WEST 394.98 FEET TO A POINT ON THE NORTH LINE OF LOT 153 IN THE PONDS WEST SECTION 6
SUBDIVISION AS DESCRIBED IN INSTRUMENT NO. 9451187; THENCE CONTINUING ALONG SAID LOT LINE SOUTH 89
DEGREES 21 MINUTES 41 SECONDS WEST 412.50 FEET TO THE NORTHWEST CORNER OF LOT 165 IN THE PONDS WEST
SECTION 6; THENCE SOUTH 00 DEGREES 21 MINUTES 56 SECONDS WEST 530.24 FEET TO THE NORTHWEST CORNER OF
LOT 68 IN THE KINGSBOUROUGH SUBDIVISION AS DESCRIBED IN INSTRUMENT NO. 99009914628; THENCE CONTINUING
ALONG THE NORTH LINE OF SAID KINGSBOUROUGH SUBDIVISION SOUTH 89 DEGREES 21 MINUTES 22 SECONDS WEST
598.69 FEET TO THE SOUTHEAST CORNER OF LOT 8 IN THE WESTCHASE SUBDIVISIONS AS DESCRIBED IN INSTRUMENT
NO. 200000051957; THENCE CONTINUING ALONG THE EAST LINE OF SAID WESTCHASE SUBDIVISION NORTH 00 DEGREES
46 MINUTES 40 SECONDS WEST 940.08 FEET TO A RIGHT-OF-WAY MONUMENT FOUND AT THE SOUTH LINE OF
RIGHT-OF-WAY AS DESCRIBED IN INSTRUMENT NO. 2013066531; THENCE CONTINUING NORTH 89 DEGREES 21 MINUTES
23 SECONDS EAST 518.18 FEET; THENCE SOUTH 87 DEGREES 45 MINUTES 26 SECONDS EAST 99.30 FEET TO THE POINT
OF BEGINNING CONTAINING 16.87 ACRES, MORE OR LESS.
SETBACKS (PUD - BEDFORD FALLS Z-667-21)
FRONT YARD: 20'
REAR YARD: 15'
SIDE YARD: 5' (15' AGGREGATE MIN.)
LOT COVERAGE: 50% MAX.
DISTURBED ACREAGE: 16.69
ANTICIPATED CONSTRUCTION START DATE: JUNE 1, 2022
11/07/22
W W W W
W W W EG G G G G G G G G G G G G G G G G G GOHU OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU OHUEEEREMOVE 15" CMP
146TH STREET
VAR. WIDTH ROW
W W W W
W
W W W W W W W W W WPARKHURSTDRIVE
E
EEELOT 64
OWNER: DENISE M.
BRAGGLOT 13OWNER:CHRISTOPHER S. &SEEMA M. MERNITZLOT 10OWNER: MICHELE L. &FERNANDO MORALESBLOCK COWNER: WESTCHASE HOA, INC.BLOCK B OWNER:
WESTCHASE HOA, INC.WESTCHASE SUBDIVISIONINSTRUMENT NO. 200000051957PONDS WEST - SECTION 5INSTRUMENT NO. 9451186PONDS WEST - SECTILOT 12OWNER: JEFFREY K. &EVA M. TOMLINSONLOT 11OWNER: CRAIG B. & KELLY J.ROBBINSLOT 9
OWNER: JEFFREY P. & HEATHER
L. KECK
LOT 8
OWNER: DAVID P. & KRISTAN E.
LINTON
LOT 7
OWNER: HAI FENG & ZHI
XU
LOT 65
OWNER: NEIL A. & LYNN K.
ZLATNISKI
LOT 66
OWNER: GANI, HABIBULLA &
YASMIN HAJIRA MOHAMED
LOT 67
OWNER: ROBERT A. & LISA M.
KNAPP
LOT 68
OWNER: RAYMOND E. & ANDREA
MULLER
LOT 146
OWNER: MICHELLE R. & CHAD
E. MOORE
LOT 151
OWNER: CHRISTIAN E. & SARA J.
GRETHLEIN
LOT 165
OWNER: TODD J. DARLAND &
TRACY R. WEGMAN-DARLAND
BLOCK DOWNER: WESTCHASE HOA, INC.BIRDSONG LANE
146TH
STREET W W
W W W W
G G G G G
G WOHU OHU OHU OHU
LOT 152
OWNER: RONALD J. & JUDITH A.
HANSON
WARRANTY DEED
BOARD OF COMMISSIONERS
OF HAMILTON COUNTY
INSTRUMENT NO. 2013066530
BALLANTRAE SUBDIVISIONINSTRUMENT NO. 200400034497BFE 886.8
BFE 886.9
BFE 886.7
BFE 886.5
BFE 886.3
BFE 886.2ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
Know what'sbelow.
before you dig.Call
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GENERAL DEMOLITION NOTES:
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
LOCATIONS OF ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE
OF WORK.
2. LOCATIONS OF UTILITIES NOTED TO BE REMOVED ARE APPROXIMATE
AND SHALL BE RELOCATED, CAPPED AND/OR ABANDONED PRIOR TO
CONSTRUCTION.
3. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL ARE THE
PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFFSITE.
4. THE CONTRACTOR SHALL OBTAIN ALL DEMOLITION PERMITS REQUIRED
BY LOCAL AND STATE AGENCIES.
5. THE CONTRACTOR SHALL REMOVE ALL EXISTING FENCES LOCATED
INTERNALLY ON SITE. PERIMETER FENCES TO REMAIN EXCEPT WHERE
INDICATED BY OWNER.
6. THE CONTRACTOR SHALL MAINTAIN STREETS FREE AND CLEAR OF
SEDIMENT AND DEBRIS.
7. ANY SEPTIC SYSTEM COMPONENTS FOUND ON SITE ARE TO BE
REMOVED COMPLETELY IN ACCORDANCE WITH HAMILTON COUNTY
HEALTH DEPARTMENT REQUIREMENTS.
8. ANY WATER WELLS FOUND ON SITE ARE TO BE CLOSED IN
ACCORDANCE WITH THE HAMILTON COUNTY HEALTH DEPARTMENT
REQUIREMENTS.
9. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED
TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
10. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND
BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE
OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS
NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THE
PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY
OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE
ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE
STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.
11. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED
TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START
OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE
RIGHT-OF-WAY.
12. ACCESS TO EX 402 TO BE ABANDONED. REMOVE FRAME AND SOLID
LID. REMOVE RISER RING(S). REPLACE FRAME AND SOLID LID.
BACKFILL WITH COMPACTED #53 STONE TO SUBGRADE ELEVATION.
EXTEND COMPACTED SUBGRADE STONE OVER STRUCTURE TO
PREPARE FOR PAVING.
13. REMOVE CASTING, CAP INLET AT OR CLOSE TO SUBGRADE IN A
MANNER ACCEPTABLE TO THE HIGHWAY DEPARTMENT
HARRISON MONUMENT FOUND
REBAR FOUND
PK OR MAG NAIL FOUND
STONE FOUND
BENCH MARK
TEMPORARY BENCH MARK
OTHER MONUMENT
GUY ANCHOR
UTILITY POLE
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS PEDESTAL
UNDERGROUND GAS
UNDERGROUND WATER
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
VINYL PICKET FENCE
BOUNDARY LINE
FLOW LINE
FIRE HYDRANT
WATER METER
WATER VALVE
GAS METER
GAS VALVE
MAIL BOX
POST
BEEHIVE INLET
G G
W W
C C
OHU
MEASURED DIMENSION
DEED DIMENSION
MARION COUNTY SURVEYOR'S OFFICE
CORRUGATED METAL PIPE
REINFORCED CONCRETE PIPE
POLYVINYL CHLORIDE PIPE
(M)
(D)
MCSO
CMP
RCP
PVC
SECTION LINE
FARM FENCE
FIBER OPTIC MARKER
STORM SEWER
INV INVERT
LEGEND:
ASPHALT
CONCRETE (CONC)
MAG NAIL WITH WASHER
STAMPED "WEIHE ENGR. 0012" SET
5/8" Ø REBAR WITH YELLOW
PLASTIC CAP STAMPED
"WEIHE ENGR. 0012" SET
MIXED OR UNIDENTIFIED
OVERHEAD UTILITY
UNDERGROUND
COMMUNICATIONS
RESIDENTIAL ON-SITE SEWAGE SYSTEM RULE 410 IAC 6-8.3 PER
INDIANA STATE DEPARTMENT OF HEALTH
410 IAC 6-8.3-90 ABANDONMENT OF AN ON-SITE SEWAGE SYSTEM SEC. 90.
A. WHEN THE USE OF AN ON-SITE SEWAGE SYSTEM IS DISCONTINUED, THE FOLLOWING PROCEDURE MUST BE FOLLOWED FOR
ALL TANKS AND ELECTRICAL SERVICE:
(1) ELECTRICAL POWER MUST BE DISCONNECTED AT THE SOURCE. ALL CONTROLS AND PANELS MUST BE REMOVED.
(2) ALL ABOVE GROUND ELECTRICAL LINES THAT WILL NOT BE USED FOR OTHER PURPOSES MUST BE REMOVED.
(3) A LICENSED SEPTIC TANK CLEANER MUST PUMP ALL CONTENTS FROM ALL TANKS IN THE ON-SITE SEWAGE SYSTEM.
(4) THE TANKS MUST EITHER BE: (A) REMOVED OR THE LIDS CRUSHED INTO THE TANKS AND THE HOLES OR TANKS
BACKFILLED WITH DEBRIS-FREE SAND OR OTHER GRANULAR MATERIAL, CONCRETE, OR SOIL MATERIAL THAT IS
COMPACTED TO PREVENT SETTLING. (IF A SAND MOUND IS BEING ABANDONED, SAND, AGGREGATE AND SOIL COVER
FROM THE SAND MOUND MAY BE USED FOR FILLING THE TANK OR TANKS); OR (B) FILLED WITH FLOWABLE FILL.
(5) PROPERLY GRADE AND ESTABLISH VEGETATIVE COVER.
B. THE COMPONENTS OF THE SOIL ABSORPTION SYSTEM MAY BE LEFT INTACT, IF THERE ARE NO PLANS TO USE THE AREA FOR
OTHER PURPOSES. VEGETATIVE COVER MUST BE MAINTAINED.
C. IF EFFLUENT HAS SURFACED, THOSE AREAS MUST BE COVERED WITH HYDRATED LIME FOLLOWED BY TOP SOIL AND A
VEGETATIVE COVER.
D. IF COMPONENTS OF THE SOIL ABSORPTION SYSTEM ARE TO BE REMOVED, THE FOLLOWING PROCEDURE MUST BE USED:
(1) A LICENSED SEPTIC TANK CLEANER MUST PUMP ALL CONTENTS FROM ALL DISTRIBUTION BOXES IN THE ON-SITE
SEWAGE SYSTEM.
(2) ALLOW SUFFICIENT TIME AFTER THE ON-SITE SEWAGE SYSTEM IS TAKEN OUT OF SERVICE AND THE TANKS PUMPED TO
MAKE SURE THE ENTIRE SOIL ABSORPTION SYSTEM IS COMPLETELY DRY.
(3) A CONTRACTOR MUST REMOVE THE DISTRIBUTION NETWORK, AGGREGATE, AND SAND (IF ANY) FROM THE SITE.
(4) THE CONTRACTOR MUST DISPOSE OF THE MATERIALS AT A LICENSED LANDFILL.
(5) THE SITE MUST BE PROPERLY GRADED AND A VEGETATIVE COVER ESTABLISHED.
E. WRITTEN DOCUMENTATION OF TANK ABANDONMENT MUST BE PROVIDED TO THE LOCAL HEALTH DEPARTMENT BY THE
DEVELOPER IN THE FORM OF A RECEIPT FROM THE CONTRACTOR.
GENERAL NOTES:
1. BASED UPON A SCALED INTERPRETATION OF THE FLOOD INSURANCE RATE MAPS, PANEL 136 AND 145 OF 352, MAP NO.
18081C0126D AND 18081C0145D FOR JOHNSON COUNTY, INDIANA DATED AUGUST 02, 2007, THE WITHIN DESCRIBED REAL
ESTATE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA INUNDATED BY A 1% ANNUAL CHANCE FLOOD (100-YEAR
FLOOD) AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD INSURANCE
PROGRAM. THE WITHIN DESCRIBED REAL ESTATE IS LOCATED WITHIN (UNSHADED) ZONE X (AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), FLOOD PLAIN CERTIFICATION IS RESTRICTED TO A REVIEW OF THE
FLOOD INSURANCE RATE MAPS (FIRM), AND SHALL NOT BE CONSTRUED AS A CONFIRMATION OR DENIAL OF FLOODING
POTENTIAL.
2. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND/OR MARKS MADE UPON THE GROUND BY
INDIANA UNDERGROUND PLANT PROTECTION SERVICE AND BAKER UTILITY PARTNERS, A PRIVATE UTILITY LOCATOR) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF
SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
OF PLANNED IMPROVEMENTS ON OR NEAR THE PROPERTY.
3. BOUNDARY LINES SHOWN HEREON ARE BASED FROM A LAND TITLE SURVEY PREPARED BY BOUNDARY PROS LAND
SURVEYING UNDER PROJECT NO. 20-180, DATED OCTOBER 26, 2020 AND ARE SHOWN FOR REFERENCE ONLY. NO
VERIFICATION OF THE ACCURACY OF SAID DRAWING WAS CONDUCTED AS PART OF THIS PROJECT
4. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY WEIHE ENGINEERS DATED SEPTEMBER 2, 2021.C100 Demo PlanC100EXISTING CONDITIONS & DEMOLITION PLANW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9abcd 8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C100 Demo Plan.dwgLAYOUT: C100DATE/TIME: August 31, 2022 - 10:46amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
DISTURBED ACREAGE =
16.69 ± AC.
TREE PRESERVATION FENCE
FLOODWAY LIMITS
100 YR FLOODPLAIN LIMITS
FLOODWAY / FLOODPLAIN
TEMPORARY SWALE
11/07/22
W W W EG G G G G G G G G G G G G G G G GGOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
VAR. WIDTH ROW
W W W W
W
W W W W W W W W W W
LOT 64
OWNER: DENISE M.
BRAGGLOT 13OWNER:CHRISTOPHER S. &SEEMA M. MERNITZLOT 10OWNER: MICHELE L. &FERNANDO MORALESBLOCK COWNER: WESTCHASE HOA, INC.BLOCK B OWNER:
WESTCHASE HOA, INC.
KINGSBOROUGH - SECTION 3
INSTRUMENT NO. 9909914628WESTCHASE SUBDIVISIONINSTRUMENT NO. 200000051957PONDS WEST - SECTION 5INSTRUMENT NO. 9451186LOT 12OWNER: JEFFREY K. &EVA M. TOMLINSONLOT 11OWNER: CRAIG B. & KELLY J.ROBBINSLOT 9
OWNER: JEFFREY P. & HEATHER
L. KECK
LOT 8
OWNER: DAVID P. & KRISTAN E.
LINTON
LOT 7
OWNER: HAI FENG & ZHI
XU
LOT 65
OWNER: NEIL A. & LYNN K.
ZLATNISKI
LOT 66
OWNER: GANI, HABIBULLA &
YASMIN HAJIRA MOHAMED
LOT 67
OWNER: ROBERT A. & LISA M.
KNAPP
LOT 68
OWNER: RAYMOND E. & ANDREA
MULLER
OWNER:
LOT 146
OWNER: MICHELLE R. & CHAD
E. MOORE
LOT 151
OWNER: CHRISTIAN E. &
GRETHLEIN
LOT
OWNER: TODD
TRACY R. WEGMA
BLOCK DOWNER: WESTCHASE HOA, INC.BIRDSONG LANE
STREET
SF SFSFSFSFSFSFIPIPIP IP IP IP
SFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFDDDDD
D
DDDDDDDDDDDDDDDDDDDDDD D D D D D D D D DDDDDDDDD D D D DDDDDDDD DDDDDD DDDDDDDDDDDDDDDDDDDDDD
SFSFSFSFW W W
W W W W
G G G G G G
G WOHU OHU OHU OHU OHU
LOT 165
LOT 152
OWNER: RONALD J. & JUDITH A.
WARRANTY DEED
BOARD OF COMMISSIONERS
OF HAMILTON COUNTY
INSTRUMENT NO. 2013066530
BALLANTRAE SUBDIVISIONINSTRUMENT NO. 200400034497BFE 886.8
BFE 886.9
BFE 886.7
BFE 886.5
BFE 886.3
886.2ZONE AE
ZONE AE
ZONE AE
ZONE AE
SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFD D D D D D DDDDDDDDDDDDDDDDDDKnow what'sbelow.
before you dig.Call
R
W
S
N
E
DISTURBED ACREAGE =
16.69 ± AC.
NOTES:
1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
2. THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED
BEFORE SOIL STRIPPING AND PAD CONSTRUCTION IS TAKING
PLACE. COORDINATE WITH SOIL CONSERVATION DISTRICT
REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO
SITE CONDITIONS.
3. THIS PLAN IS TO BE USED FOR STORMWATER POLLUTION
PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION
SEE SITE CONSTRUCTION PLANS AND DETAILS.
4. ALL DISTURBED AREAS THAT WILL BE POTENTIALLY IDLE FOR 15
DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC)
IMMEDIATELY.
5. NO EARTHMOVING MAY TAKE PLACE WITHOUT AN APPROVED
STORMWATER POLLUTION PREVENTION PLAN.
6. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES
MAY BE REQUIRED IN THE FIELD BY THE MS4 REPRESENTATIVE.
7. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN
THE STREETS.
8. SILT FENCE SHALL BE PLACED AS SHOWN ON THE PLANS PRIOR
TO ANY EARTHWORK.
9. ALL WORK WITHIN THE RIGHT-OF-WAY SHALL MEET CURRENT
LOCAL CONSTRUCTION STANDARDS.
10. THE CONTRACTOR SHALL PROTECT EXISTING RIGHT-OF-WAY
INFRASTRUCTURE AND BE RESPONSIBLE FOR RESTORATION AS
NECESSARY.
11. THE CITY OF CARMEL IS THE REVIEW AUTHORITY FOR THE
EROSION CONTROL ACTIVITIES REQUIRING CONTACT,
PRE-CONSTRUCTION MEETING INVITATION, SELF-MONITORING
REPORT DELIVERY TO THEIR MS4 REPRESENTATIVE.
12. NOTICE OF THE SCHEDULED DATE FOR COMPLETION OF
CONSTRUCTION SHALL BE PROVIDED TO THE MS4
REPRESENTATIVE AT LEAST SEVENTY TWO (72) HOURS PRIOR TO
COMPLETION. THE CONTRACTOR OR OWNER WILL SCHEDULE THE
FINAL INSPECTION; THE STORM DRAIN AND SITE GRADING
PERFORMANCE SURETIES WILL BE RELEASED AFTER SUBMITTAL
AND APPROVAL
13. APPROXIMATE CONSTRUCTION SCHEDULE:
START DATE: June 1, 2022
COMPLETION DATE: June 1, 2027
RECEIVING WATERS = Williams Creek
14. LATITUDE = 39° 59' 54" N, LONGITUDE = 86° 10' 28" W
15. HYDROLOGIC UNIT CODE: 05120201090060
16. PERSON IN CHARGE OF SWPPP IMPLEMENTATION:
LESS IMPACT DEVELOPMENT
8910 PURDUE ROAD, SUITE 425
INDIANAPOLIS, INDIANA 46268
TELEPHONE: (317) 816-1230
CONTACT PERSON: SCOTT SCHUTZ
EMAIL: SCOTT@EQUITEAMLLC.COM
LEGEND
PHASE I
EROSION CONTROL
(BEFORE MAJOR
EARTHWORK)
PRE CONSTRUCTION ACTIVITIES
1. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS,
INC. (“HOLEY MOLEY”) AT 811 TWO WORKING DAYS BEFORE
CONSTRUCTION BEGINS TO CHECK THE LOCATIONS OF ANY
EXISTING UTILITIES.
2. CONTACT THE MS4 STORMWATER DEPARTMENT INSPECTOR TO
SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 3 WORKING
DAYS PRIOR TO THE START OF CONSTRUCTION.
3. CONTACT IDEM AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
4. INSTALL SILT FENCE AT THE EDGES OF THE PROJECT SITE WHERE
THERE IS POTENTIAL FOR ANY STORMWATER RUNOFF AS DENOTED
ON THE STORMWATER POLLUTION PREVENTION PLAN. POTENTIAL
AREAS ARE IDENTIFIED BASED ON EXISTING TOPOGRAPHY AROUND
THE PERIMETER OF THE SITE.
5. INSTALL INLET PROTECTION ON ALL EXISTING STORM SEWER
STRUCTURES WITHIN THE CONSTRUCTION LIMITS OF THE PROJECT
AS INDICATED ON THE PLANS.
6. EVALUATE, MARK AND PROTECT IMPORTANT TREES AND
ASSOCIATED ROOT ZONES. EVALUATE EXISTING VEGETATION
SUITABLE FOR USE AS FILTER STRIPS ALONG THE PERIMETER OF
THE SITE.
7. INSTALL CONSTRUCTION ENTRANCE IN THE LOCATION SHOWN ON
THE PLANS AND PER SPECIFICATIONS.
8. ESTABLISH CONSTRUCTION STAGING AREA FOR EQUIPMENT AND
VEHICLES AS FAR FROM DETENTION PONDS AND SWALES AS
POSSIBLE.
9. INSTALL TRASH DUMPSTER, CONCRETE WASHOUT AREA AND PLACE
PORT-O-LET AS INDICATED ON THE PLANS.
10.ESTABLISH ONSITE LOCATION FOR OWNER/CONTRACTOR
PLACEMENT OF APPROVED PLANS, RULE 5 NOI AND RULE 5
INSPECTION DOCUMENTS.
11.CONTACT THE MS4 REPRESENTATIVE TO CONDUCT INITIAL
EROSION INSPECTION BEFORE MASS EARTHWORK.
CONSTRUCTION SEQUENCING
THE PURPOSE OF STAGING CONSTRUCTION DURING THE PROJECT IS
TO LIMIT THE AMOUNT OF GROUND DISTURBED AT ANY GIVEN TIME
AND TO PREVENT SEDIMENT FROM LEAVING THE SITE. THE
FOLLOWING SEQUENCE OF CONSTRUCTION SHOULD BE FOLLOWED AS
MUCH AS POSSIBLE. ANY DEWATERING REQUIRED DURING
CONSTRUCTION OF THIS PROJECT SHALL BE DONE THROUGH A
“DANDY” DEWATERING BAG OR APPROVED EQUAL. DO NOT PLACE
DEWATERING BAG WITHIN 50 FEET OF A SWALE, DITCH OR CREEK.
1. CLEAR AND STRIP AT POND OUTLET AREAS.
2. INSTALL POND OUTLETS.
3. INSTALL POND MOUNDING AT DOWNSTREAM LOCATIONS STARTING
AT DOWNSLOPE SIDES.
4. CONSTRUCT PONDS.
5. CONTINUE SITE CLEARING.
6. STRIP TOPSOIL OR SOIL CONTAINING VEGETATION AND ROOT
FIBERS FROM STREET AND BUILDING PAD AREAS AND PLACE IN
TOPSOIL STOCKPILE AREA AS NOTED ON THE PLANS.
7. COMPLETE ALL MASS GRADING REQUIRED TO PREPARE ROADS,
BUILDING SUBGRADES AND PADS. IF LIME OR OTHER SOLID
ADDITIVES WILL BE USED TO STABILIZE THE STREET SUBGRADE,
APPLY BEFORE ANY STORM SEWER INSTALLATION.
8. INSTALL ALL STORM SEWER SYSTEMS, SANITARY SEWER SYSTEMS,
WATER DISTRIBUTION SYSTEMS AND OTHER UTILITIES. INSTALL ALL
INLET PROTECTION AS EACH INLET IS COMPLETED AS SHOWN ON
THE PLANS AND THE DETAIL SHEETS.
9. COMPLETE GRADING FOR ALL BUILDING AREAS AND ROAD
SUBGRADES AS SHOWN ON THE PLANS.
10. INSTALL CURBING, AND PAVE ALL ROADS
11.INSTALL TEMPORARY SEEDING IN ALL GRADED AREAS THAT WILL
NOT BE DISTURBED FOR 14 DAYS OR MORE. POND BANKS SHALL
RECEIVE PERMANENT SEED AND EROSION CONTROL BLANKET AS
SHOWN ON THE PLANS.
12.FINISH GRADE ALL SWALES. APPLY PERMANENT SEED AND
EROSION CONTROL BLANKETS AS SHOWN ON THE PLANS.
13.PREPARE SEED BED AND APPLY PERMANENT SEED IN ALL COMMON
AREAS AND EASEMENT AREAS AS DENOTED ON THE PLANS.
14.CLEAN AND MAINTAIN ALL INLET PROTECTION, SILT FENCE,
EROSION CONTROL BLANKETS, TEMPORARY SILTATION BASINS AND
TEMPORARY SEEDING AREAS UNTIL THE PROJECT IS COMPLETELY
BUILT OUT.
15.IF SEEDED AREAS DO NOT PRODUCE A MINIMUM OF 70 PERCENT
VEGETATIVE COVER, CONTRACTOR SHALL RE-SEED TO OBTAIN
ADEQUATE VEGETATIVE COVER FOR STABILIZATION OF THE SITE.
16.REMOVE ALL TEMPORARY EROSION CONTROL PRACTICES
INCLUDING SILT FENCE WHEN ENTIRE SITE HAS REACHED 70
PERCENT VEGETATIVE COVER.C200 SWPPP IC200STORMWATER POLLUTION PREVENTION PLAN PHASE IW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C200 SWPPP I.dwgLAYOUT: C200DATE/TIME: August 31, 2022 - 10:47amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
- CONSTRUCTION ENTRANCE
(8" OF #2 STONE ON NON-WOVEN GEOTEXTILE
FABRIC)
- STAGING AREA
(8" OF #2 STONE ON NON-WOVEN GEOTEXTILE
FABRIC)
- POSTING AREA - 4" PVC TUBE WITH END CAPS
ATTACHED TO PROJECT CONSTRUCTION SIGN TO
CONTAIN APPROVED CONSTRUCTION DRAWINGS
AND PERMITS FOR INSPECTORS.
- SHEET FLOW PROTECTION / SILT FENCE
- CONCRETE WASHOUT
- LIMITS OF CONSTRUCTION
- PROPOSED INLET PROTECTION (DANDY SACKS
AND WIRE SILT FENCES) FOR EXISTING
STRUCTURES REQUIRED. (SEE DETAILS ON SHEET
C207)
- ROCK CHECK DAM
- TREE PROTECTION FENCE
- TEMPORARY SWALE
IP
SF
D
11/07/22
W W
EG G G G G G G G G G G G G G G GGOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
VAR. WIDTH ROW
W W W W
W
W W W W W W W W W W
LOT 64
OWNER: DENISE M.
BRAGGLOT 13OWNER:CHRISTOPHER S. &SEEMA M. MERNITZLOT 10OWNER: MICHELE L. &FERNANDO MORALESBLOCK COWNER: WESTCHASE HOA, INC.BLOCK B OWNER:
WESTCHASE HOA, INC.
KINGSBOROUGH - SECTION 3
INSTRUMENT NO. 9909914628WESTCHASE SUBDIVISIONINSTRUMENT NO. 200000051957PONDS WEST - SECTION 5LOT 12OWNER: JEFFREY K. &EVA M. TOMLINSONLOT 11OWNER: CRAIG B. & KELLY J.ROBBINSLOT 9
OWNER: JEFFREY P. & HEATHER
L. KECK
LOT 8
OWNER: DAVID P. & KRISTAN E.
LINTON
LOT 7
OWNER: HAI FENG & ZHI
XU
LOT 65
OWNER: NEIL A. & LYNN K.
ZLATNISKI
LOT 66
OWNER: GANI, HABIBULLA &
YASMIN HAJIRA MOHAMED
LOT 67
OWNER: ROBERT A. & LISA M.
KNAPP
LOT 68
OWNER: RAYMOND E. & ANDREA
MULLER
LOT
OWNER: MICHEL
E. MOORE
OWNER:
OWNER:
TRAC
BLOCK DOWNER: WESTCHASE HOA, INC.BIRDSONG LANE
STREET
26
1
7
8
9 11
12
10
13
28
27
24
25
23
16
17
18
14
3
2
5
4
29
30
31
32
33
34
1920 22
6
21
15
W W W WWWWWWWWWWWWWWW
WWWWWW
W W W WWWWWWWWWWWWW W W W W WBEDFORDFALLS DR.GOWER DRIVE
BIRDSONG
LANEMITCHEL LANEBEDFORDFALLS DRIVE*
**
*
* *
*
*
* *
* *
*
*
* *
**
*
* SANSANSANSAN
C.A. A
C.A. A
C.A.
B
C.A. A
C.A. C
SAN
SAN
SAN
SAN
SAN
SANSANSANSAN
FMFMFMFMFMFMFM* * FMFMFMFMFMFMFMSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
IPIPIP IP IP IP
SFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFDDDDD
D
DDDDDDDDDDDDDDDDDDDDDD D D D D D D D D DDDDDDDDD D D D DDDDDDDD DDDDDD DDDDDDDDDDDDDDDDDDDDSFSFSFSFSFS
F
SF SF SF SF SF SF SF
SFSFSFSFIP IP
IP
IP IP IP
IP
IP
IP
IP
IP
IP
IP
IPIP IP IP IPIP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
W W W W
W W W W
G G G G G G G
G WOHU OHU OHU OHU OHU OHU
LOT 165
LOT 152
OWNER: RONALD J. & JUDITH A.
WARRANTY DEED
BOARD OF COMMISSIONERS
OF HAMILTON COUNTY
INSTRUMENT NO. 2013066530
BALLANTRAE SUBDIVISIONINSTRUMENT NO. 200400034497BFE 886.8
BFE 886.9
BFE 886.7
BFE 886.5
BFE 886.3
886.2ZONE AE
ZONE AE
ZONE AE
ZONE AE
POND 1
C.A. C
GUARDRAIL
SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFD D D D D D DDDDDDDDDDDDDDDDDDDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
F
SF SF
SF SFSFSFSF
SF
SF SFIP
*
Know what'sbelow.
before you dig.Call
R
W
S
N
E
PHASE II
EROSION CONTROL
(AFTER MAJOR
EARTHWORK)
LEGEND
*
SF
D
- INLET PROTECTION (DANDY SACKS AND WIRE
SILT FENCES) FOR PROPOSED STRUCTURES
(SEE TOWN OF CICERO STANDARD DETAILS)
- PROPOSED INLET PROTECTION (DANDY SACKS
AND WIRE SILT FENCES) FOR EXISTING
STRUCTURES REQUIRED. (SEE TOWN OF
CICERO STANDARD DETAILS)
- PERMANENT SEEDING (USE PLANTING CHART)
AT A MINIMUM, MULCH IS REQUIRED.
- EROSION CONTROL BLANKET (USE STAPLE
PATTERN N.A.G. S150.)
- TEMPORARY SEEDING
- NATIVE AQUATIC SHORELINE SEED MIX (SEE
LANDSCAPE PLAN)
- SHEET FLOW PROTECTION
- SWALE
- CONSTRUCTION LIMITS
- LOCATION WHERE STORMWATER LEAVES SITE
- STORMWATER QUALITY FEATURE
IP
IP
DISTURBED ACREAGE =
16.69 ± AC.
POST CONSTRUCTION
SEQUENCING
THE PURPOSE OF THE POST CONSTRUCTION PHASE IS TO IDENTIFY
AND MAINTAIN ALL POST CONSTRUCTION BEST MANAGEMENT
PRACTICE (BMP) STRUCTURES THUS REDUCING RUNOFF AND
CONTROLLING POLLUTANTS. THE FOLLOWING SEQUENCING SHOULD
BE FOLLOWED AS MUCH AS POSSIBLE.
1. DISTRIBUTE POST CONSTRUCTION BMP OPERATIONS AND
MAINTENANCE MANUAL (O&M MANUAL) TO OWNER AND HOME
OWNERS ASSOCIATION.THE O&M MANUAL IDENTIFIES AND LOCATES
THE BMP STRUCTURE FOR THE OWNER.
2. STORMWATER WET DETENTION POND BMP OWNERS MUST
ROUTINELY INSPECT BMP TO VERIFY THAT ALL BMP COMPONENTS
ARE FUNCTIONING AS DESIGNED AND ARE NOT IN DANGER OF
FAILING. ALL BMP NEED MAINTENANCE TO FUNCTION AS WATER
QUALITY ENHANCEMENTS. MAINTENANCE CAN RANGE FROM
DREDGING SEDIMENT OUT OF THE TREATMENT AREA TO MOWING
GRASS.
3. BMP OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF THE BMP
AND ANY COSTS ASSOCIATED WITH MAINTAINING THE BMP.
4. BMP OWNER SHALL KEEP THE BMP FREE FROM LITTER AND WOODY
GROWTH. REFER TO THE INSPECTION AND MAINTENANCE
GUIDELINES FOR FURTHER CLARIFICATION.
5. SEDIMENT THAT COLLECTS IN THE BMP SHALL BE REMOVED WHEN
IT ADVERSELY AFFECTS THE ABILITY OF THE BMP TO PERFORM AS
A WATER QUALITY CONTROL DEVICE. SEDIMENT SHALL BE
REMOVED FROM THE POND WHEN THE WATER DEPTH IS 8 FEET OR
LESS.C201 SWPPP IIC201STORMWATER POLLUTION PREVENTION PLAN PHASE IIW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C201 SWPPP II.dwgLAYOUT: C201DATE/TIME: August 31, 2022 - 10:47amPLOTTED BY: hansenbfhgEN G I N EER S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
NOTES:
1. THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED
BEFORE SOIL STRIPPING AND PAD CONSTRUCTION IS TAKING
PLACE. COORDINATE WITH SOIL CONSERVATION DISTRICT
REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO
SITE CONDITIONS.
2. THIS PLAN IS TO BE USED FOR STORMWATER POLLUTION
PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION
SEE SITE CONSTRUCTION PLANS AND DETAILS.
3. ALL DISTURBED AREAS THAT WILL BE POTENTIALLY IDLE FOR 15
DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC)
IMMEDIATELY.
4. NO EARTHMOVING MAY TAKE PLACE WITHOUT AN APPROVED
STORMWATER POLLUTION PREVENTION PLAN.
5. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES
MAY BE REQUIRED IN THE FIELD BY THE MS4 REPRESENTATIVE.
6. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN
THE STREETS.
7. SILT FENCE SHALL BE PLACED AS SHOWN ON THE PLANS PRIOR
TO ANY EARTHWORK.
8. ALL WORK WITHIN THE RIGHT-OF-WAY SHALL MEET CURRENT
LOCAL CONSTRUCTION STANDARDS.
9. THE CONTRACTOR SHALL PROTECT EXISTING RIGHT-OF-WAY
INFRASTRUCTURE AND BE RESPONSIBLE FOR RESTORATION AS
NECESSARY.
10. THE CITY OF CARMEL IS THE REVIEW AUTHORITY FOR THE
EROSION CONTROL ACTIVITIES REQUIRING CONTACT,
PRE-CONSTRUCTION MEETING INVITATION, SELF-MONITORING
REPORT DELIVERY TO THEIR MS4 REPRESENTATIVE.
11. NOTICE OF THE SCHEDULED DATE FOR COMPLETION OF
CONSTRUCTION SHALL BE PROVIDED TO THE MS4
REPRESENTATIVE AT LEAST SEVENTY TWO (72) HOURS PRIOR TO
COMPLETION. THE CONTRACTOR OR OWNER WILL SCHEDULE THE
FINAL INSPECTION; THE STORM DRAIN AND SITE GRADING
PERFORMANCE SURETIES WILL BE RELEASED AFTER SUBMITTAL
AND APPROVAL
12. APPROXIMATE CONSTRUCTION SCHEDULE:
START DATE: June 1, 2022
COMPLETION DATE: June 1, 2027
RECEIVING WATERS = Williams Creek
13. LATITUDE = 39° 59' 54" N, LONGITUDE = 86° 10' 28" W
14. HYDROLOGIC UNIT CODE: 05120201090060
15. PERSON IN CHARGE OF SWPPP IMPLEMENTATION:
LESS IMPACT DEVELOPMENT
8910 PURDUE ROAD, SUITE 425
INDIANAPOLIS, INDIANA 46268
TELEPHONE: (317) 816-1230
CONTACT PERSON: SCOTT SCHUTZ
EMAIL: SCOTT@EQUITEAMLLC.COM
BMP
BMP
BMP
11/07/22
SECTION 2 MATERIAL HANDLING AND
SPILL PREVENTION PLAN
IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE
CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE
CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY
IMPLEMENT THE PLAN AS WELL.
1. CONSTRUCTION EQUIPMENT
A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO
EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE CONSTRUCTION
MANAGER, SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL
FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE,
IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN
AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE
EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE
CONTAMINATED SOIL OR STONE, WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER.
SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL
DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL
ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S SUPERINTENDENT.
B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR
THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY
THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT
MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF
POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE
EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE
DISPOSED OF IN A PROPER MANNER.
C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR
LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM
THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE
MANNER. EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL
AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER
MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION
SITE.
2. CONSTRUCTION MATERIALS AND THEIR PACKAGING
A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE IMPLEMENTED
PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL
EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED
ELSEWHERE ON THE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED
BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY
WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO
THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF
PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE,
CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE
ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE
PROPERLY REVEGATATED.
B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS
SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE
CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING
THOSE BLOWN ACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN
SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE
SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND,
AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND
DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION
OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT
OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE
FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY
AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY.
C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION
CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS
SILT FENCE INLET PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL
REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS
TO ENTER THE STORM SEWER SYSTEM.
D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION
EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE
MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN THESE PLANS.
E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN
THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE
PRODUCTS RECOMMENDED USAGE.
3. CONCRETE WASTE WATER
A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED
BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED
ON THE EROSION CONTROL PLAN. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A
MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED
IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE EXCAVATION
CONTRACTOR.
4. PAINT PRODUCTS
A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT
WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR
RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM
SEWERS OR DETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB
SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE
MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CITY OF CARMEL FIRE
DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES
ARE NEEDED.
3. SPILLS TO SOIL:
A. SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN
THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE
QUANTITY, WHICHEVER IS LESS;
B. SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS;
OR
C. SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE.
4. ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL
BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001,
3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIES
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY MODE OF
TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL, UPON DISCOVERY OF A
REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS OF THE STATE, DO THE FOLLOWING:
1. CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED MATERIAL FROM ENTERING
THE WATERS OF THE STATE.
2. UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO ACCOMPLISH A SPILL
RESPONSE.
3. AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY, COMMUNICATE A SPILL
REPORT TO THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY,
EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE),
(317) 233-7745 FOR OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION
BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE LIKELIHOOD OF DAMAGE TO
THE WATERS OF THE STATE, THE RESPONSIBLE PARTY SHALL NOTIFY THE DEPARTMENT AS
SOON AS POSSIBLE BUT WITHIN TWO (2) HOURS OF THE TIME THE NEW OR UPDATED
INFORMATION BECOMES KNOWN.
4. SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND
QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30), 2525 N. SHADELAND AVE., SUITE 100,
INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OF THE SPILL REPORT IF REQUESTED IN WRITING
BY THE DEPARTMENT.
5. EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, EXERCISE DUE DILIGENCE
AND DOCUMENT ATTEMPTS TO NOTIFY THE
6. FOLLOWING:
A. FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST AFFECTED
DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES OF THE SPILL AND IN THE
STATE OF INDIANA; AND
B. FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY
OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT OR OCCUPANTS.
(WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED FEB 25, 1997, 1:00 P.M.: 20 IR
1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15
A.M.: 29 IR 1936; ERRATA FILED OCT 20, 2006, 10:08 A.M.: 20061101-IR-327060497ACA;
READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY
27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA)
327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, EMERGENCY SPILL RESPONSE
ACTIONS TAKE PRECEDENCE OVER REPORTING REQUIREMENTS, AND WHEN EMERGENCY SPILL
RESPONSE ACTIVITIES RENDER SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE
ACTIVITIES, COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THE SPILL REPORT IS
DELAYED, THE BURDEN OF PROVING THE NEED FOR THE DELAY SHALL BE UPON THE RESPONSIBLE
PERSON. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734;
READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:
20071219-IR-327070553BFA)
327 IAC 2-6.1-9 COMPLIANCE CONFIRMATION
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN THIS RULE, HAS
OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A LETTER CONFIRMING COMPLIANCE
WITH THIS RULE AND STATING THAT NO FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER
POLLUTION CONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED
FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:
20071219-IR-327070553BFA)
SOILS TYPE LEGEND
RULE 6. SPILLS OF OIL AND OTHER OBJECTIONABLE
SUBSTANCES; REPORTING, CONTAINMENT AND
CLEANUP
(REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734)
RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE
327 IAC 2-6.1-1 APPLICABILITY
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE RESPONSE TO
THOSE SPILLS OF HAZARDOUS SUBSTANCES,
EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE SUBSTANCES THAT ARE OF
A QUANTITY, TYPE, DURATION AND IN A LOCATION AS TO DAMAGE THE WATERS OF THE STATE.
NOTHING IN THIS RULE IS INTENDED TO AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH
BY OTHER FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-1;
FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED
FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:
20071219-IR-327070553BFA)
327 IAC 2-6.1-2 SPECIAL AREAS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE GEOLOGY. A LARGE
SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARST REGION. PORTIONS OF SAINT
JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS
REFERENCED
IN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO DAMAGE FROM
SPILLS IN THESE AREAS, AND CARE SHOULD BE EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS.
INFORMATION ABOUT THESE AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA
CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS.
(WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731;
READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:
20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA)
327 IAC 2-6.1-3 EXCLUSIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING REQUIREMENT
OF THIS RULE DOES NOT APPLY TO THE FOLLOWING
OCCURRENCES:
1. DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN APPLICABLE PERMIT
WHEN THE SUBSTANCE IN QUESTION IS COVERED BY THE PERMIT AND DEATH OR ACUTE INJURY
OR ILLNESS TO ANIMALS OR HUMANS DOES NOT OCCUR.
2. LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO:
A. COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR
B. DUST SUPPRESSION MATERIALS.
3. THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT DAMAGE
WATERS OF THE STATE.
4. SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT.
5. SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR OTHER
EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FIFTY-FIVE (55) GALLONS
AND WHICH DO NOT DAMAGE WATERS OF THE STATE.
6. OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY FUNCTIONING
WATERCRAFT.
7. A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS BEEN
APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE COORDINATOR.
(WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA
FILED MAR 7, 1997, 2:25 P.M.:
20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16
P.M.: 20071219-IR-327070553BFA)
NOTE: ALL HOMES SHALL MEET THE
LANDSCAPING REQUIREMENTS PER
THE ZONING COMMITMENTS.
- FINISH GRADE/WATER FLOW
- PROPERTY LINE/DRAINAGE SWALE
- PERMANENT SEEDING
- RIP RAP/GRAVEL DRIVE/EXIT PAD
BEEHIVE INLETS (SEE DETAIL)
SILT FENCE BOX AROUND
CURB INLET PROTECTION (SEE DETAIL)
CONSTRUCTION
ENTRANCE/EXIT
SAMPLE EROSION/SEDIMENT CONTROL PRACTICE PLAN FOR
A TYPICAL ONE/TWO FAMILY DWELLING UNDER
CONSTRUCTION
CURB & GUTTER
PROTECTION
CURB INLET
STREET CENTERLINE
4' CONCRETE WALK
SF
PS
PS
4' CONCRETE WALK
PS
GARAGE
SEEDED AND MULCHED
SIDE YARDPS DRAINAGE SWALEHOUSE
BY OWNER AT COMPLETION
OF CONSTRUCTION (TYP.)
PS
AREA TO BE TOPSOILED,
PS
PS
DRAINAGE SWALEPS SIDE YARDPS
STOCKPILE
TOPSOIL
SF
STOCKPILESUBSOILSF SF
PS
SF
SFDRAINAGE SWALEREAR YARD
AREA MAPW
S
N
E PROJECT LOCATION
SOILS MAPW
S
N
E
EROSION CONTROL PLAN
PLAN NOTES
1. THIS PLAN IS DESIGNED TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING
THE SITE. THE OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. IF
NEEDED TO PREVENT EROSION OR LOSS OF SEDIMENT FROM THE SITE.
2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL
REMAIN UNALTERED FOR AN EXTENDED PERIOD OF TIME.
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 ARE TO BE IMPLEMENTED PRIOR TO THE
DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE.
6. ALL EROSION CONTROL MEASURES ARE TO BE PROPERLY MAINTAINED TO
CONTINUE THEIR EFFECTIVENESS.
7. IF GRADING OCCURS DURING DECEMBER, JANUARY OR FEBRUARY, DORMANT
SEEDING PROCEDURES SHALL BE USED.
8. DURING DRY WEATHER, KEEP LAWNS WATERED BY APPROVED METHODS.
RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE
REQUIRED ACCORDING TO SEASONAL CONDITIONS AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL
STAND OF GRASS HAS BEEN OBTAINED.
9. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER.
10. 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 "RULE 5" (327 IAC 15-5,
CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL).IT SHALL ALSO BE
THE CONTRACTOR'S 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.
11. PROVIDE - #2 CRUSHED STONE CONSTRUCTION ENTRANCE(S) TO SITE FROM
STREETS/ROADS.
12. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO
IMPLEMENT AN EROSION CONTROL PLAN FOR EACH LOT, THE BUILDER MAY
IMPLEMENT A DIFFERENT EROSION CONTROL PLAN AS LONG AS IT MEETS OR
EXCEEDS RULE 5 REGULATIONS.
INDIVIDUAL LOT EROSION
CONTROL PLAN LEGEND
Know what'sbelow.
before you dig.Call
R
NO SCALE
327 IAC 2-6.1-4 DEFINITIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC 14-25-7-13; IC 14-25-7-15
SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC 13-11-2-35(A), IC
13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265, AND IN 327 IAC 1, THE
FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE:
1. "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS, AND
MOLLUSKS.
2. "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE DEPENDENT UPON
AN AQUATIC ENVIRONMENT.
3. "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, BLOCK, RESTRAIN,
OR OTHERWISE ACT TO MOST EFFECTIVELY PREVENT A SPILL FROM ENTERING WATERS OF THE
STATE OR MINIMIZE DAMAGE TO THE WATERS OF THE STATE FROM A SPILL.
4. "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE STATE SO AS
TO RENDER THE WATERS HARMFUL, DETRIMENTAL, OR INJURIOUS TO:
A. PUBLIC HEALTH, SAFETY, OR WELFARE;
B. DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR
C. ANIMALS OR AQUATIC LIFE.
5. "DOWNSTREAM WATER USER" MEANS:
A. A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE
DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D);
B. A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE
DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15;
C. USERS OF RECREATIONAL WATERS; OR
D. ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL.
6. "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT TO 42 U.S.C.
11002 AND 11004. (40 CFR 355 APPENDIX A.)
7. "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER STATIONARY
ITEMS THAT ARE LOCATED ON A SINGLE SITE OR ON CONTIGUOUS SITES AND THAT ARE OWNED
OR OPERATED BY THE SAME PERSON OR BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY,
OR IS UNDER COMMON CONTROL WITH, SUCH PERSON.
8. "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR
RIGHT-OF-WAY.
9. "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14).
10. "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY:
A. RAIL AND MOTOR VEHICLES;
B. AIRCRAFT;
C. WATERCRAFT;
D. PIPELINES; OR
E. OTHER MEANS OF TRANSPORTATION; IN COMMERCE. THIS DEFINITION EXCLUDES
CARRIAGE WITHIN A FACILITY BY TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR
CONTROLLED BY THAT FACILITY.
11. "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE:
A. OF A QUANTITY AND A TYPE; AND
B. PRESENT FOR A DURATION AND IN A LOCATION; SO AS TO DAMAGE WATERS OF THE
STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS
SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF.
12. "ON-SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATED BY THE
DEPARTMENT, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, OR THE UNITED
STATES COAST GUARD TO DIRECT AND COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES.
13. "RECREATIONAL WATERS" MEANS ANY WATER USED FOR:
A. BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR
B. PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES
OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT.
14. "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR EXTREMELY
HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED UNDER FEDERAL LAW UNDER 42
U.S.C. 9602(A) AND (B) AND 42 U.S.C. 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.)
15. "SPILL" MEANS ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING,
LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, HAZARDOUS
SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR OBJECTIONABLE SUBSTANCES. THE
TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES
NOT MIGRATE OFF THE SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL.
16. "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING:
A. THE SPILL IS CONTAINED; AND
B. FREE MATERIAL IS REMOVED OR NEUTRALIZED.
17. "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING INFORMATION ABOUT
A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE TIME OF THE REPORT:
A. THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL
REPORT.
B. (THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT
FROM CLAUSE (A).
C. THE LOCATION OF THE SPILL.
D. THE TIME OF THE SPILL.
E. THE IDENTIFICATION OF THE SUBSTANCE SPILLED.
F. THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAY FURTHER BE
SPILLED.
G. THE DURATION OF THE SPILL.
H. THE SOURCE OF THE SPILL.
I. NAME AND LOCATION OF THE WATERS DAMAGED.
J. THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SPILL.
K. WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE.
L. ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION.
18. "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF WATER, SURFACE AND
UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS THEREOF, THAT ARE
WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES
NOT INCLUDE ANY PRIVATE POND OR ANY OFF-STREAM POND, RESERVOIR, OR FACILITY BUILT
FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO DISCHARGE
UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR FACILITY CAUSES OR THREATENS TO
CAUSE WATER POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25,
1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN
10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:
20071219-IR-327070553BFA)
327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITY
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED:
1. SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR
ILLNESS TO HUMANS OR ANIMALS.
2. SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT IT IS
LOCATED IN A DELINEATED PUBLIC WATER SUPPLY WELLHEAD PROTECTION AREA AS APPROVED
BY THE DEPARTMENT UNDER 327 IAC 8-4.1 THAT ARE:
A. SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN
THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE
QUANTITY, WHICHEVER IS LESS;
B. SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS;
OR
C. SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE.
3. SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT:
A. ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER WELL
LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR
B. ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF:
· ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE RESOURCE
PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE MICHIGAN;
· ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2-13(A)(6) [SIC.,
327 IAC 2-1-3(A)(6)] AND 327 IAC 2-1-11(B);
· ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY
PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE MICHIGAN; OR
· ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE PRESERVE,
OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL RESOURCES
OR THE FEDERAL GOVERNMENT.
4. FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3), THE
FOLLOWING MUST BE REPORTED:
A. SPILLS TO SURFACE WATERS:
· SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES
WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE
REPORTABLE QUANTITY, WHICHEVER IS LESS;
· SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE
WATERS;OR
· SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE.
B. SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY:
· SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES
WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE
REPORTABLE QUANTITY, WHICHEVER IS LESS;
· SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55)
GALLONS;OR
· SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE.
C. SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY:
· SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES
WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY;
· SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000)
GALLONS; OR
· SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE.
5. ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE.
(WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1732; ERRATA
FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518;
READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BE REPORTED:
1. SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR
ILLNESS TO HUMANS OR ANIMALS.
2. SPILLS THAT DAMAGE SURFACE WATERS.
SF SF
C202SWPPP SPECIFICATIONS & DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C202 SWPPP Specs & Details.dwgLAYOUT: C202DATE/TIME: August 31, 2022 - 10:48amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaSECTION 1 - EMERGENCY RESPONSE NUMBERS
EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911
CITY OF CARMEL FIRE DEPARTMENT 317-571-2600
CITY OF CARMEL POLICE DEPARTMENT 317-571-2500
INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773
INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745
HAMILTON COUNTY SOIL AND WATER 317-773-1406
CITY OF CARMEL ENGINEERING 317-571-2441
SOIL
SERIES
YbvA
YclA
YmsB2
YmsC2
YpaA
W
DESCRIPTION
Brookston silty clay loam - Urban land complex - 0 to 2
percent slopes
Crosby silt loam, fine loamy subsoil - Urban land complex - 0
to2 percent slopes
Miami silt loam - Urban land complex - 2 to 6 percent slopes,
eroded
Patton silty clay loam - Urban land complex - 0 to 2 percent
slopes
Water
Miami silt loam - Urban land complex - 6 to 12 percent
slopes, eroded
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
LESS IMPACT DEVELOPMENT
8910 PURDUE ROAD, SUITE 425
INDIANAPOLIS, INDIANA 46268
TELEPHONE: (317) 816-1230
CONTACT PERSON: SCOTT SCHUTZ
EMAIL: SCOTT@EQUITEAMLLC.COM C202 SWPPP SPECSSWPPP FOR CONSTRUCTION SITES
1. HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090060
2. IDENTIFICATION OF ALL RECEIVING WATERS - WILLIAMS CREEK
3. PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - Q10
PRE 9.95 CFS, Q10 POST 1.01 CFS
4. SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - SEE STORMWATER POLLUTION
PREVENTION PLAN, SHEET C201. STORMWATER WILL BE CHANNELED INTO ENCLOSED STORM
SEWERS, WHERE IT WILL THEN PASS THROUGH ONSITE DETENTION. WATER LEAVES THE SITE
THROUGH AN OUTLET CONTROL STRUCTURE.
5. IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - THERE MAY BE SOME DISCHARGE
INTO THE GROUND WATER FROM THE DRAINAGE POND.
6. SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE BOTTOM RIGHT OF THIS SHEET
7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL POLLUTANTS FROM
POST-CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE,
ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE
PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM.
TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE
POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM
SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF
ANY IS SPILLED.
8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES -
A. LOCATION - SEE SHEET C200 & C201. EACH INLET WILL HAVE TEMPORARY SEDIMENT TRAPS
WITH OVERFLOW THROUGHOUT CONSTRUCTION.
B. DIMENSION - SEE SHEET C203 FOR TEMPORARY INLET PROTECTION.
C. DETAILED SPECIFICATIONS - SEE SHEETS C202, C203 & C204.
D. CONSTRUCTION DETAILS - SEE SHEETS C202, C203 & C204.
E. MONITOR AND MAINTENANCE GUIDELINES - SEE O&M MANUAL
NOTE: AS REQUIRED IN "RULE 5," SELF-MONITORING INSPECTIONS TO BE COMPLETED AT A
MINIMUM OF ONCE PER WEEK AND WITHIN 24 HOURS OR THE NEXT BUSINESS DAY OF 12" RAIN OR
GREATER BY A QUALIFIED INSPECTOR. INSPECTIONS MUST BE RETAINED FOR RECORDS
THROUGHOUT THE LIFE OF THE PROJECT AND PROVIDED WITHIN 48 HOURS OF A REQUEST FROM
A REGULATING AUTHORITY.
9. GENERAL CONSTRUCTION SEQUENCE -
A. A PRE-CONSTRUCTION MEETING WITH CITY OF CARMEL ENGINEERING AND SWCD IS REQUIRED
PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK. ADDITIONALLY, IDEM IS REQUIRED TO BE
CONTACTED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
B. POSTING AREA- CONTRACTOR TO POST APPROVED SWPPP DOCUMENTS AND PERMITS IN
LOCATION SHOWN ON PLANS.
C. CONSTRUCTION ENTRANCE- STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT
D. INSTALL PERIMETER BMP'S SUCH AS SILT FENCING AND OFF-SITE TEMPORARY BMP'S.
E. EARTHWORK- STRIP TOPSOIL, BEGIN ROUGH GRADING, EXCAVATE POND AND PLACE DIRT ON
STOCKPILE, FINISH GRADE AND SEED POND, INSTALL STORM STRUCTURES 631-633 AND POND
OUTLET STRUCTURE, REMOVE ABANDONED PORTION OF HINSHAW-HENLEY DRAIN, FINISH
GRADE SLOPES AND SWALES. TEMPORARY SEED ALL DISTURBED AREAS, ON-SITE AND OFF-SITE,
THAT SHALL REMAIN UN-WORKED FOR MORE THAN 14 DAYS.
F. SANITARY SEWER- INSTALL SEWER SYSTEM.
G. STORM SEWER- INSTALL STORM SEWERS SYSTEM AND INLET PROTECTION AS STORM INLETS
ARE COMPLETED.
H. UTILITIES- COORDINATE INSTALLATION OF WATER, GAS, TELEPHONE, ELECTRIC AND OTHER
REQUIRED UTILITY LINES.
I. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, RE-GRADE AND STABILIZE ALL
AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED.
J. FINAL GRADING AND PERMANENT EROSION CONTROL- FINISH GRADE AND PERMANENTLY SEED
ALL PROPERTY PERIMETER AREAS. REMOVE TEMPORARY SEDIMENT BASINS AND DIVERSION
DITCHES. TEMPORARY SEDIMENT BASINS AND DIVERSION DITCHES TO REMAIN IN OFFSITE AREA.
K. PAVEMENT- INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ROADWAYS, CURBS
AND ENTRY DRIVES.
L. TEMPORARY SEED ALL DISTURBED AREAS.
M. FINAL LANDSCAPING- FINAL GRADE AND INSTALL LANDSCAPING.
N. FINAL SEEDING- COMPLETE FINAL SEEDING.
O. MAINTENANCE- MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL
DISTURBED AREAS ARE PERMANENTLY STABILIZED.
P. IN THE EVENT THAT THE NATIONAL WEATHER SERVICE FORECASTS RAIN TO OCCUR WITHIN 24
HOURS OF THE END OF A WORK DAY, THE CONTRACTOR SHALL STABILIZE THE SITE BEFORE
LEAVING AT THE END OF THE WORK DAY.
10. LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL AREAS - SEE SHEET
C200.
11. TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL
PROTECTION CHART ON SHEET C203.
12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT - SEE
BOTTOM RIGHT CORNER OF THIS SHEET.
13. MATERIAL HANDLING AND SPILL PREVENTION PLAN
THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN IS BASED UPON REQUIREMENTS SET
FORTH IN THE INDIANA ADMINISTRATIVE CODE, SECTION 327 IAC 2-6-1. THE FULL TEXT OF THIS
CODE CAN BE FOUND ON THIS SHEET
POTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS,
CONCRETE WASH-OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS,
AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH
COULD FIND THEIR WAY TO LITTLE COOL CREEK.
FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS ON-SITE. IT IS IMPORTANT
THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL
FERTILIZERS, HERBICIDES, AND PESTICIDES.
SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON-PAVED AREAS WILL BE SHOVELED INTO
CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL.
EMERGENCY RESPONSE NUMBERS:
RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911
CARMEL FIRE DEPARTMENT: (317) 571-2600
CARMEL POLICE DEPARTMENT: (317) 571-2500
INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477-8773
IDEM SPILL RESPONSE CENTER: (317) 233-7745
NATIONAL RESPONSE CENTER (800)-424-8802
CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF
CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF
THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM
DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE
PROPERLY SUBMITTED.
THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS
OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF
QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING
MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND
REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY
DISPOSED OF IN AN APPROVED MANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT
FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY.
14. CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTION
PREVENTION FOR THE PROJECT SITE - SEE THIS SHEET FOR INFORMATION
15. CURRENT REVISION DATE ON ALL SHEETS - SEE TITLE BLOCK
SWPPP FOR POST CONSTRUCTION
1. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE
- POTENTIAL POLLUTANTS FROM POST-CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM
SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM
BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM
ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF
STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM
ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED.
CLEAN UP IMMEDIATELY IF ANY IS SPILLED.
2. POST-CONSTRUCTION STORMWATER QUALITY MEASURES -
A. LOCATION - STRUCTURE WQ601 TO BE A WATER QUALITY STRUCTURE, THE WET POND WITH
NATIVE BANKS IS LOCATED ON THE WEST SIDE OF THE SITE, SEE SHEET C201.
B. DIMENSIONS - WQ 601 IS A CONTECH CS-8, POND HAS A NORMAL POOL AREA OF 0.94 ACRES,
SEE SHEETS C201, C202, C203 & C204.
C. SIZING CALCULATIONS - SEE DRAINAGE REPORT
D. DETAILED SPECIFICATIONS - SEE SHEETS C202, C203 & C204.
E. CONSTRUCTION DETAILS - SEE SHEETS C202, C203 & C204.
3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION-SEE CONSTRUCTION
SEQUENCE, C202.
4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE
IMPACTS TO STREAM OR RIPARIAN HABITATS - SEE STORMWATER POLLUTION PREVENTION PLAN,
SHEET C200 & C201. THE MAJORITY OF THE STORMWATER WILL BE CHANNELED THROUGH
ENCLOSED STORM PIPE INTO A DETENTION POND WITH A WATER QUALITY OUTLET STRUCTURE.
ROUTINE INSPECTIONS SHOULD OCCUR EVERY 6 MONTHS BY THE OWNER.
MAINTENANCE:
1. CHECK OIL & SEDIMENT DEPTH. THIS SHOULD OCCUR AFTER EVERY MAJOR RAIN EVENT.
-MAINTENANCE SHOULD OCCUR AT 15% OF TOTAL STORAGE FOR SEDIMENT OR 8" OF SEDIMENT
DEPTH.
-IF AN OIL SPILL OCCURS, MAINTAIN IMMEDIATELY. MAINTENANCE SHOULD OCCUR BY A
LICENSED LIQUID WASTE HAULER. NOTIFY LOCAL REGULATORY AGENCY AS REQUIRED ON SPILL
REPORTING CHART UPPER RIGHT OF THIS SHEET.
11/07/22
10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C202 SWPPP Specs & Details.dwgLAYOUT: C203DATE/TIME: August 31, 2022 - 10:48amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaWOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
10' MIN.VARIES10 MIL. PLASTIC LINING
STRAW BALE (TYP)
SECTION LINE
STRAW BALE (TYP)
BINDING WIRE
WOOD OR METAL
STAKES (TYP) - 2 PER
BALENATIVE MATERIAL (OPTIONAL)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
(NO SCALE)TYPE "ABOVE GRADE
W/ STRAW BALES"4"WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING TO
THE STRAW BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING
TO THE STRAW BALES
CONCRETE
WASHOUT
WOOD POST 3"x3"x8'
BLACK LETTER 6" HEIGHT
3/8" TREATED
PLYWOOD 48"x24"
PAINTED WHITE
0.5" LAG SCREWS
INSTALLATION
1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION
PLAN TO INSTALL THE SYSTEM.
2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL
THE CONTAINMENT SYSTEM.
3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND
OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE
LINING.
4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING
SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED
SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL
TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING
SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS.
5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO
CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC.
6. PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT
FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF
WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL).
7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS.
8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED
LOCATIONS.
9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY
CONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH
PAD FOR CONCRETE WASHOUT SYSTEMS.3'3'PLAN
1. ACTUAL LAYOUT DETERMINED IN
FIELD.
2. THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN
30FT. OF THE TEMP. CONCRETE
WASHOUT FACILITY.
SECTION
CONCRETE WASHOUT
TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD
150' (MIN.)
SWPPP INFORMATION SIGN
COPY
OF
NOI
COPY OF
IDEM
NOTICE OF
SUFFICIENCY
SWPPP INFORMATION
DETAILED DESCRIPTION OF THE LOCATION OF THE
SWPPP DOCUMENTATION (BINDER AND SITE MAPS)
ON THE SITE.
4' (MINIMUM)4' (MINIMUM)SIGN TO BE CONSTRUCTED OF A
RIGID MATERIAL, SUCH AS
PLYWOOD OR OUTDOOR SIGN
BOARD. SIGN MUST BE
CONSTRUCTED IN A MANNER TO
PROTECT DOCUMENTS FROM
DAMAGE DUE TO WEATHER (WIND,
SUN, MOISTURE, ETC.).
"SWPPP INFORMATION" MUST BE
DISPLAYED PROMINENTLY ACROSS
THE TOP OF THE SIGN, AS SHOWN IN
THE DETAIL.3" MIN.3" MIN.COPY
OF
DRAINAGE
APPROVAL
LETTER
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
(NO SCALE)
SEDIMENTATION/SILT FENCE
MAXIMUM LOAD SLOPE AND DISTANCE FOR
WHICH A SILT FENCE IS APPLICABLE
INSTALLATION
PREFABRICATED SILT FENCE
1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT
STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER
ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT.
2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE.
3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH.
4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES
OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH.
5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH.
6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE.
NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS.
ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE.
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
_ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET
SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE.
_ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE.
REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED AT
LEAST ONE FULL TURN TO SECURE
SILT FENCE END IN PLACE
SILT FENCE
SILT FENCE
POST
TO JOIN TO
ENDS OF TWO
FENCES.
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE
WITH ASTM D 6462 8.2.2 IS ALSO
ACCEPTABLE.18" (MIN.)GEOTEXTILE FABRIC LAID ON
DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
8"X4" TRENCH TO BE BACKFILLED
AND COMPACTED
WOVEN FILTER FABRIC SILT
FENCE MATERIAL COVER
POST 2"X2" WOOD OR 1.33
LBS/FOOT STEEL 6' MAX.
SPACING
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE WITH
ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE.18" (MIN.)GEOTEXTILE FABRIC LAID
ON DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
POST 2"X2" WOOD OR 1.33 LBS/FOOT
STEEL 8' MAX. SPACING
WIRE FENCE 14 GUAGE (MIN)-6" MESH
REQ'D. IN SWALES OR AREAS OF
CONCENTRATED FLOW
NONWOVEN FILTER FABRIC -
SECURE TO POSTS WITH 2" LATH
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED
AT LEAST TWO FULL TURNS TO
PROVIDE A SECURE CONNECTION
8"6"6"8"6"6"8"X4" TRENCH TO BE
BACKFILLED AND COMPACTED
POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST
FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING
FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.
LOAD SLOPE
LESS THAN 2%
2 TO 5%
5 TO 10%
10 TO 20%
MORE THAN 20%
MAX. DISTANCE ABOVE FENCE
100 FT.
75 FT.
50 FT.
25 FT.
15 FT.
WITHOUT WIRE SUPPORT WITH WIRE SUPPORT
(NO SCALE)
FLOW
FINISH GRADE
UNDISTURBED
GROUND
FLOW
FINISH GRADE
UNDISTURBED
GROUND
REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
STAINLESS
STEEL
CLAMPING
BAND
STANDARD 2"
OVERFLOW
AREA 11 GAUGE STEEL SUSPENSION SYSTEM
LIFT HANDLESLIFT HANDLES
INSTALLATION:
1.
2.
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3. REPLACE GRATE
SHEET 1 OF 1
DRAWN
CHECKED
QA
MFG
APPROVED
DWG NOSIZE
SCALE
REV
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
DISTRIBUTED BY ADS
WWW.INLETFILTERS.COM
(866) 287-8655 PH
(630) 355-3477 FX
INFO@INLETFILTERS.COM
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
SEED SPECIES 1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2
_ I
TEMPORARY SEED
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
_
_
_
_
_
_
_
_
_
SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH
STEEP BANKS AND CUTS, LOW-MAINTENANCE AREAS (NOT MOWED)
LAWNS AND HIGH-MAINTENANCE AREAS
CHANNELS AND AREAS OF CONCENTRATED FLOW
PERMANENT SEED
OPEN LOW-MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS)
SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH
SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH
SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH
SEASONAL SOIL PROTECTION CHART
PERMANENT
SEEDING
SODDING
MULCHING
METHOD
STABILIZATION
SOIL
SEEDING
DORMANT
SEEDING
TEMPORARY
A = KENTUCKY BLUEGRASS* 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE.
B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE.
C = SPRING OATS 3 BUSHEL/ACRE.
D = WHEAT OR RYE 2 BUSHEL/ACRE.
E = ANNUAL RYEGRASS 40 LBS/ACRE.
F = SOD (BLEND 3 IMPROVED VARIETIES).
G = STRAW MULCH 2 TONS/ACRE.
*/I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER.
** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
*KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES.
IPP
C203SWPPP SPECIFICATIONS & DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMELC202 SWPPP SPECS11/07/22
10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C202 SWPPP Specs & Details.dwgLAYOUT: C204DATE/TIME: August 31, 2022 - 10:48amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana2"-5" (5 CM-12.5CM)
12" (30 CM)6" (15 CM)6" (15 CM)
3" (7.5 CM)
SLOPE INSTALLATION
SPECIFICATIONS :
SITE PREPARATION
MATERIALS
INSTALLATION
SITE PREPARATION
SOD BED PREPARATION
LAYING THE SOD
SLOPE APPLICATION
CHANNEL APPLICATION
MAINTENANCE
CROSS SECTION
PERSPECTIVE VIEW C202 SWPPP SPECSC204SWPPP SPECIFICATIONS & DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMELNATIVE AQUATIC SHORELINE SEED MIX
BOTANICAL NAME COMMON NAME OZ./ACRE
PERMANENT GRASSES/SEDGES/RUSHES:
BOLBOSCHOENUS FLUVIATILIS RIVER BULRUSH 1.00
CAREX CRISTATELLA CRESTED OVAL SEDGE 0.50
CAREX LURIDA BOTTLEBRUSH SEDGE 3.00
CAREX VULPINOIDEA BROWN FOX SEDGE 2.00
ELYMUS VIRGINICUS VIRGINIA WILD RYE 24.00
GLYCERIA STRIATA FOWL MANNA GRASS 1.00
JUNCUS EFFUSUS COMMON RUSH 1.00
LEERSIA ORYZOIDES RICE CUT GRASS 1.00
PANICUM VIRGATUM SWITCH GRASS 2.00
SCHOENOPLECTUS TABERNAEMONTANI GREAT BULRUSH 3.00
SCIRPUS ATROVIRENS DARK GREEN RUSH 2.00
SCIRPUS CYPERINUS WOOL GRASS 1.00
TOTAL 41.50
TEMPORARY COVER:
AVENA SATIVA COMMON OAT 360.00
LOLIUM MULTIFLORUM ANNUAL RYE 100.00
TOTAL 460.00
FORBES & SHRUBS:
ALISMA SUCORDATUM COMMON WATER PLANTAIN 2.50
ASCLEPIAS INCARNATA SWAMP MILKWEED 2.00
BIDENS SPP.BIDENS SPECIES 2.00
EUPATORIUM PERFOLIATUM COMMON BONESET 1.00
HELENIUM AUTUMNALE SNEEZEWEED 2.00
IRIS VIRGINICA V. SHREVEI BLUE FLAG 4.00
LYCOPUS AMERICANUS COMMON WATER HOREHOUND 0.50
MIMULUS RINGENS MONKEY FLOWER 1.00
PENTHORUM SEDOIDES DITCH STONECROP 0.50
PERSICARIA SPP.PINKWEED SPECIES 2.00
RUDBECKIA SUBTOMENTOSA SWEET BLACK-EYED SUSAN 1.00
RUDBECKIA TRILOBA BROWN-EYED SUSAN 1.50
SAGITTARIA LATIFOLIA COMMON ARROWHEAD 1.00
SENNA HEBECARPA WILD SENNA 2.00
SYMPHYOTRICHUM LANCEOLATUM PANICLED ASTER 0.50
SYMPHYOTRICHUM NOVAE-ANGLIAE NEW ENGLAND ASTER 0.50
THALICTRUM DASYCARPUM PURPLE MEADOW RUE 2.00
TOTAL 26.00
11/07/22
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= FLOW DIRECTION
= EXISTING CONTOURS
= PROPOSED ELEVATION
= PROPOSED CONTOURS
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= PAD ELEV
(SEE EACH PAD FOR PAD SIZE)
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
D = LIMITS OF DISTURBANCE*= BUBBLER
= BIKE PARKINGDDDDD
D
DDDDDDDDDDDDDDDDDDDDDD D D D D D D D D DDD D D D DDDDDDDD DDDDDD D DDDDDDDDDDDDDDDDDDDDDDDDWWWW
W W W
EG G G G G G G G G G G G G G G G G GG
W
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
146TH STREET
VAR. WIDTH ROW
W W W W W
W
W W W W W W W W W WPARKHURS
LOT 64
OWNER: DENISE M.
BRAGGLOT 13OWNER:CHRISTOPHER S. &SEEMA M. MERNITZLOT 10OWNER: MICHELE L. &FERNANDO MORALESBLOCK COWNER: WESTCHASE HOA, INC.BLOCK B OWNER:
WESTCHASE HOA, INC.WESTCHASE SUBDIVISIONINSTRUMENT NO. 200000051957LOT 12OWNER: JEFFREY K. &EVA M. TOMLINSONLOT 11OWNER: CRAIG B. & KELLY J.ROBBINSLOT 9
OWNER: JEFFREY P. & HEATHER
L. KECK
LOT 8
OWNER: DAVID P. & KRISTAN E.
LINTON
LOT 7
OWNER: HAI FENG & ZHI
XU
LOT 65
OWNER: NEIL A. & LYNN K.
ZLATNISKI
LOT 66
OWNER: GANI, HABIBULLA &
YASMIN HAJIRA MOHAMED
LOT 67
OWNER: ROBERT A. & LISA M.
KNAPP
LOT 68
OWNER: RAYMOND E. & ANDREA
MULLER
LOT 146
OWNER: MICHELLE R. & CHAD
E. MOORE
LOT 151
OWNER: CHRISTIAN E. & SARA J.
GRETHLEIN
LOT 165
OWNER: TODD J. DARLAND &
TRACY R. WEGMAN-DARLAND
BLOCK DOWNER: WESTCHASE HOA, INC.BIRDSONG LANE
146TH
STREET
26
1
7
8
9 11
12
10
13
28
27
24
25
23
16
17
18
14
3
2
5
4
29
30
31
32
33
34
1920 22
6
21
15
W W W W WWWWWWWWWWWWWWW
WWWWWW
W W W WWWWWWWWWWWWW W W W W WBEDFORDFALLS DR.GOWER DRIVE
BIRDSONG
LANEMITCHEL LANEBEDFORDFALLS DRIVE*
**
*
* *
*
*
**
* *
*
*
* *
* *
*
*
C.A. AC.A. A
C.A.
B
C.A. A
C.A. C
GUARDRAIL
FMFMFMFMFMFMFM* * FMFMFMFMFMFMFMA
D D D D DDDDDDDDDDDDDDDDDW W
W W W W
G G G G G
G WOHU OHU OHU OHU
LOT 152
OWNER: RONALD J. & JUDITH A.
HANSON
WARRANTY DEED
BOARD OF COMMISSIONERS
OF HAMILTON COUNTY
INSTRUMENT NO. 2013066530
BFE 886.8
BFE 886.9
BFE 886.7
BFE 886.5
BFE 886.3
BFE 886.2ZONE AE
ZONE AE
ZONE AE
ZONE AE
POND 1
C.A. C
A
B B
D D D D D D D
DDDD DDDDD
LOT 66
OWNER: GANI, HABIBULLA &
YASMIN HAJIRA MOHAMED
LOT 67
OWNER: ROBERT A. & LISA M.
KNAPP
LOT 68
OWNER: RAY
MULLER
880
885
890
880
885
890
FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
BFE 886.4
EMERGENCY OVERFLOW
WEIR INVERT = 887.50
SECTION A-A
Know what'sbelow.
before you dig.Call
R
W
S
N
E
GENERAL GRADING NOTES
1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)
STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND
CONSTRUCTION METHODS.
2. FILL MATERIAL SHALL CONSIST OF SOIL OBTAINED FROM CUT AREAS,
BORROW PITS OR OTHER APPROVED SOURCES. SOIL SHALL BE FREE FROM
ORGANIC MATTER, LARGE ROCKS AND OTHER DELETERIOUS SUBSTANCES.
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 COMPACTION TESTS SHALL BE RUN ON EACH LIFT, IN FILL
SECTIONS. THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN
ACCORDANCE WITH INDOT SECTION 211.
3. MAXIMUM LAWN SLOPE IS 3:1.
4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE
MAINS, CONDUITS, SERVICE LINES AND OTHER FACILITIES IN THE AFFECTED
CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN
ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND
PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE
DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY
COMPANY) IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED
AREAS.
7. ALL GRADES AT BOUNDARY SHALL MEET EXISTING.
8. ANY PART OF SANITARY / STORM SEWER AND WATER MAIN TRENCHES
RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH
GRANULAR MATERIAL.
9. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
10. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO
THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF SOIL IS
ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVING OR IMPORTING
OF SOIL.
11. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS.
CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS.
12. 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.
13. GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER - STREET
CROSSINGS.
14. ALL PROPOSED CURB TO BE ROLL CURB UNLESS NOTED OTHERWISE.
15. ALL 6" SSD TO BE DOUBLE WALL, GASKETED SMOOTH BORE, DRAIN TILE.
16. THE MINIMUM FINISHED FLOOR ELEVATION (MFFE) OF EACH HOUSE SHALL BE
A MINIMUM OF 1' ABOVE THE HIGHEST ADJACENT STREET ELEVATION.
17. PROPOSED STORM SEWERS TO BE OWNED BY HAMILTON COUNTY.C300 Development PlanC300DEVELOPMENT PLANW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C300 Development Plan.dwgLAYOUT: C300DATE/TIME: August 31, 2022 - 10:49amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
SEE CONTINUATION TO RIGHT
SEE CONTINUATION TO LEFT
NOTE: CONTRACTOR TO MAINTAIN
POSITIVE DRAINAGE PATTERNS
FROM OFFSITE LAND WEST OF SITE.
*
NOTES: THE DETENTION FOR THE SITE IS PROVIDED
BY ONE WET POND. THE POND DISCHARGES INTO
WILLIAMS CREEK. THE 36" HINSHAW-HENLEY LEGAL
DRAIN PIPE IS ROUTED THROUGH THE PROPOSED
POND.
DRAINAGE SUMMARY
PEAK DISCHARGE (CFS) INTO WILLIAMS CREEK
RETURN PERIOD
10 YR.
100 YR.
1.08 1.00
ALLOWABLE DESIGN
OVERALL SITE ACREAGE
POND WATERSHED ACREAGE
DETENTION VOLUME REQUIRED
DETENTION VOLUME PROVIDED
16.87 ACRES
15.70 ACRES
4.296 AC-FT
4.311 AC-FT
3.25 3.18
9.95
PRE
28.42
SECTION B-B
11/07/22
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINEDDDDD
D
DDDDDDDDDDDDDDDDDDDDDD D D D D D D D D DDD D D D DDDDDDDD DDDDDD DDDDDDDDDDDDDDDDDDDDDW W W W
W
EG G G G G G G G G G G G G G G GGOHU OHU OHU OHU OHU OHU OHU
OHU
OHU OHU OHU OHU OHU
146TH STREET
VAR. WIDTH ROW
W W W W W
W
W
W W W W W W W W W W
LOT 64
OWNER: DENISE M.
BRAGGLOT 13OWNER:CHRISTOPHER S. &SEEMA M. MERNITZLOT 10OWNER: MICHELE L. &FERNANDO MORALESBLOCK COWNER: WESTCHASE HOA, INC.BLOCK B OWNER:
WESTCHASE HOA, INC.WESTCHASE SUBDIVISIONINSTRUMENT NO. 200000051957LOT 12OWNER: JEFFREY K. &EVA M. TOMLINSONLOT 11OWNER: CRAIG B. & KELLY J.ROBBINSLOT 9
OWNER: JEFFREY P. & HEATHER
L. KECK
LOT 8
OWNER: DAVID P. & KRISTAN E.
LINTON
LOT 7
OWNER: HAI FENG & ZHI
XU
LOT 65
OWNER: NEIL A. & LYNN K.
ZLATNISKI
LOT 66
OWNER: GANI, HABIBULLA &
YASMIN HAJIRA MOHAMED
LOT 67
OWNER: ROBERT A. & LISA M.
KNAPP
LOT 68
OWNER: RAYMOND E. & ANDREA
MULLER
LOT
OWNER: MICHEL
E. MOORE
OWNER:
OWNER
TRAC
BLOCK DOWNER: WESTCHASE HOA, INC.BIRDSONG LANE
146TH
STREET
26
1
7
8
9 11
12
10
13
28
27
24
25
23
16
17
18
14
3
2
5
4
29
30
31
32
33
34
1920 22
6
21
15
W W W WWWWWWWWWWWWWWW
WWWWWW
W W W
W
W WWWWWWWWWWW W W W W WBEDFORDFALLS DR
.
GOWER DRIVE
BIRDSONG
LANEMITCHEL LANEBEDFORDFALLS DRIVE*
**
*
* *
*
*
* *
* *
*
*
* *
**
*
*
C.A. A
C.A. A
C.A.
B
C.A. A
C.A. C
FMFMFMFMFMFMFM* * FMFMFMFMFMFMFMD D D D D D DD DDDDDDDDDDDDDDDDDW W W W
W W W W
G G G G G G G
G WOHU OHU OHU OHU OHU OHU
LOT 165
DARLAND &
LOT 152
OWNER: RONALD J. & JUDITH A.
HANSON
WARRANTY DEED
BOARD OF COMMISSIONERS
OF HAMILTON COUNTY
INSTRUMENT NO. 2013066530
BFE 886.9
BFE 886.5
BFE 886.3
BFE 886.2ZONE AE
ZONE AE
ZONE AE
ZONE AE
POND 1
C.A. C
GUARDRAIL
Know what'sbelow.
before you dig.Call
R
W
S
N
E
GENERAL GRADING NOTES
1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION
(INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR
BASIC MATERIALS AND CONSTRUCTION METHODS.
2. FILL MATERIAL SHALL CONSIST OF SOIL OBTAINED FROM CUT
AREAS, BORROW PITS OR OTHER APPROVED SOURCES. SOIL
SHALL BE FREE FROM ORGANIC MATTER, LARGE ROCKS AND
OTHER DELETERIOUS SUBSTANCES. 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 COMPACTION
TESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS. THE
REQUIRED COMPACTION ON EACH LIFT SHALL BE IN
ACCORDANCE WITH INDOT SECTION 211.
3. MAXIMUM LAWN SLOPE IS 3:1.
4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES
TO LOCATE MAINS, CONDUITS, SERVICE LINES AND OTHER
FACILITIES IN THE AFFECTED CONSTRUCTION AREA. EXISTING
UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH
AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF
UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE
DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY COMPANY) IS THE EXPRESS RESPONSIBILITY OF THE
CONTRACTOR.
5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL
UTILITIES IN PAVED AREAS.
7. ALL GRADES AT BOUNDARY SHALL MEET EXISTING.
8. ANY PART OF SANITARY / STORM SEWER AND WATER MAIN
TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE
BACKFILLED WITH GRANULAR MATERIAL.
9. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
10. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK
QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN
EXCESS OR SHORTAGE OF SOIL IS ENCOUNTERED, THE
CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVING
OR IMPORTING OF SOIL.
11. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL
AREAS. CONTRACTOR TO TEST FOR AND CORRECT ANY
PONDING CONDITIONS.
12. 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.
13. GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER
- STREET CROSSINGS.
14. ALL PROPOSED CURB TO BE ROLL CURB UNLESS NOTED
OTHERWISE.
15. ALL 6" SSD TO BE DOUBLE WALL, GASKETED SMOOTH BORE,
DRAIN TILE.
EMERGENCY OVERFLOW=
LEGEND:
=PONDING LIMITS FOR A
CLOGGED CONDITION
=SPILL OVER ELEVATION FOR
A CLOGGED CONDITION
NOTE:
SEE DRAINAGE REPORT FOR
INDIVIDUAL WEIR WIDTHS C301 EFRPC301EMERGENCY FLOOD ROUTE PLANW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C301 EFRP.dwgLAYOUT: C301DATE/TIME: August 31, 2022 - 10:50amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
NOTES: THE DETENTION FOR THE SITE IS PROVIDED
BY ONE WET POND. THE POND DISCHARGES INTO
WILLIAMS CREEK. THE 36" HINSHAW-HENLEY LEGAL
DRAIN PIPE IS ROUTED THROUGH THE PROPOSED
POND.
DRAINAGE SUMMARY
PEAK DISCHARGE (CFS) INTO WILLIAMS CREEK
RETURN PERIOD
10 YR.
100 YR.
1.08 1.00
ALLOWABLE DESIGN
OVERALL SITE ACREAGE
POND WATERSHED ACREAGE
DETENTION VOLUME REQUIRED
DETENTION VOLUME PROVIDED
16.87 ACRES
15.70 ACRES
4.296 AC-FT
4.311 AC-FT
3.25 3.18
9.95
PRE
28.42 11/07/22
GGGGGGGGGOHUOHUOHUOHUOHUOHUOHUWWWWWWWWNC.IATHERE.146THSTREET261789102827242523325422621W W W
W
W
W
W
W
W W W W W W W W W
W
W WWWWW********C.A. AC.A. AFMFM**FMFMBE DFOR
D
FA LLS D
R.
BEDFORD
FALLS DRIVEGOWER DRIVE875
880
885
890
895
900
905
910
915
17+50LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
875
880
885
890
895
900
905
910
915
0+500+751+001+251+501+752+002+252+502+753+003+253+503+754+004+254+504+755+005+255+505+756+006+256+506+757+007+257+507+758+008+258+508+759+009+259+509+7510+0010+2510+5010+7511+0011+25FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
PROP. GRADE ELEV.
EXIST. GRADE ELEV.
(LOCAL SECTION)
Bedford Falls Drive & Mitchel Lane
Know what'sbelow.
before you dig.Call
R
N
W
E
S C400 Street PnPC400STREET PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C400 Street PnP.dwgLAYOUT: C400DATE/TIME: August 31, 2022 - 10:50amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaNOTES
1. STANDARD SPECIFICATIONS BY THE LOCAL HIGHWAY
DEPARTMENT, LATEST EDITION, SHALL APPLY TO THIS
PROJECT FOR ALL STREET IMPROVEMENTS.
2. ALL STREETS TO BE 32' IN WIDTH (MEASURED FROM B-B OF
CURB) UNLESS OTHERWISE NOTED.
3. ALL RIGHTS-OF-WAY TO BE 56' IN WIDTH UNLESS
OTHERWISE NOTED.
4. ALL CURB RADII AT INTERSECTIONS ARE 25' TO BACK OF
CURB UNLESS OTHERWISE NOTED.
5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
8. SEE SECONDARY PLAT FOR STREET CENTERLINE
GEOMETRY, EASEMENT LOCATIONS AND DESIGNATIONS.
9. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.PROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
11/07/22
LOT 67LOT 68OWNER: RAYMOND E. & ANDREAOWNER:OWNE2691112101328272425231617181429303132333419202115WWWWWWWWWWW
W
W W W W W W W W W WWWWWW************C.A. AC.A.BC.A. CFM FM FM FMFMFMFMFM FM FM FMFMFMFMGOWER DRIVEBIRDSONGLANEMITCHEL LANE
875
880
885
890
895
900
905
910
6+757+007+257+507+758+008+258+508+759+009+259+509+7510+0010+2510+5010+7511+0011+2511+5011+7512+0012+2512+5012+7513+0013+2513+5013+7514+0014+2514+5014+7515+0015+2515+5015+7516+0016+2516+5016+7517+0017+2517+50FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
PROP. GRADE ELEV.
EXIST. GRADE ELEV.
875
880
885
890
895
900
905
910
0+50(LOCAL SECTION)
Bedford Falls Drive & Mitchel Lane
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
Know what'sbelow.
before you dig.Call
R
S
E
W
N C400 Street PnPC401STREET PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C400 Street PnP.dwgLAYOUT: C401DATE/TIME: August 31, 2022 - 10:51amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaNOTES
1. STANDARD SPECIFICATIONS BY THE LOCAL HIGHWAY
DEPARTMENT, LATEST EDITION, SHALL APPLY TO THIS
PROJECT FOR ALL STREET IMPROVEMENTS.
2. ALL STREETS TO BE 32' IN WIDTH (MEASURED FROM B-B OF
CURB) UNLESS OTHERWISE NOTED.
3. ALL RIGHTS-OF-WAY TO BE 56' IN WIDTH UNLESS
OTHERWISE NOTED.
4. ALL CURB RADII AT INTERSECTIONS ARE 25' TO BACK OF
CURB UNLESS OTHERWISE NOTED.
5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
8. SEE SECONDARY PLAT FOR STREET CENTERLINE
GEOMETRY, EASEMENT LOCATIONS AND DESIGNATIONS.
9. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.PROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
11/07/22
1 23
17
1834
1920 22 21 WWWWWWWWW W W W W WBEDFORDFALLS DR.GOWER DRIVE*
**
*
* *
*
*
* *
C.A. A
C.A. C
FMFMFMFMFMFMFMFMFMFMFMFMFMFM(LOCAL SECTION)
Gower Drive
875
880
885
890
895
900
905
910
875
880
885
890
895
900
905
910
0+500+751+001+251+501+752+002+252+502+753+003+253+503+754+004+254+50FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
PROP. GRADE ELEV.
EXIST. GRADE ELEV.
(LOCAL SECTION)
Birdsong Lane
875
880
885
890
895
900
905
910
875
880
885
890
895
900
905
910
0+500+751+001+251+501+752+002+252+502+753+003+253+50FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
PROP. GRADE ELEV.
EXIST. GRADE ELEV.
LOT 151
OWNER: CHRISTIAN E. & SARA J.
GRETHLEIN
LOT 165
OWNER: TODD J. DARLAND &
TRACY R. WEGMAN-DARLAND
BIRDSONG LANE
16
1429
30
31
32
15
W W W W W WWWWWWWBIRDSONG
LANEMITCHEL LANE*
*
* *
**
*
*
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
Know what'sbelow.
before you dig.Call
R
W
S
N
E C400 Street PnPC402STREET PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C400 Street PnP.dwgLAYOUT: C402DATE/TIME: August 31, 2022 - 10:51amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaNOTES
1. STANDARD SPECIFICATIONS BY THE LOCAL HIGHWAY
DEPARTMENT, LATEST EDITION, SHALL APPLY TO THIS
PROJECT FOR ALL STREET IMPROVEMENTS.
2. ALL STREETS TO BE 32' IN WIDTH (MEASURED FROM B-B OF
CURB) UNLESS OTHERWISE NOTED.
3. ALL RIGHTS-OF-WAY TO BE 56' IN WIDTH UNLESS
OTHERWISE NOTED.
4. ALL CURB RADII AT INTERSECTIONS ARE 25' TO BACK OF
CURB UNLESS OTHERWISE NOTED.
5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
8. SEE SECONDARY PLAT FOR STREET CENTERLINE
GEOMETRY, EASEMENT LOCATIONS AND DESIGNATIONS.
9. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.PROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
11/07/22
18 34
1920
WWWWWW W W W W W W W W
*
*
* *
C.A. C
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMGOWER DRIVE
MITCHEL LANELOT 151
OWNER: CHRISTIAN
GRETHLEIN
1429
30
31 15
W W W W W W W W W W W W
WWWWWWWWWWW*
*
**
**
*
*
BIRDSONG
LANE
MITCHEL LANE1 23
22 21
WWWWWWWWWWWWW W W W
*
*
*
*
* *
C.A. A FMFMFMFMBEDFORDFALLS DR.GOWER DRIVE
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
Know what'sbelow.
before you dig.Call
R
W
S
N
E
INTERSECTION DETAIL
MITCHEL LANE & BIRDSONG LANE
INTERSECTION DETAIL
BEDFORD FALLS DRIVE & GOWER DRIVE
INTERSECTION DETAIL
GOWER DRIVE & MITCHEL LANE
NOTES
1. STANDARD SPECIFICATIONS BY THE LOCAL
HIGHWAY DEPARTMENT, LATEST EDITION,
SHALL APPLY TO THIS PROJECT FOR ALL
STREET IMPROVEMENTS.
2. ALL STREETS TO BE 32' IN WIDTH
(MEASURED FROM B-B OF CURB) UNLESS
OTHERWISE NOTED.
3. ALL RIGHTS-OF-WAY TO BE 56' IN WIDTH
UNLESS OTHERWISE NOTED.
4. ALL CURB RADII AT INTERSECTIONS ARE
25' TO BACK OF CURB UNLESS OTHERWISE
NOTED.
5. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL AND STATE
STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS
SITE TO BE PERFORMED IN COMPLIANCE
WITH APPLICABLE O.S.H.A. STANDARDS
FOR WORKER SAFETY.
7. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY ALL
UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
8. SEE SECONDARY PLAT FOR STREET
CENTERLINE GEOMETRY, EASEMENT
LOCATIONS AND DESIGNATIONS.C403 Intersection DetailC403INTERSECTION DETAILW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C403 Intersection Detail.dwgLAYOUT: C403DATE/TIME: August 31, 2022 - 10:52amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
11/07/22
G G G G G G G G G G
G
G G G G G G G G GGGGGOHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
W W W W
W
W
W
W W W W W W W W W W W W W W W W W W W W WPARKHURSTDRIVE
LOT 13OWNER:CHRISTOPHER S. &SEEMA M. MERNITZBLOCK COWNER: WESTCHASE HOA, INC.BLOCK B OWNER:
WESTCHASE HOA, INC.
146TH STREET
22 21WWWWWWWWWWW
W* ** *
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
Know what'sbelow.
before you dig.Call
R
ENTRANCE PLAN
146TH STREET & BEDFORD FALLS DRIVE C404 Entrance PlanC404ENTRANCE PLANW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C404 Entrance Plan.dwgLAYOUT: C404DATE/TIME: August 31, 2022 - 10:52amPLOTTED BY: hansenbfhgEN G I N EER S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW
S
N
E
PROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
NOTES
1. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL
CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES
OF THE WORK AND TO REVIEW THE AUTHORITY OF THE
DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING
AND PROPOSED RIGHT-OF-WAY.
3. SQUARE POSTS SIZED IN ACCORDANCE WITH INDOT STANDARD
DRAWING E 802-SNGS-07.
· UNREINFORCED ANCHOR BASE INSTALLED PER INDOT
STANDARD DRAWING E 802-SNGS-09.
· FOR STREET NAME SIGNS USE TYPE 11 SQUARE POST
· FOR POSTS MOUNTED ON CONCRETE - SNAP-N-SAFE MODEL
S200S (TYPE II POST) OR MODEL S225S (TYPE I POST) FLUSH
MOUNT BRACKETS SHALL BE USED.
4. SIGN TYPE/PLACEMENT IN ACCORDANCE WITH THE CURRENT
INDIANA MUTCD. ALL SIGNS, TEMPORARY TRAFFIC CONTROL
SIGNS AND BARRICADES MUST COMPLY WITH THE CURRENT
INDIANA MUTCD.
5. SIGN MATERIALS IN ACCORDANCE WITH INDOT STANDARD
SPECIFICATIONS SEC 919.
· SIGN SHEETING IN ASTM TYPE IV OR BETTER
· WARNING SIGNS SHALL BE FLUORESCENT YELLOW
· PEDESTRIAN SIGNS SHALL BE FLUORESCENT YELLOW-GREEN
6. PER MUTCD, STREET NAME SIGNS ON MULTI-LANE FACILITIES
MUST HAVE 8" CAPITAL LETTER/NUMBERS AND 6" LOWERCASE
LETTERS ON AN 18" BLADE.
· STREET NAMES SIGNS SHALL HAVE WHITE BORDERS
· 18" BLADES WILL BE SINGLE SIDED AND BOLTED DIRECTLY TO
THE POST.
·· POST LENGTH MUST BE INCREASED BY 36"
·· DEPENDING NO BLADE LENGTH, SCRAP POST SHOULD BE
BOLTED BETWEEN TWO SINGLE SIDED BLADES FOR
SUPPORT.
11/07/22
W W
W W W W
G G G G G G G G G G G GOHU OHU OHU OHU OHU OHU OHU OHU OHU
W W W
W W W W W
LOT 13OWNER:CHRISTOPHER S. &SEEMA M. MERNITZBLOCK CWNER: WESTCHASE HOA, INC.BLOCK B OWNER:
WESTCHASE HOA, INC.
WARRANTY DEED
BOARD OF COMMISSIONERS
OF HAMILTON COUNTYINSTRUMENT NO. 2013066530
ZONE AE
ZONE AE
1920 22 21 WW* *
C.A. C
GUARDRAIL
FMFM* * FMFMBFA146TH STREET
ROAD
WORK
AHEAD ENDROAD WORKROAD
WORK
AHEAD
146TH STREET
146TH S
T
R
E
E
TDITCH ROADDITCH ROADRIGHT LANE
CLOSED
AHEAD
RIGHT LANE
CLOSED
AHEAD
ENDROADWORKPARKHURST DR.SIDEWALK CLOSEDSIDEWALK CLOSEDLEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
W W W
G G G G G GOHU OHU OHU OHUW
W W
LOT 13OWNER:CHRISTOPHER S. &SEEMA M. MERNITZLOT 10OWNER: MICHELE L. &FERNANDO MORALESBLOCK COWNER: WESTCHASE HOA, INC.BLOCK B OWNER:WESTCHASE HOA, INC.WESTCHASE SUBDIVISIONINSTRUMENT NO. 200000051957LOT 12OWNER: JEFFREY K. &EVA M. TOMLINSONLOT 11OWNER: CRAIG B. & KELLY J.ROBBINSLOT 165
OWNER: TODD J. DARLAND &
LOT 152
OWNER: RONALD J. & JUDITH A.HANSON
WARRANTY DEEDBOARD OF COMMISSIONERSOF HAMILTON COUNTYINSTRUMENT NO. 2013066530
A, INC.BFE 886.8
BFE 886.9
BFE 886.7
BFE 886.5
BFE 886.3
FE 886.2ZONE AE
ZONE AE ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
1
24
23
16
17
18
2 33
34
1920 22 21 WWWW
*
**
*
* *
* *
*
*
* *
C.A. A
C.A. C
C.A. C
GUARDRAIL FM* * FMBEDFORDFALLS DR.146TH STREET
GOWER DRIVE
MITCHEL LANEROAD
WORKAHEAD
ROAD
WORK
AHEAD
146TH STREET
146TH S
T
R
E
ETDITCH ROADDITCH ROADCLOSED
AHEAD
CLOSED
AHEAD
ENDROAD WORKENDROAD WORKENDROAD WORKENDROAD WORKLEFT LANE
LEFT
LANE
BALLANTRAE CIR,WARNER TRAILTHOMAS DR.PARKHURST DR.CLOSED
AHEAD
CLOSED
AHEAD
LEFT
LANE
LEFT LANE
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
Know what'sbelow.
before you dig.Call
R
NOTES:
1. DURING THE COURSE OF CONSTRUCTION, ONE LANE REDUCTION WILL BE ALLOWED BETWEEN THE HOURS OF 9AM TO 4PM.
THE LANE MUST BE REOPENED AT THE END OF EACH DAY THAT IT IS CLOSED.
2. THE BARRICADES SHALL BE MOVED TO THE EDGE OF PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW FOR
UNOBSTRUCTED TRAFFIC FLOW THROUGH THE CONSTRUCTION AREA.
3. FENCING AND BARRICADES SHALL BE PLACED SO AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO
CONSTRUCTION.
4. THE ROAD WORK AHEAD SIGN SHALL ALSO BE COVERED OR TURNED AWAY FROM THE ROADWAY AT TIMES OF NO
CONSTRUCTION.
5. THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS OF THE INDIANA
DEPARTMENT OF TRANSPORTATION STANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS AND ALL SUBSEQUENT REVISIONS.
6. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLASHERS
SPACED EVERY 100'
7. DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, THE CONTRACTOR SHALL KEEP A 10' WIDE LANE OPEN AT ALL
TIMES.
8. THE TRAFFIC MAINTENANCE PLAN SHALL MEET ALL REQUIREMENTS OF THE INDOT WORK ZONE SAFETY MANUAL, CURRENT
ADDITION. CONTRACTOR TO FOLLOW GUIDELINES REFERENCED IN THE INDOT WORK ZONE TRAFFIC CONTROL HANDBOOK.
9. ANY LANE RESTRICTION ON 146TH STREET MUST BE APPROVED BY HAMILTON COUNTY BOARD OF COMMISSIONERS AT A
REGULARLY SCHEDULED MEETING. LANE RESTRICTIONS ARE LIMITED TO WEEKDAYS BETWEEN THE HOURS OF 9AM AND
3PM.
10. A CHANGEABLE MESSAGE SIGN IS REQUIRED FOR ANY LANE RESTRICTION AND MUST BE IN PLACE NOT LESS THAN 7 DAYS
IN ADVANCE OF THE RESTRICTION. THE MESSAGE MUST INFORM MOTORISTS OF THE LANE, DATE AND HOURS. ANY
MESSAGE MUST BE APPROVED BY THE HAMILTON COUNTY HIGHWAY DEPARTMENT.
11. SIGN TYPE/PLACEMENT IN ACCORDANCE WITH THE CURRENT INDIANA MUTCD. ALL SIGNS, TEMPORARY TRAFFIC CONTROL
SIGNS AND BARRICADES MUST COMPLY WITH THE CURRENT INDIANA MUTCD.
MAINTENANCE OF TRAFFIC LEGEND:
- DRUM (PER INDOT SPEC. 801.09) SPACED AS NOTED WITH TYPE C
STEADY BURN LIGHTS.
- ADVANCED WARNING SIGN
- END OF ROAD WORK SIGN
2
2
2
2
10
1
2
W9-3R (36X36) RIGHT LANE CLOSED AHEAD
W4-2R-O (36X36) LANE ENDS MERGE LEFT
W20-1A (36X36) ROAD CONSTRUCTION AHEAD
G20-2 (36X18) END ROAD WORK
DRUM (PER INDOT SPEC 801.09) SPACED AS NOTED
FLASHING CAUTION ARROW BOARD
R9-9 (24X12) SIDEWALK CLOSED
SIGNAGE SCHEDULE:C405 MOT PlanC405MAINTENANCE OF TRAFFIC PLANW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C405 MOT Plan.dwgLAYOUT: C405DATE/TIME: August 31, 2022 - 10:53amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW
S
N
E
PROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
CONSTRUCTION AT ENTRANCE
CONSTRUCTION IN MEDIAN
W
S
N
E
4
4
4
4
30
2
W9-3L (36X36) LEFT LANE CLOSED AHEAD
W4-2L-O (36X36) LANE ENDS MERGE RIGHT
W20-1A (36X36) ROAD CONSTRUCTION AHEAD
G20-2 (36X18) END ROAD WORK
DRUM (PER INDOT SPEC 801.09) SPACED AS NOTED
FLASHING CAUTION ARROW BOARD
SIGNAGE SCHEDULE:
11/07/22
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
TOC
R.
= TOP OF CASTING
= RADIUS
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
D = LIMITS OF DISTURBANCEDDDDD
D
DDDDDDDDDDDDDDDDDDDDDD D D D D D D D D DD D D D DDDDDDDD DDDDDD D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD146TH STREET
VAR. WIDTH ROW PARKHURSTBIRDSONG LANE
146TH
STREET
QUAIL POINT DRIVE
BFE 886.8
BFE 886.9
BFE 886.7
BFE 886.5
BFE 886.3
BFE 886.2ZONE AE
ZONE AE
ZONE AE
ZONE AE
POND 1
26
1
7
8
9 11
12
10
13
28
27
24
25
23
16
17
18
14
3
2
5
4
29
30
31
32
33
34
1920 22
6
21
15
W W W W WWWWWWWWWWWWWWW
WWWWWW
W W W WW WWWWWWWWWWW W W W W WBEDFORDFALLS DR.
GOWER DRIVE
BIRDSONG
LANEMITCHEL LANEBEDFORDFALLS DRIVE*
**
*
* *
*
*
**
* *
*
*
* *
**
*
*
C.A. AC.A. A
C.A.
B
C.A. A
C.A. C
C.A. C
GUARDRAIL
FMFMFMFMFMFMFM* * FMFMFMFMFMFMFMONLY
Know what'sbelow.
before you dig.Call
R
W
S
N
E
NOTES
1. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO CHAPTER 2 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD), CURRENT REVISION.
2. ALL ROOF DOWNSPOUTS, ROOF DRAINS, OR ROOF DRAINAGE PIPING SHALL DISCHARGE ONTO THE GROUND, AS A LEGAL
DISCHARGE, OR DIRECTLY CONNECTED TO THE STORM DRAINAGE SYSTEM AS A LEGAL CONNECTION OR LEGAL DISCHARGE
AS DEFINED IN THE CITY OF CARMEL PROPERTY MAINTENANCE CODE.
3. SQUARE POSTS SIZED IN ACCORDANCE WITH INDOT STANDARD DRAWING E 802-SNGS-07.
·UNREINFORCED ANCHOR BASE INSTALLED PER INDOT STANDARD DRAWING E 802-SNGS-09.
·FOR STREET NAME SIGNS USE TYPE 11 SQUARE POST
·FOR POSTS MOUNTED ON CONCRETE - SNAP-N-SAFE MODEL S200S (TYPE II POST) OR MODEL S225S (TYPE I POST) FLUSH
MOUNT BRACKETS SHALL BE USED.
4. SIGN TYPE/PLACEMENT IN ACCORDANCE WITH THE CURRENT INDIANA MUTCD. ALL SIGNS, TEMPORARY TRAFFIC CONTROL
SIGNS AND BARRICADES MUST COMPLY WITH THE CURRENT INDIANA MUTCD.
5. SIGN MATERIALS IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS SEC 919.
·SIGN SHEETING IN ASTM TYPE IV OR BETTER
·WARNING SIGNS SHALL BE FLUORESCENT YELLOW
·PEDESTRIAN SIGNS SHALL BE FLUORESCENT YELLOW-GREEN
6. PER MUTCD, STREET NAME SIGNS ON MULTI-LANE FACILITIES MUST HAVE 8" CAPITAL LETTER/NUMBERS AND 6" LOWERCASE
LETTERS ON AN 18" BLADE.
·STREET NAMES SIGNS SHALL HAVE WHITE BORDERS
·18" BLADES WILL BE SINGLE SIDED AND BOLTED DIRECTLY TO THE POST.
··POST LENGTH MUST BE INCREASED BY 36"
··DEPENDING NO BLADE LENGTH, SCRAP POST SHOULD BE BOLTED BETWEEN TWO SINGLE SIDED BLADES FOR
SUPPORT.
TRAFFIC LEGEND
SYMBOL TYPE SPECIFICATION QUANTITY
SPEED LIMIT (20 MPH) FIG, P-15D 3
STOP SIGN R1-1 6
STREET SIGN FIG, P-15D 3
STREET LIGHT SEE DETAIL 4
NO LEFT TURN R3-2 2
ONE WAY R6-1R 1
KEEP RIGHT R4-7 1
OM3-L 1
C406 Sign & SSD PlanC406SIGN & SSD PLANW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C406 Sign & SSD Plan.dwgLAYOUT: C406DATE/TIME: August 31, 2022 - 10:54amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
11/07/22
C407 Street DetailsC407STREET DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C407 Street Details.dwgLAYOUT: C407DATE/TIME: August 31, 2022 - 10:54amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22
C407 Street DetailsC408STREET DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C407 Street Details.dwgLAYOUT: C408DATE/TIME: August 31, 2022 - 10:54amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22
C407 Street DetailsC408STREET DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C407 Street Details.dwgLAYOUT: C409DATE/TIME: August 31, 2022 - 10:54amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22
KIRKLEES DRIVE26178911121013282724252316171814325429303132333419202262115WWWW
W
W
W
W
W W W W W W W W W
W WWWWWWWWWWWWWWWWWWWWWWW******************SANSANSANSANC.A. AC.A. AC.A.BC.A. AC.A. CSANSANSANSANSANSANSANSANSANFMFMFMFMFMFMFMBE DFOR
D
FA LLS D
R.GOWER DRIVEBIRDSONGLANEMITCHEL LANE
BEDFORD
FALLS DRIVEFMFMFMFMFMFMFM
870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905
FINISHED GRADE
EXISTING GRADE
PROFILE LEGENDCONCRETE CRADLELEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
Know what'sbelow.
before you dig.Call
R
N
W
E
S
SANITARY SEWER NOTES
1. THE CONTRACTOR SHALL CONTACT APPLICABLE UNDERGROUND-PLANT PROTECTION/LOCATION
SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK.
2. THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR ENGINEER IF 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.
3. 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.
4. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE
DURING CONSTRUCTION IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
5. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITY OWNERS TO VERIFY ANY AND ALL
FEES ASSOCIATED WITH THE INSTALLATION OF UTILITIES.
6. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A.
STANDARDS FOR WORKER SAFETY.
7. ANY PART OF SANITARY TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE
BACKFILLED WITH GRANULAR MATERIAL.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF
EXISTING UTILITIES, STRUCTURES, PIPES, AND PAVEMENTS. AS RELATED TO THEIR WORK.
NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS.
9. CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE,
SHALL BE MAINTAINED AT 10' HORIZONTAL AND 18" VERTICAL.
10. CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSINGS WHEN THE VERTICAL
SEPARATION AS MEASURED FROM THE EXTERIOR OF THE PIPES, BETWEEN SANITARY SEWERS,
WATER MAINS AND STORM SEWERS IS 18" OR LESS.
11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE
AS NECESSARY TO RETURN IT TO IT'S CONDITION PRIOR TO CONSTRUCTION.
12. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE
DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF
SOILS.
13. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
14. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE
TRAFFIC BEARING RINGS AND COVERS RATED FOR H20 LOADING.
15. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO SANITARY SEWER INSTALLATION.
16. SANITARY SEWER LATERALS SHALL BE BACKFILLED WITH GRANULAR MATERIAL FOR THE ENTIRE
LENGTH OF THE PIPE.
17. ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
18. CLEANOUTS ARE REQUIRED WITHIN 18-60 INCHES OF THE BUILDING AND EVERY 100 FEET ALONG
THE LATERAL.
19. LATERALS STATIONS ALONG GRAVITY MAIN ARE FROM THE NEAREST DOWNSTREAM MANHOLE.
20. REFER TO ASTM D2321 FOR INSTALLATION OF PVC SANITARY SEWER.
21. ALL SANITARY SEWER TO HAVE DEFLECTION AND LEAKAGE TESTING
AS PER CODE 327 IAC 3-6-19.C500 Sanitary PnPC500SANITARY PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C500 Sanitary PnP.dwgLAYOUT: C500DATE/TIME: August 31, 2022 - 10:55amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
11/07/22
SANITARY SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
STRUCTURE
TYPE
TOP OF
CASTING CASTING TYPE INVERT
SANITARY SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE SIZE MATERIAL LENGTH SLOPEKIRKLEES DRIVE26178911121013282724252316171814325429303132333419202262115WWWW
W
W
W
W
W W W W W W W W W
W WWWWWWWWWWWWWWWWWWWWWWW******************SANSANSANSANC.A. AC.A. AC.A.BC.A. AC.A. CSANSANSANSANSANSANSANSANSANFMFMFMFMFMFMFMBE DFOR
D
FA LLS D
R.GOWER DRIVEBIRDSONGLANEMITCHEL LANE
BEDFORD
FALLS DRIVEFMFMFMFMFMFMFM
870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905
CONCRETE CRADLE0+001+00 2+003+00
FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
BF-489
BF-491
BF-492
BF-493
BF-495
BF-496
KB-710
48'' DIA. MANHOLE
48'' DIA. MANHOLE
48'' DIA. MANHOLE
48'' DIA. MANHOLE
48'' DIA. MANHOLE
48'' DIA. MANHOLE
EXISTING MANHOLE
898.03
897.11
895.00
897.04
897.77
893.63
893.28
R-1772
R-1772
R-1772
R-1772
R-1772
R-1772
EXISTING
INV IN = 886.16(NW)
INV OUT = 886.06(E)
INV IN = 887.02(N)
INV OUT = 886.92(SE)
INV OUT = 888.63(S)
INV IN = 885.07(NW)
INV OUT = 884.97(S)
INV IN = 885.51(N)
INV IN = 885.51(W)
INV OUT = 885.41(SE)
INV OUT = 887.46(S)
INV IN = 883.69(W)
INV IN = 883.88(N)
INV OUT = 883.68(SE)
R-1916
BF-489
BF-491
BF-492
BF-493
BF-495
BF-496
BF-495
BF-489
BF-491
KB-710
BF-493
BF-495
8"
8"
8"
8"
8"
8"
PVC
PVC
PVC
PVC
PVC
PVC
130'
180'
383'
242'
75'
464'
0.42%
0.42%
0.42%
0.45%
0.45%
0.42%
Know what'sbelow.
before you dig.Call
R
SANITARY SEWER NOTES
1. THE CONTRACTOR SHALL CONTACT APPLICABLE UNDERGROUND-PLANT PROTECTION/LOCATION
SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK.
2. THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR ENGINEER IF 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.
3. 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.
4. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE
DURING CONSTRUCTION IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
5. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITY OWNERS TO VERIFY ANY AND ALL
FEES ASSOCIATED WITH THE INSTALLATION OF UTILITIES.
6. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A.
STANDARDS FOR WORKER SAFETY.
7. ANY PART OF SANITARY TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE
BACKFILLED WITH GRANULAR MATERIAL.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF
EXISTING UTILITIES, STRUCTURES, PIPES, AND PAVEMENTS. AS RELATED TO THEIR WORK.
NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS.
9. CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE,
SHALL BE MAINTAINED AT 10' HORIZONTAL AND 18" VERTICAL.
10. CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSINGS WHEN THE VERTICAL
SEPARATION AS MEASURED FROM THE EXTERIOR OF THE PIPES, BETWEEN SANITARY SEWERS,
WATER MAINS AND STORM SEWERS IS 18" OR LESS.
11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE
AS NECESSARY TO RETURN IT TO IT'S CONDITION PRIOR TO CONSTRUCTION.
12. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE
DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF
SOILS.
13. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
14. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE
TRAFFIC BEARING RINGS AND COVERS RATED FOR H20 LOADING.
15. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO SANITARY SEWER INSTALLATION.
16. SANITARY SEWER LATERALS SHALL BE BACKFILLED WITH GRANULAR MATERIAL FOR THE ENTIRE
LENGTH OF THE PIPE.
17. ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
18. CLEANOUTS ARE REQUIRED WITHIN 18-60 INCHES OF THE BUILDING AND EVERY 100 FEET ALONG
THE LATERAL.
19. LATERALS STATIONS ALONG GRAVITY MAIN ARE FROM THE NEAREST DOWNSTREAM MANHOLE.
20. REFER TO ASTM D2321 FOR INSTALLATION OF PVC SANITARY SEWER.
21. ALL SANITARY SEWER TO HAVE DEFLECTION AND LEAKAGE TESTING
AS PER CODE 327 IAC 3-6-19.C500 Sanitary PnPC501SANITARY PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C500 Sanitary PnP.dwgLAYOUT: C501DATE/TIME: August 31, 2022 - 10:55amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
N
W
E
S
11/07/22
C501 Sanitary SpecsC501SANITARY SPECIFICATIONS & DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C501 Sanitary Specs.dwgLAYOUT: C501DATE/TIME: February 16, 2022 - 11:26amPLOTTED BY: hansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22
C501 Sanitary SpecsC502SANITARY SPECIFICATIONS & DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C501 Sanitary Specs.dwgLAYOUT: C502DATE/TIME: August 31, 2022 - 10:55amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22
C501 Sanitary SpecsC503SANITARY SPECIFICATIONS & DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C501 Sanitary Specs.dwgLAYOUT: C503DATE/TIME: August 31, 2022 - 10:55amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22
W W W W W W W W
EG G G G G G G G G G G G G G G G G G G G G G G
GG WOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
W
W W W W W W W W W WSTREET
BFE 886.8
BFE 886.9
BFE 886.7
BFE 886.5
BFE 886.3
BFE 886.2ZONE AE
ZONE AE
ZONE AE
ZONE AE
POND 1
1
24
23
16
17
18
2 33
34
1920 22 21 WWWWWWWWWWWWWWWW W W W W WBEDFORDFALLS DR.GOWER DRIVE
*
**
*
* *
* *
*
*
* *
C.A. A
C.A. C
C.A. C
GUARDRAIL
FMFMFMFMFMFMFM* * FMFMFMFMFMFMFM870
875
880
885
890
895
900
905
910
870
875
880
885
890
895
900
905
910
FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
Know what'sbelow.
before you dig.Call
R
W
S
N
E
STORM SEWER 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.
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 LOCATIONS 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, AND OTHER FACILITIES 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 CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, SIZES, AND
ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS AS
RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
10. MINIMUM CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND
DOMESTIC/FIRE LINE SERVICE, SHALL BE 10' HORIZONTAL AND 18" VERTICAL.
11. CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING 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 CONTRACTOR'S RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
IT'S CONDITION PRIOR TO CONSTRUCTION.
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. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER
INSTALLATION.
16. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW
FINISH GRADE ELEVATIONS.
17. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
18. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTIONS AT STRUCTURES ARE WATERTIGHT.
19. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS RATED FOR
H20 LOADING.
20. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH AND UNIFORMLY
POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
21. 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.
22. IF HDPE PIPE IS SPECIFIED, USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR
APPROVED EQUAL.
23. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS,
CLEANOUTS, REDUCERS, ETC., SHALL BE HDPE MATERIAL; IF SPECIFIED,
COMPARABLE WITH STORAGE PIPES.
24. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE
COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.
25. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM
SEWER CONNECTION.
26. PROPOSED STORM SEWERS TO BE OWNED BY HAMILTON COUNTY.C600 Storm PnPC600STORM PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C600 Storm PnP.dwgLAYOUT: C600DATE/TIME: August 31, 2022 - 10:56amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
STORM SEWER CONSTRUCTION NOTES
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND
AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION
PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE
TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL
REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN
ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW
CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT
EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
11/07/22
ZONE AE
POND 1
1 23 18 34
1920 22 21 WWWWWWWWWW W W W W W
*
**
*
* *
*
*
* *
C.A. A
C.A. C
C.A. C
FMFMFMFMFMFMFMBEDFORDFALLS DR.GOWER DRIVE
FMFMFMFMFMFMFM870
875
880
885
890
895
900
905
910
870
875
880
885
890
895
900
905
910
LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
Know what'sbelow.
before you dig.Call
R
W
S
N
E
STORM SEWER 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.
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 LOCATIONS 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, AND OTHER FACILITIES 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 CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, SIZES, AND
ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS AS
RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
10. MINIMUM CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND
DOMESTIC/FIRE LINE SERVICE, SHALL BE 10' HORIZONTAL AND 18" VERTICAL.
11. CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING 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 CONTRACTOR'S RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
IT'S CONDITION PRIOR TO CONSTRUCTION.
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. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER
INSTALLATION.
16. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW
FINISH GRADE ELEVATIONS.
17. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
18. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTIONS AT STRUCTURES ARE WATERTIGHT.
19. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS RATED FOR
H20 LOADING.
20. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH AND UNIFORMLY
POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
21. 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.
22. IF HDPE PIPE IS SPECIFIED, USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR
APPROVED EQUAL.
23. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS,
CLEANOUTS, REDUCERS, ETC., SHALL BE HDPE MATERIAL; IF SPECIFIED,
COMPARABLE WITH STORAGE PIPES.
24. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE
COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.
25. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM
SEWER CONNECTION.
26. PROPOSED STORM SEWERS TO BE OWNED BY HAMILTON COUNTY.C600 Storm PnPC601STORM PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C600 Storm PnP.dwgLAYOUT: C601DATE/TIME: August 31, 2022 - 10:57amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
STORM SEWER CONSTRUCTION NOTES
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND
AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION
PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE
TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL
REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN
ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW
CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT
EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
11/07/22
870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905
FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND CONCRETE CRADLE2617891112101328272425233254293031323334192022621WW
W
W
W
W
W
W W W W W W W W W
W WWWWWWWWWWWWWWWWWWWWWWW****************C.A. AC.A.BC.A. AC.A. CFMFMFMFMFMFMFMBE DFOR
D
F A LLS DR.GOWER DRIVEBIRDSONGLANEMITCHEL LANE
BEDFORD
FALLS DRIVEFMFMFMFMFMFMFM LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
Know what'sbelow.
before you dig.Call
R
N
W
E
S
STORM SEWER 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.
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 LOCATIONS 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, AND OTHER FACILITIES 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 CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, SIZES, AND
ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS AS
RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
10. MINIMUM CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND
DOMESTIC/FIRE LINE SERVICE, SHALL BE 10' HORIZONTAL AND 18" VERTICAL.
11. CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING 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 CONTRACTOR'S RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
IT'S CONDITION PRIOR TO CONSTRUCTION.
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. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER
INSTALLATION.
16. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW
FINISH GRADE ELEVATIONS.
17. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
18. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTIONS AT STRUCTURES ARE WATERTIGHT.
19. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS RATED FOR
H20 LOADING.
20. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH AND UNIFORMLY
POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
21. 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.
22. IF HDPE PIPE IS SPECIFIED, USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR
APPROVED EQUAL.
23. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS,
CLEANOUTS, REDUCERS, ETC., SHALL BE HDPE MATERIAL; IF SPECIFIED,
COMPARABLE WITH STORAGE PIPES.
24. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE
COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.
25. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM
SEWER CONNECTION.
26. PROPOSED STORM SEWERS TO BE OWNED BY HAMILTON COUNTY.C600 Storm PnPC602STORM PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C600 Storm PnP.dwgLAYOUT: C602DATE/TIME: August 31, 2022 - 10:57amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
STORM SEWER CONSTRUCTION NOTES
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND
AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION
PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE
TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL
REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN
ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW
CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT
EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
11/07/22
C603 Storm DetailsC604STORM DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C603 Storm Details.dwgLAYOUT: C603DATE/TIME: March 30, 2022 - 4:15pmPLOTTED BY: hansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22
870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905
FINISHED GRADE
EXISTING GRADE
PROFILE LEGENDCONCRETE CRADLE26178911121013282724252316171814325429303132333419202262115WWWW
W
W
W
W
W
W W W W W W W W W
W
W WWWWWWWWWWWWWWWWWWWWWW******************C.A. AC.A.BC.A. AC.A. CFMFMFMFMFMFMFMBE DFOR
D
FA LLS D
R.GOWER DRIVEBIRDSONGLANEMITCHEL LANE
BEDFORD
FALLS DRIVEFMFMFMFMFMFMFM LEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
UD = SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
Know what'sbelow.
before you dig.Call
R
N
W
E
S
STORM SEWER 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.
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 LOCATIONS 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, AND OTHER FACILITIES 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 CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, SIZES, AND
ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS AS
RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
10. MINIMUM CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND
DOMESTIC/FIRE LINE SERVICE, SHALL BE 10' HORIZONTAL AND 18" VERTICAL.
11. CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING 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 CONTRACTOR'S RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
IT'S CONDITION PRIOR TO CONSTRUCTION.
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. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER
INSTALLATION.
16. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW
FINISH GRADE ELEVATIONS.
17. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
18. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTIONS AT STRUCTURES ARE WATERTIGHT.
19. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS RATED FOR
H20 LOADING.
20. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH AND UNIFORMLY
POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
21. 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.
22. IF HDPE PIPE IS SPECIFIED, USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR
APPROVED EQUAL.
23. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS,
CLEANOUTS, REDUCERS, ETC., SHALL BE HDPE MATERIAL; IF SPECIFIED,
COMPARABLE WITH STORAGE PIPES.
24. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE
COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.
25. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM
SEWER CONNECTION.
26. PROPOSED STORM SEWERS TO BE OWNED BY HAMILTON COUNTY.C600 Storm PnPC603STORM PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C600 Storm PnP.dwgLAYOUT: C603DATE/TIME: August 31, 2022 - 10:57amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
STORM SEWER CONSTRUCTION NOTES
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND
AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION
PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE
TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL
REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN
ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW
CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT
EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
11/07/22
C603 Storm DetailsC605STORM DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C603 Storm Details.dwgLAYOUT: C603DATE/TIME: July 21, 2022 - 11:54amPLOTTED BY: hansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
WQ601
497
498
499
600
602
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
TOP OF
CASTING
890.56
892.22
883.42
885.94
885.68
890.17
890.00
889.80
889.70
890.40
891.05
891.04
889.30
888.70
893.90
894.53
894.53
894.10
891.23
891.24
891.24
STRUCTURE
TYPE
WATER QUALITY STRUCTURE, 96'' DIA.
EXISTING FLARED END SECTION
EXISTING FLARED END SECTION
EXISTING MANHOLE
FLARED END SECTION, 30'' DIA.
48'' DIA. MANHOLE
BEEHIVE INLET, 60'' DIA.
BEEHIVE INLET, 60'' DIA.
BEEHIVE INLET, 60'' DIA.
BEEHIVE INLET, 48'' DIA.
CURB INLET, 48'' DIA.
CURB INLET, 48'' DIA.
BEEHIVE INLET, 24 X 24
BEEHIVE INLET, 48'' DIA.
BEEHIVE INLET, 48'' DIA.
CURB INLET, 48'' DIA.
CURB INLET, 48'' DIA.
BEEHIVE INLET, 48'' DIA.
BEEHIVE INLET, 24 X 24
CURB INLET, 48'' DIA.
CURB INLET, 48'' DIA.
CASTING TYPE
PER MANUFACTURER
N/A
N/A
EXISTING
N/A
R-1772
R-4342
R-4342
R-4342
R-4342
R-3501-TR
R-3501-TR
R-4342
R-4342
R-4342
R-3501-TR
R-3501-TL
R-4342
R-4342
R-3501-TR
R-3501-TL
INVERT
INV IN (S)= 883.34 (15" RCP)
INV OUT (S)= 883.34 (15" RCP)
INV OUT (W)= 890.97 (12" EX. STM)
INV IN (W)= 880.00 (36" EX. STM)
INV IN (NW)= 879.95 (36" EX. STM)
INV OUT (E)= 879.95 (36" EX. STM)
INV IN (W)= 882.80 (30" RCP)
INV IN (W)= 883.41 (30" RCP)
INV IN (S)= 883.41 (15" RCP)
INV IN (N)= 883.27 (15" RCP)
INV OUT (E)= 883.27 (30" RCP)
INV OUT (N)= 883.41 (15" RCP)
INV IN (N)= 883.70 (30" RCP)
INV OUT (E)= 883.60 (30" RCP)
INV IN (W)= 884.30 (30" RCP)
INV OUT (S)= 884.20 (30" RCP)
INV IN (S)= 885.12 (24" RCP)
INV IN (W)= 884.72 (15" RCP)
INV OUT (E)= 884.62 (30" RCP)
INV IN (W)= 885.30 (15" RCP)
INV OUT (E)= 885.20 (15" RCP)
INV IN (SW)= 885.60 (12" RCP)
INV OUT (E)= 885.50 (15" RCP)
INV IN (W)= 885.94 (12" RCP)
INV OUT (NE)= 885.84 (12" RCP)
INV OUT (E)= 886.10 (12" RCP)
INV IN (S)= 883.95 (15" RCP)
INV OUT (N)= 883.85 (15" RCP)
INV IN (S)= 885.40 (15" RCP)
INV OUT (N)= 885.30 (15" RCP)
INV IN (S)= 885.95 (15" RCP)
INV OUT (N)= 885.85 (15" RCP)
INV IN (S)= 886.20 (15" RCP)
INV OUT (N)= 886.10 (15" RCP)
INV IN (S)= 886.70 (15" RCP)
INV OUT (N)= 886.60 (15" RCP)
INV IN (W)= 887.40 (12" RCP)
INV OUT (N)= 887.30 (15" RCP)
INV IN (S)= 886.01 (24" RCP)
INV OUT (N)= 885.91 (24" RCP)
INV IN (S)= 886.41 (21" RCP)
INV OUT (N)= 886.16 (24" RCP)
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
618
620
621
622
623
624
625
626
627
628
629
630
631A
631
632
633
634
635
640
641
642
TOP OF
CASTING
892.10
894.80
896.74
896.74
892.50
893.00
893.40
894.77
894.79
893.40
893.55
893.55
885.72
889.20
893.46
890.19
888.83
890.12
886.10
890.90
896.92
STRUCTURE
TYPE
BEEHIVE INLET, 48'' DIA.
BEEHIVE INLET, 48'' DIA.
CURB INLET, 24 X 24
CURB INLET, 24 X 24
BEEHIVE INLET, 24 X 24
BEEHIVE INLET, 24 X 24
BEEHIVE INLET, 24 X 24
CURB INLET, 48'' DIA.
CURB INLET, 48'' DIA.
BEEHIVE INLET, 24 X 24
CURB INLET, 24 X 24
CURB INLET, 24 X 24
FLARED END SECTION, 36'' DIA.
BEEHIVE INLET, 60'' DIA.
60'' DIA. MANHOLE
BEEHIVE INLET, 60'' DIA.
FLARED END SECTION, 12'' DIA.
FLARED END SECTION, 12'' DIA.
OUTLET CONTROL STRUCTURE, 48 X 48
FLARED END SECTION, 12'' DIA.
CURB INLET, 24 X 24
CASTING TYPE
R-4342
R-4342
R-3501-TR
R-3501-TR
R-4342
R-4342
R-4342
R-3501-TL
R-3501-TR
R-4342
R-3501-TR
R-3501-TL
N/A
R-4342
R-1772
R-4342
N/A
N/A
SEE DETAIL
N/A
R-3501-TL
INVERT
INV IN (S)= 887.85 (15" RCP)
INV IN (W)= 887.85 (15" RCP)
INV IN (E)= 888.10 (12" RCP)
INV OUT (N)= 887.35 (21" RCP)
INV IN (W)= 890.90 (12" RCP)
INV IN (E)= 890.90 (12" RCP)
INV OUT (N)= 890.65 (15" RCP)
INV IN (SW)= 892.54 (12" RCP)
INV OUT (E)= 892.44 (12" RCP)
INV OUT (NE)= 892.74 (12" RCP)
INV IN (W)= 889.30 (12" RCP)
INV OUT (E)= 889.20 (12" RCP)
INV IN (NW)= 889.80 (12" RCP)
INV OUT (E)= 889.70 (12" RCP)
INV OUT (SE)= 890.20 (12" RCP)
INV IN (W)= 889.45 (12" RCP)
INV OUT (E)= 889.20 (15" RCP)
INV IN (W)= 889.90 (12" RCP)
INV OUT (E)= 889.80 (12" RCP)
INV OUT (E)= 890.45 (12" RCP)
INV IN (E)= 889.40 (12" RCP)
INV OUT (W)= 889.30 (12" RCP)
INV OUT (W)= 889.55 (12" RCP)
INV IN (NW)= 882.30 (36" RCP)
INV IN (W)= 882.51 (36" RCP)
INV OUT (SE)= 882.41 (36" RCP)
INV IN (W)= 883.23 (36" RCP)
INV OUT (E)= 883.13 (36" RCP)
INV OUT (E)= 884.00 (36" RCP)
INV IN (W)= 887.58 (12" RCP)
INV OUT (E)= 888.87 (12" RCP)
INV OUT (SE)= 880.80 (36" EX. STM)
INV IN (E)= 889.65 (12" RCP)
INV IN (SE)= 892.72 (12" RCP)
INV OUT (W)= 892.62 (12" RCP)
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
497
499
602
602
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
DOWNSTREAM
STRUCTURE
641
498
WQ601
600
602
603
604
605
606
607
608
602
610
611
612
613
614
605
616
SIZE
12"
12"
36"
15"
30"
30"
30"
30"
15"
15"
12"
12"
15"
15"
15"
15"
15"
15"
24"
24"
MATERIAL
RCP
EX. STM
EX. STM
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
LENGTH
32'
92'
32'
27'
123'
65'
187'
138'
137'
64'
41'
30'
15'
203'
90'
32'
103'
216'
132'
32'
SLOPE
1.07%
1.07%
-0.16%
0.26%
0.38%
0.29%
0.27%
0.23%
0.35%
0.31%
0.58%
0.53%
2.88%
0.66%
0.50%
0.47%
0.39%
0.28%
0.60%
0.47%
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
618
620
621
622
623
624
625
626
627
628
629
630
631
632
633
635
640
642
643
WQ601
DOWNSTREAM
STRUCTURE
617
618
620
621
615
623
624
618
626
627
618
629
631A
631
632
634
499
620
642
602
SIZE
21"
15"
12"
12"
12"
12"
12"
15"
12"
12"
12"
12"
36"
36"
36"
12"
36"
12"
12"
15"
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
EX. STM
RCP
RCP
RCP
LENGTH
97'
342'
112'
32'
312'
97'
97'
122'
32'
126'
122'
32'
49'
287'
361'
46'
236'
113'
32'
27'
SLOPE
0.97%
0.82%
1.37%
0.63%
0.58%
0.41%
0.41%
1.11%
1.09%
0.44%
0.98%
0.47%
0.22%
0.22%
0.21%
2.83%
0.36%
1.53%
0.62%
0.26%
STORM SEWER 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.
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 LOCATIONS 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, AND OTHER FACILITIES 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 CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, SIZES, AND
ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS AS
RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
10. MINIMUM CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND
DOMESTIC/FIRE LINE SERVICE, SHALL BE 10' HORIZONTAL AND 18" VERTICAL.
11. CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING 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 CONTRACTOR'S RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
IT'S CONDITION PRIOR TO CONSTRUCTION.
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. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER
INSTALLATION.
16. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW
FINISH GRADE ELEVATIONS.
17. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
18. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTIONS AT STRUCTURES ARE WATERTIGHT.
19. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS RATED FOR
H20 LOADING.
20. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH AND UNIFORMLY
POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
21. 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.
22. IF HDPE PIPE IS SPECIFIED, USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR
APPROVED EQUAL.
23. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS,
CLEANOUTS, REDUCERS, ETC., SHALL BE HDPE MATERIAL; IF SPECIFIED,
COMPARABLE WITH STORAGE PIPES.
24. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE
COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.
25. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM
SEWER CONNECTION.
26. PROPOSED STORM SEWERS TO BE OWNED BY HAMILTON COUNTY.C600 Storm PnPC604STORM PLAN & PROFILEW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C600 Storm PnP.dwgLAYOUT: C604DATE/TIME: August 31, 2022 - 10:57amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
STORM SEWER CONSTRUCTION NOTES
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND
AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION
PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE
TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL
REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN
ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW
CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT
EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
11/07/22
C603 Storm DetailsC605STORM DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C603 Storm Details.dwgLAYOUT: C603DATE/TIME: August 31, 2022 - 10:57amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22
STRUCTURES 602 & WQ601
STR WQ601
CS-8
STR 602
108" DIA MANHOLE
STRUCTURE
INV = 883.27
INV = 883.27
WEIR ELEV = 887.84
INV = 883.41
INV = 883.41
INV = 883.34
INV = 883.34
27' OF 24" RCP
27' OF 24" RCP
30" RCP
30" RCP
4'-0"
15" RCP
INV = 883.41
SECTION A-A SECTION B-B
A
A
BB
POND OUTLET STRUCTURE #640
NOT TO SCALE C603 Storm DetailsC606STORM DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C603 Storm Details.dwgLAYOUT: C604DATE/TIME: August 31, 2022 - 10:57amPLOTTED BY: hansenbfhgEN GI N E E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana14"8" 12"14"
9"4"4"18"3'-6" + DDVARIES6"6'-0"3'-6" + D6"
#5 BARS 12" ON
CENTER BOTH WAYS
STRAIGHT HEADWALL WITH
FLAP GATE
(NO SCALE)D12"MIN.#5 BARS
SPILLWAY DETAIL
(NO SCALE)
11/07/22
W W W W
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146TH STREET
VAR. WIDTH ROW
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BIRDSONG LANE
146TH
STREET
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Know what'sbelow.
before you dig.Call
R
W
S
N
E
LEGEND
W
W
T(A)
E(A)
G
Gas Pole
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED HYDRANT WITH
HYDRANT VALVE
EXISTING HYDRANT WITH
HYDRANT VALVE
BUTTERFLY VALVE
VALVE
BLOWOFF ASSEMBLY
AIR RELIEF VALVE
PLUG
REDUCER
T.J. TEE
M.J. SLEEVE
CROSS
CASING PIPE
GAS LINES
TELEPHONE LINES
ELECTRIC LINES
FUTURE DRIVEWAY
ELECTRIC PEDESTAL
PHONE PEDESTAL
ELECTRICAL TRANSFORMER
SINGLE WATER LATERAL
TELEPHONE POLE
GAS POLE
INLET
TREE
GAS VALVE
PARCEL ID
ADAPTER
BEND
KICKER
BLOCK METER PIT
WATER MAIN NOTES:
1. SEE CONSTRUCTION STANDARDS OF CARMEL WATER FOR THE INSTALLATION
OF WATER MAINS, SERVICE LINES, METERS, AND APPURTENANCES.
2. MINIMUM COVER OVER TOP OF ALL WATER MAINS TO BE 54 INCHES FROM
FINISHED GRADE.
3. ALL VALVES ARE TO BE INSTALLED WITHIN 10' OF AN INTERSECTION OR NEAR
A FIRE HYDRANT.
4. VALVES MUST HAVE POSI-CAP OR EQUIVALENT, FOR VALVE BOX
STABILIZATION AND CENTERING.
5. THE WATER MAIN MUST MAINTAIN A MINIMUM OF 10 FEET OF SEPARATION
WITH THE SEWER MAIN AT ALL TIMES.
6. HYDRANTS SHALL BE PER THE REQUIREMENTS OF THE LOCAL WATER UTILITY.
7. FIRE HYDRANTS SHALL HAVE 5 INCH STORZ CONNECTION (MUELLER MODEL
290220 FOR CASTING AND 290221 CAP OR APPROVED EQUAL). THE 5 INCH
STORZ CONNECTION SHALL FACE THE STREET. HYDRANTS SHALL BE PLACED
BETWEEN THE CURB AND THE SIDEWALK IN THE RIGHT OF WAY.
8. INSTALL ALL DUCTILE IRON WATER MAINS AND ACCESSORIES IN
ACCORDANCE WITH AWWA C600.
9. INSTALL ALL PVC WATER MAINS AND ACCESSORIES IN ACCORDANCE WITH
AWWA C900.
10. WRAP ALL FITTINGS IN POLYETHYLENE ENCASEMENT.
11. THE MAXIMUM SPACING BETWEEN FIRE HYDRANTS IN RESIDENTIAL
NEIGHBORHOODS AND RESIDENTIALLY ZONES AREAS SHALL BE 500 FEET.
12. ALL WATER TO BE RESTRAINED CARMEL WATER STANDARDS.
13. WATER AVAILABILITY FEES WILL BE PAID AT THE TIME OF ACQUIRING THE
BUILDING PERMITS.
14. CARMEL WATER INSPECTION STAFF MUST BE NOTIFIED 48 HOURS PRIOR TO
COMMENCING WITH NEW WATER MAIN CONSTRUCTION.C700 Water PlanC700WATER PLANW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C700 Water Plan.dwgLAYOUT: C700DATE/TIME: August 31, 2022 - 10:58amPLOTTED BY: hansenbfhgEN G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaPROJECT BM
HCBR_5
HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST
HEADWALL OF DITCH ROAD OVER HENLEY CREEK.
ELEV. 888.34 (NAVD 88)
SITE TBM
MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST
CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH
STREET
ELEV.897.25' (NAVD 88)
MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST
CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH
STREET
ELEV. 893.54' (NAVD 88)
LIMITS OF DISTURBANCED
11/07/22
C700 Water SpecsC701WATER SPECIFICATIONS & DETAILSW200515BCHW200515 02-16-2022DASJRV947 W. 146TH STREET, CARMEL, INBEDFORD FALLS OF CARMEL10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYeDATE:1
LOCATION: H:\2020\W200515\Engineering\design\conset\C700 Water Specs.dwgLAYOUT: C701DATE/TIME: August 31, 2022 - 10:58amPLOTTED BY: hansenbfhgENGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild w ith conf idence.SMPart of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana11/07/22