2026-09-01_Carmel_Emergency_WM_to_WWTP.pdf

DRAWINGS PREPARED FOR:

BOARD OF PUBLIC WORKS

LAURA CAMPBELL, PRESIDING OFFICER

JIM BARLOW, MEMBER

ALAN POTASNIK, MEMBER

CARMEL UTILITIES

LANE YOUNG

96TH ST EMERGENCY WM EXTENSION TO WWTP

FOR THE

CITY OF CARMEL UTILITIES

PROJECT NO. 306726-04-001

STATE LOCATION MAP

VICINITY MAP

SCALE: NONE

SCALE: NONE

REGISTERED ENGINEER STATE OF INDIANA NO. 11800823

JOSHUA J. HOOD

SEPTEMBER 2026

HAMILTON

COUNTY

D ra w in g:

X

:\C ar m el

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CARMEL, INDIANA

I-465

KE

YS

TO

NE

P

KW

Y

CARMEL, INDIANA

PROJECT LOCATION

6219 South East Street Indianapolis, Indiana 46227

Phone: (317) 788-4551 - Fax: (317) 788-4553

INDIANAPOLIS

www.wesslerengineering.com

I-6

E 96TH ST

GA

RY

R D

G

AR

Y R

O

AD

E 96TH STREET

H

AZ

EL

D

EL

L

PK

W

Y

RI

VE

R

RO

AD

C R

YS

TA

L R

IV

ER

D R

IV

E

R

IV

ER

R

ID

G

E D

R

IV

E

WWTP

CP

CP 1

CP

CP 2

CP

CP 3

CP

CP 4

CP

CP 5

CP

CP 6

TBM

TBM 7

TBM

TBM 8

CONTROL POINTS

POINT

CP 1

CP 2

CP 3

CP 4

CP 5

CP 6

NORTHING

1704459.779

1704401.992

1704404.014

1704403.582

1704400.085

1704386.241

EASTING

212362.882

212064.366

211541.949

211050.682

210490.531

209898.942

ELEVATION

747.03

747.66

744.26

740.65

739.69

740.12

DESCRIPTION

CAPPED REBAR

CAPPED REBAR

CAPPED REBAR

CAPPED REBAR

CAPPED REBAR

CAPPED REBAR

DRAWING INDEX

SHEET

NO. DESCRIPTION

01 TITLE SHEET

LOCATION AND SCOPE OF WORK PLAN

IMAGERY FROM ESRI.

HORIZONTAL AND VERTICAL

CONTROL INFORMATION

NOTES:

1. SURVEY WORK WAS CONDUCTED IN AUGUST 2026.

2. BEARINGS, DISTANCES, AND COORDINATES ARE INDIANA STATE PLANE,

EAST ZONE, NAD83 (2011) EPOCH 2010.00 AND ARE REPORTED IN U.S.

SURVEY FEET.

3. CONTROL POINTS WERE SET USING GPS.

4. ELEVATIONS ARE NAVD88 DATUM AND ARE BASED ON A GPS

OBSERVATIONS OF CONTROL POINT 1

5. A LEVEL LOOP WAS PERFORMED FOR ALL CONTROL POINTS LISTED

HEREON.

BENCHMARK DESCRIPTION:

TBM NO 7 - NORTHWEST BONNET BOLT OF FIRE HYDRANT ON THE

NORTHEAST CORNER OF GRAY RD AND 96TH STREET

ELEV 741.58

TBM NO 8 - CUT "X" IN TOP OF CURB ON THE NORTH SIDE OF THE

ROUNDABOUT AT THE INTERSECTION OF 96TH STREET AND HAZEL DELL

PARKWAY

ELEV 748.16

100 200 400 FT

1" = 200'

LOCATION PLAN AND DRAWING INDEX

MRE

CRY

JJH

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X :\C ar m el \3

Ca rm el

E m er ge nc y

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SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

WATER MAIN 'LINE A'

SEE SHEETS 04 - 09

02 LOCATION PLAN AND DRAWING INDEX

03 ABBREVIATIONS AND GENERAL NOTES

04 - 09 PLAN AND PROFILE - LINE A

10 - 11 MISCELLANEOUS DETAILS

12 EROSION CONTROL DETAILS

GENERAL NOTES:

1. NOTIFY THE ENGINEER IF ANY CONFLICTING INFORMATION BECOMES APPARENT IN THE CONTRACT

DOCUMENTS AS SOON AS POSSIBLE AND PRIOR TO THE COMMENCEMENT OF ANY WORK IN THE VICINITY OF OR RELATIVE TO THE APPARENT CONFLICT SO THAT CLARIFICATION MAY OCCUR PRIOR TO CONSTRUCTION.

2. ANY ALTERATIONS TO THESE DRAWINGS NOT AUTHORIZED BY WESSLER ENGINEERING AND NOT IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND RECORDS ON FILE AT WESSLER ENGINEERING SHALL RELIEVE WESSLER ENGINEERING OF ANY RESPONSIBILITY FOR THE ACCURACY OF THE DRAWINGS.

3. USE CAUTION DURING THE EXECUTION OF WORK TO PREVENT DAMAGE TO STATE, COUNTY, MUNICIPAL, AND PRIVATE PROPERTY. REPAIR ALL DAMAGES AS A RESULT OF OPERATIONS, INCLUDING DAMAGE TO DRAINAGE STRUCTURES, FIELD TILES, PUBLIC/PRIVATE ROADS, AND LANDSCAPING (INCLUDING FENCING). REPAIR AND

REPLACE DAMAGED ITEMS AT NO ADDITIONAL COST TO THE OWNER. PERFORM ALL REPAIR AND

REPLACEMENT WORK TO THE SATISFACTION OF THE PERMITTING AGENCY, THE OWNER AND THE ENGINEER.

4. TAKE CARE TO AVOID DAMAGE TO PAVED AREAS WHICH ARE NOT SPECIFICALLY CALLED OUT FOR REPAIR OR REPLACEMENT. REPAIR, OR REPLACE ALL SUCH PAVEMENTS WHICH ARE DAMAGED BY CONSTRUCTION

ACTIVITIES AND CONSTRUCTION TRAFFIC AT NO ADDITIONAL COST TO THE OWNER.

5. OBTAIN ALL TEMPORARY EASEMENTS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT AT NO

ADDITIONAL COST TO THE OWNER.

6. COMPLY WITH ALL APPLICABLE PERMITS AND REGULATIONS. APPLICABLE PERMITS ISSUED TO THE OWNER WILL BE MADE AVAILABLE TO THE CONTRACTOR. CONTACT ALL APPLICABLE PERMITTING AGENCIES WITHIN

THE TIME PERIOD SPECIFIED BY THAT AGENCY PRIOR TO BEGINNING CONSTRUCTION.

7. ALL PRIVATE WELL LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. FIELD VERIFY AND

DETERMINE EXACT LOCATIONS OF ALL PRIVATE WELLS IN THE PROJECT AREA.

8. ALL EXISTING AND NEW UTILITY INFORMATION, INCLUDING BUT NOT LIMITED TO LOCATION, SIZE AND INVERT ELEVATION, IS SHOWN BASED UPON AVAILABLE INFORMATION. THE ENGINEER DOES NOT GUARANTEE OR ASSUME SUCH INFORMATION TO BE TRUE, ACCURATE, ALL INCLUSIVE OR EVEN APPROXIMATE. CONTACT THE INDIANA UNDERGROUND PLANT PROTECTION SERVICE (IUPPS) AT LEAST FORTY-EIGHT (48) HOURS IN

ADVANCE OF ANY CONSTRUCTION ACTIVITY. CONTACT NON-MEMBER UTILITIES DIRECTLY.

9. DETERMINE WHICH UTILITIES MAY CONFLICT WITH WORK AND VERIFY THEIR LOCATION, SIZE AND ELEVATION PRIOR TO CONSTRUCTION AND DETERMINE IF THERE ARE ANY DISCREPANCIES OR CONFLICTS. IF ANY DISCREPANCIES OR CONFLICTS ARE DISCOVERED, NOTIFY THE ENGINEER AS SOON AS POSSIBLE.

10. EXISTING UTILITY SERVICE LINES TO INDIVIDUAL CUSTOMERS MAY NOT BE SHOWN ON THE DRAWINGS.

ASSUME THAT UNDERGROUND SERVICE LINES FOR ALL UTILITIES EXIST TO EACH PROPERTY ALONG THE

ROUTE OF THE PLANNED IMPROVEMENTS.

11. COORDINATE ALL WORK WITH THE RESPECTIVE UTILITIES. SCHEDULE WORK ACCORDINGLY, AND NOTIFY ALL

UTILITIES A MINIMUM OF TWO (2) WEEKS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY.

12. COORDINATE PLANNED UTILITY SERVICE INTERRUPTIONS WITH THE RESPECTIVE UTILITIES AND THE UTILITIES' AFFECTED CUSTOMERS. SERVICE INTERRUPTIONS SHOULD NOT LAST MORE THAN FOUR (4) HOURS. GIVE WRITTEN NOTICE TO ALL AFFECTED UTILITY CUSTOMERS AND PROPERTY OWNERS AT LEAST TWENTY-FOUR (24) HOURS BUT NOT MORE THAN SEVENTY-TWO (72) HOURS PRIOR TO ANY PLANNED

INTERRUPTION OF UTILITY SERVICE.

13. USE CAUTION DURING THE EXECUTION OF WORK TO PREVENT DAMAGE TO EXISTING UTILITIES. REPAIR OR REPLACE ALL PUBLIC AND PRIVATE FACILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS.

14. BRACE AND PROTECT ALL UTILITY POLES AND EXISTING STRUCTURES ADJACENT TO NEW EXCAVATIONS.

UTILITY POLE BRACING SHALL BE AS DIRECTED BY THE GOVERNING UTILITY.

15. MAINTAIN EXISTING STORMWATER DRAINAGE FOR THE ENTIRE DURATION OF THE PROJECT.

16. DO NOT DISTURB EXISTING MANHOLES OR INLETS, UNLESS NOTED OTHERWISE.

17. COORDINATE STAGING AREA LOCATIONS WITH THE OWNER.

18. ALL CONSTRUCTION TRAFFIC SHALL USE MAJOR ROADS. NO CONSTRUCTION TRAFFIC SHALL USE LOCAL

STREETS FOR INDIRECT ACCESS.

19. TO CONTROL DUST, REMOVE SOIL FROM STREETS USED BY CONSTRUCTION TRAFFIC DAILY, VACUUM AND

WATER AS NECESSARY AND/OR AS DIRECTED BY THE OWNER.

20. NORTHING AND EASTING INFORMATION IS GIVEN AT CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.

21. PLACE NO. 8 CRUSHED AGGREGATE BETWEEN PIPES AT ALL PIPE CROSSINGS TO PREVENT PIPE SETTLEMENT

UNLESS SHOWN OTHERWISE.

22. VERIFY EXISTING SEWER INVERTS AND LOCATIONS PRIOR TO CONSTRUCTION AND DETERMINE IF THERE ARE

ANY DISCREPANCIES OR CONFLICTS.

23. RESET ALL MAILBOXES AND SIGNS DISTURBED BY CONSTRUCTION ACTIVITIES.

TABLE OF ABBREVIATIONS

ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION

AFF ABOVE FINISHED FLOOR IPS IRON PIPE SIZE

ALUM ALUMINUM ISPC INDIANA STATE PLANE

COORDINATE

APP APPARENT LB POUND(S)

APPROX APPROXIMATE(LY) LF LINEAR FEET

ASPH ASPHALT LN LANE

ASSOC ASSOCIATES LS LIFT STATION

ASTM AMERICAN SOCIETY OF TESTING MATERIALS MA EX MATCH EXISTING

AVE AVENUE MJ MECHANICAL JOINT

AVG AVERAGE MATL MATERIAL

BLDG BUILDING MAX MAXIMUM

BLVD BOULEVARD MH MANHOLE

BM BENCHMARK MIN MINIMUM

CO CLEANOUT MISC MISCELLANEOUS

CI CAST IRON MNFR MANUFACTURER

CL CENTER LINE N NORTHING, NORTH

CMA COLD MIX ASPHALT NGS NATIONAL GEODETIC SURVEY

CMP CORRUGATED METAL PIPE NO. NUMBER

CMU CONCRETE MASONRY UNIT OC ON CENTER

CONC CONCRETE OD OUTSIDE DIAMETER

CONT CONTINUOUS PC POINT OF CURVE (BEGIN CURVE)

CNR CORNER POLY POLYETHYLENE

CP CONTROL POINT PI POINT OF INTERSECTION

CPP CORRUGATED PLASTIC PIPE POT POINT ON TANGENT

CR STN CRUSHED STONE PT POINT OF TANGENT (END CURVE)

CYD CUBIC YARD PSI POUNDS PER SQUARE INCH

D DEPTH PT POINT

DI DUCTILE IRON PVC POLYVINYL CHLORIDE

DI MJ DUCTILE IRON MECHANICAL JOINT R RADIUS

DBL DOUBLE ROW RIGHT-OF-WAY

DIA DIAMETER RCP REINFORCED CONCRETE PIPE

DIP DUCTILE IRON PIPE RD ROAD

DIPS DUCTILE IRON PIPE SIZE S SOUTH

DR DRIVE SR STATE ROUTE

E EASTING, EAST SST STAINLESS STEEL

EF EACH FACE SVA SERVICE VALVE ASSEMBLY

EW EACH WAY SB SOIL BORING

EA EACH SCHED SCHEDULE

EJ EAST JORDAN IRON WORKS SDR STANDARD DIMENSION RATIO

EL ELEVATION SECT SECTION

EX EXISTING SF SQUARE FEET

EXP EXPANSION SHT SHEET

FFE FINISH FLOOR ELEVATION SPECS SPECIFICATION(S)

FM FORCE MAIN SQ SQUARE

FND FOUND SRF STATE REVOLVING FUND

FT FEET ST STREET

FTG FOOTING STA STATION

GALV GALVANIZED SYD SQUARE YARD

GPS GLOBAL POSITIONING SYSTEM TBM TEMPORARY BENCHMARK

HMA HOT MIX ASPHALT TC TOP OF CASTING

HDPE HIGH DENSITY POLYETHYLENE TYP TYPICAL

HORIZ HORIZONTAL UNO UNLESS NOTED OTHERWISE

ID INSIDE DIAMETER USGS US GEOLOGICAL SURVEY

IE INVERT ELEVATION VERT VERTICAL

INC INCORPORATED VLV VALVE

INDOT INDIANA DEPARTMENT OF

TRANSPORTATION W WIDTH, WEST

INSTR INSTRUMENT WSE WATER SURFACE ELEVATION

INV INVERT YR YEAR

*NOTE: THIS TABLE IS A LISTING OF TYPICAL ABBREVIATIONS AND MAY NOT INCLUDE ALL ABBREVIATIONS FOUND WITHIN THIS PLAN SET. IF A QUESTION ARISES ON THE MEANING OF AN ABBREVIATION NOT LISTED IN THIS TABLE, PLEASE CONTACT THE

ENGINEER FOR CLARIFICATION.

EXISTING FEATURES LEGEND

SYMBOL DESCRIPTION DESCRIPTION

BENCH MARK

GROUND LIGHT

TEMPORARY BENCH MARK

MAILBOX

SOIL BORING LOCATION

DOUBLE/MULTIPLE MAILBOX

SECTION CORNER

SIGN - SINGLE POST

CONTROL POINT (SET/FOUND)

SIGN - DOUBLE POST

MAGNETIC NAIL (SET/FOUND)

SIGN - RAILROAD SIGNAL

BOAT SPIKE (SET/FOUND)

SIGN - RAILROAD CROSSING

PK NAIL (SET/FOUND)

TREE - CONIFEROUS

RAILROAD SPIKE (SET/FOUND)

TREE - DECIDUOUS

R/W MARKER - CONCRETE/GRANITE/STONE

STUMP

IRON PIPE/IRON PIN/REBAR (WITH DIAMETER)

ELECTRIC MANHOLE

GAS MANHOLE

WATER MANHOLE

TELEPHONE MANHOLE

TRAFFIC MANHOLE

TRAFFIC HANDHOLE

SANITARY SEWER MANHOLE

DRAINAGE/STORM SEWER MANHOLE

SANITARY SEWER CLEANOUT

CURB INLET

CATCH BASIN

GAS METER

GAS VALVE

GAS SERVICE VALVE

PETROLEUM VALVE

PETROLEUM SHUTOFF VALVE

GAS STATION MONITORING WELL

GAS STATION FILL CAP

NATURAL GAS WELL/STORAGE WELL

WATER METER

WATER VALVE

WATER SERVICE VALVE

WATER WELL

FIRE HYDRANT

CISTERN

ELECTRIC METER

UTILITY PEDESTAL (DEFINED BY UTILITY)

UTILITY MARKER (DEFINED BY UTILITY)

JOINT POWER/TELEPHONE POLE

LIGHT POLE

LIGHT ON POWER POLE

LIGHT ON JOINT POLE

POWER POLE

TELEPHONE POLE

GUY ANCHOR

GUY POLE OR STUB

FLAG POLE

POST

LAMP POST

BM

TBM

SB 01

H Y D

WSO

P SO

PV

GSO

GV

GM

CO

D

H

I

T

W

G

E

R/W

RS

PK

BS

MG

CP

*NOTE: THIS TABLE IS A LISTING OF TYPICAL EXISTING SYMBOLS AND MAY NOT INCLUDE ALL EXISTING SYMBOLS FOUND WITHIN THIS PLAN SET. ALL PROPOSED ITEMS WILL BE CALLED OUT ON THEIR PLAN SHEETS. IF A QUESTION ARISES ON THE MEANING OF ANY SYMBOL NOT LISTED IN THIS TABLE, PLEASE

CONTACT THE ENGINEER FOR CLARIFICATION. THE SYMBOLS ARE NOT TO SCALE.

DESCRIPTIONSYMBOL

AIR CONDITIONING UNIT

ROCK OUTCROP

BEEHIVE INLET

BRASS PLUGBP

CONTROLLER CABINET

DROP INLET

AIR RELEASE VALVE

DRILL HOLE IN CONCRETE/HARRISON MONUMENT

DOWNSPOUT

C CABLE TV MANHOLE

UTILITY RISER (DEFINED BY UTILITY)

MAST ARM POLE

O OTHER MANHOLE

SATELLITE

TRAFFIC SIGNAL STRAIN POLE

SPRINKLER HEADS PH

SPRINKLER CONTROL VALVE

SPH

SIGNAL LOOP DETECTOR BOX

SIGNAL LOOP DETECTOR LOOP

BUSH

AC

TEL TELEPHONE VAULT

WM

WV

WET WELLW W

PROCESS VALVEYARD HYDRANT

VALVE VAULTV V

SEPTIC TANKST

PROPERTY BOUNDARY

RIGHT-OF-WAY - TEMPORARY/PERMANENT

SECTION BOUNDARY

WETLANDS

EASEMENT - CONSTRUCTION/PERMANENT

LOT BOUNDARY

CONTOUR - INTERMEDIATE ELEVATION

CONTOUR - INDEX ELEVATION

OVERHEAD ELECTRIC

OVERHEAD CABLE TV

UNDERGROUND CABLE TV

GAS MAIN

OVERHEAD TELEPHONE

PETROLEUM MAIN

UNDERGROUND ELECTRIC

UNDERGROUND FIBER OPTIC

WATER SERVICE

WATER MAIN

UNDERGROUND TELEPHONE

FORCEMAIN

GRAVITY SEWER PIPE

TOP OF BANK/TOE OF SLOPE

CENTERLINE OF DITCH/SWALE/STREAM

FENCE - FIELD

FENCE - METAL

FENCE - WOOD

GUARDRAIL

TREE/BRUSH LINE

STREAM

DIGESTER GAS

PLANT CHEMICAL LINEAA

S

DS

GW

GFC

GMW

W

CIS

S A T

R R

R R

M M

M

FP

T

P

J

P

L

J

X

XXX

XXX

EM

SYMBOL

PLANT DRAIN LINE

ABBREVIATIONS AND GENERAL NOTES

MRE

CRY

JJH

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

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\D W

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-G S.

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SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

UTILITY CONTACTS

ELECTRIC/GASTELEPHONE/FIBER OPTIC CITIZENS WATERSEWER

CARMEL UTILITIES, SEWER DEPT.

LANE YOUNG - UTILITY DIRECTOR

TRICO REGIONAL SEWER UTILITY

RYAN HARTMAN - DISTRICT ENGINEER

1-317-660-6604

AT&T

JEFF RICE - PROJECT ENGINEER

1-317-225-3313

JAMIE SCHULTZ

1-989-255-7944

CENTERPOINT ENERGY

CHAD MILLER

1-463-210-7243

CITIZENS GAS

RICH MILLER

1-317-927-4684

DUKE ENERGY

MICAELA MLIKOTA

1-317-776-5341

CARMEL WATER

LANE YOUNG - UTILITY DIRECTOR

1-317-571-2442

STEVE COOK

1-317-733-2858

METRO FIBERNET

LORI KEMPER

1-812-213-1050

CHARTER COMMUNICATIONS

STEVE CREECH

1-317-734-0761

E 96TH STREET

CP CP 6

TBM

TBM 7

SB PSLB NO MARKS

SB PSLB US

WV

W V

H Y D

L

SB PSLB OVER ELECTELTEL

TEL TEL TEL

L

W

0+00

1+00 2+00 3+00 4+00

734735736

(ASPH WALKWAY)

(CONC)

(GRASS)

(GRASS)

(ASPH WALKWAY)

(ASPH)

(ASPH)

EX ROW

EX ROW

EX ROW

AMERICAN AGGREGATES CORP

9825 GRAY ROAD

(PLANTER)

D

TC 740.34

36" RCP IE (E) 724.66

15" RCP IE (E) 734.69

12" RCP IE (SW) 735.51

48" RCP IE (N) 723.69

D

TC 740.20

12" RCP IE (S) 736.20

12" RCP IE (W) 736.20

D

TC 740.17

12" RCP IE (E) 735.96

12" RCP IE (S) 735.86

12" RCP IE (W) 735.76

D

TC 740.13

12" RCP IE (E) 734.83

12" RCP IE (S) 734.98

15" RCP IE (W) 734.73

D

TC 739.91

12" RCP IE (E) 735.59

12" RCP IE (S) 735.41

12" RCP IE (W) 735.08

TC 739.73

4" HDPE IE (SE) 736.63

4" HDPE IE (NW) 737.43

12" RCP IE (NE) 734.63

TC 739.63

4" HDPE IE (E) 737.28

4" HDPE IE (W) 737.28

12" RCP IE (N) 737.28

TC 739.55

4" HDPE IE (SE) 736.45

4" HDPE IE (W) 736.35

12" RCP IE (N) 735.85

TC 739.49

4" HDPE IE (E) 737.02

4" HDPE IE (W) 737.02

12" RCP IE (N) 736.41

TC 739.29

4" HDPE IE (E) 736.24

4" HDPE IE (W) 736.19

12" RCP IE (S) 735.34

12" RCP IE (N) 735.44

D

TC 738.65

36" RCP IE (E) 723.39

12" RCP IE (E) 732.49

36" RCP IE (W) 723.54

D

TC 738.52

36" RCP IE (E) 723.69

36" RCP IE (W) 725.52

D

TC 738.10

TC 737.62

12" RCP IE (W) 735.37

EX 36" RCP EX 36" RCPEX 12" RCP

EX 12" RCP

EX 12" RCP

EX 12" RCP

EX 15" RCP

EX 36" RCP

EX

8" R

CP

EX

" R

CP

EX

2" R

CP

EX

2" R

CP

EX

2" R

CP

EX

2" R

CP

EX 4" HDPE

EX 4" HDPE

EX 4" HDPE

EX 4" HDPE

EX 4" HDPE

EX 4" HDPE

EX

2" R

CP

EX 4" HDPE

EX 4" HDPE

EX 4" HDPE

EX 4" HDPE

PROFILE - PR WM - PipeRun 1

0+50 0+00 1+00 2+00 3+00 4+00 4+50+50 +50 +50 +50

EXISTING GRADE

0+40

12" RCP

IE=±735.40

0+25

15" RCP

IE=±734.72

0+71

12" RCP

IE=±735.42

1+14

12" RCP

IE=±736.12

1+65

12" RCP

IE=±736.72

0+18

36" RCP

IE=±724.86

EX

U

GF

DE

PT

H

UN

KN

OW

N

EX

U

GF

DE

PT

H

UN

KN

OW

N

EX

U

GF

DE

PT

H

UN

KN

OW

N

EX

2" F

M

DE

PT

H

UN

KN

OW

N

PROFILE - LINE A

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 5'

5 10 20 FT0

1" = 10'

M

AT

C H

LI

N

E

ST

A 4+

SE

E

SH

EE

T N

O . 5

SCALE: 1"=20'

PLAN - LINE A

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

TP

\D W

G \S he et s\

-P P.

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9/

/2

3:

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L as tS av ed By

: M ich el le

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SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

PLAN AND PROFILE - LINE A

MRE

CRY

JJH

C MAINTAIN 18" VERTICAL CLEARANCE

BETWEEN PROPOSED WATER AND

SEWER PIPING.

D1 HMA "MULTI-USE PATH REPAIR" AND

FULL DEPTH CLASS 1 BACKFILL. SEE

DETAIL ON SHEET 11

D2 HMA "PARKWAY ARTERIAL" STREET

REPAIR AND FULL DEPTH CLASS 1

BACKFILL. SEE DETAIL ON SHEET 11

F CONCRETE SIDEWALK/RAMP REPAIR

AND FULL DEPTH CLASS 1 BACKFILL.

SEE DETAIL ON SHEET 10

X POTENTIAL UTILITY CONFLICT FIELD

VERIFY PRIOR TO CONSTRUCTION.

IP INLET PROTECTION

SF SILT FENCE OR FILTER TUBE

KEYED NOTES

GENERAL NOTES:

1. INSTALL EROSION AND SEDIMENT CONTROL

MEASURES AS NECESSARY TO PROVIDE

ADEQUATE CONTROL FOR THE

CONSTRUCTION AREA.

2. CONTRACTOR TO REPAIR AND REINSTATE

ANY DAMAGED FIELD TILE WITHIN 24 HOURS

OF OCCURRENCE.

IP

IP

IP

SF

12"x6" MJ REDUCER AND TRANSITION FITTINGS, REMOVE PLUG AND CONNECT TO EXISTING

WATER MAIN

C C

C C

X

385 LF 6" HDPE DR11 WATER

MAIN BY HORIZONTAL

DIRECTIONAL DRILL

EX 12" FM

OPENCUT HDD

6" 22.5° MJ BEND

AND TRANSITION

FITTINGS

F

D1

65 LF 6" HDPE DR11

WATER MAIN BY OPEN CUT

4.5' MIN

6" 45° MJ BEND AND

TRANSITION FITTINGS

6" 45° MJ BEND AND

TRANSITION FITTINGS

C 385 LF 6" HDPE DR11

WATER MAIN BY HDD

65 LF 6" HDPE DR11 WATER

MAIN BY OPEN CUT

HDDOPEN

CUT

CP CP 5

W

TEL

TEL

TEL

R/W

TEL

J R/W

J

5+00 6+00 7+00 8+00 9+00

(ASPH WALKWAY)

(GRASS)

(ASPH)

EX ROW

EX ROW

EX ROW

AMERICAN AGGREGATES CORP

9825 GRAY ROAD

(PLANTER)

D

TC 738.96

36" RCP IE (W) 721.11

D

TC 738.72

12" RCP IE (E) 733.09

36" RCP IE (E) 722.47

36" RCP IE (W) 722.27

TC 738.68

15" RCP IE (E) 733.292339

TC 738.18

12" RCP IE (W) 735.84

EX 36" RCPEX 12" RCPEX 36" RCP

PROFILE - PR WM - PipeRun 1

4+50 5+00 6+00 7+00 8+00 9+00 9+50+50 +50 +50 +50

EXISTING GRADE

EX

U

GF

DE

PT

H

UN

KN

OW

N

PROFILE - LINE A

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 5'

5 10 20 FT0

1" = 10'

M

AT

C H

LI

N

E

ST

A 9+

SE

E

SH

EE

T N

O . 6

SCALE: 1"=20'

PLAN - LINE A

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

TP

\D W

G \S he et s\

-P P.

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3:

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: M ich el le

E

SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

PLAN AND PROFILE - LINE A

MRE

CRY

JJH

M

AT

C H

LI

N

E

ST

A 4+

SE

E

SH

EE

T N

O . 4

C MAINTAIN 18" VERTICAL CLEARANCE

BETWEEN PROPOSED WATER AND

SEWER PIPING.

D1 HMA "MULTI-USE PATH REPAIR" AND

FULL DEPTH CLASS 1 BACKFILL. SEE

DETAIL ON SHEET 11

D2 HMA "PARKWAY ARTERIAL" STREET

REPAIR AND FULL DEPTH CLASS 1

BACKFILL. SEE DETAIL ON SHEET 11

F CONCRETE SIDEWALK/RAMP REPAIR

AND FULL DEPTH CLASS 1 BACKFILL.

SEE DETAIL ON SHEET 10

X POTENTIAL UTILITY CONFLICT FIELD

VERIFY PRIOR TO CONSTRUCTION.

IP INLET PROTECTION

SF SILT FENCE OR FILTER TUBE

KEYED NOTES

GENERAL NOTES:

1. INSTALL EROSION AND SEDIMENT CONTROL

MEASURES AS NECESSARY TO PROVIDE

ADEQUATE CONTROL FOR THE

CONSTRUCTION AREA.

2. CONTRACTOR TO REPAIR AND REINSTATE

ANY DAMAGED FIELD TILE WITHIN 24 HOURS

OF OCCURRENCE.

X

500 LF 6" HDPE DR11 WATER

MAIN BY HORIZONTAL

DIRECTIONAL DRILL

EX 12" FM

D1

4.5' MIN

500 LF 6" HDPE DR11

WATER MAIN BY HDD

CP CP 4TEL TEL

R/W

R/W

J TEL

CTV

MG

GM

TEL

TEL

J

ELE

J

10+00 11+00 12+00 13+00 14+00

(ASPH)

(ASPH WALKWAY)

(GRASS)

(ASPH WALKWAY)

EX ROW

EX ROW

AMERICAN AGGREGATES CORP

9825 GRAY ROAD 2306

TC 739.35

15" RCP IE (W) 732.00

15" RCP IE (E) 731.90

42" HDPE IE (S) 730.35

EX 15" RCP

EX

2" H

DP

E

PROFILE - PR WM - PipeRun 1

9+50 10+00 11+00 12+00 13+00 14+00 14+50+50 +50 +50 +50

EXISTING GRADE

EX

U

GT

DE

PT

H

UN

KN

OW

N

12+20

42" HDPE

IE=±730.35

PROFILE - LINE A

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 5'

5 10 20 FT0

1" = 10'

M

AT

C H

LI

N

E

ST

A

+5

- S

EE

S H

EE

T

N O

. 7

SCALE: 1"=20'

PLAN - LINE A

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

TP

\D W

G \S he et s\

-P P.

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L ay ou t:

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9/

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3:

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: M ich el le

E

SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

PLAN AND PROFILE - LINE A

MRE

CRY

JJH

M

AT

C H

LI

N

E

ST

A 9+

SE

E

SH

EE

T N

O . 5

C MAINTAIN 18" VERTICAL CLEARANCE

BETWEEN PROPOSED WATER AND

SEWER PIPING.

D1 HMA "MULTI-USE PATH REPAIR" AND

FULL DEPTH CLASS 1 BACKFILL. SEE

DETAIL ON SHEET 11

D2 HMA "PARKWAY ARTERIAL" STREET

REPAIR AND FULL DEPTH CLASS 1

BACKFILL. SEE DETAIL ON SHEET 11

F CONCRETE SIDEWALK/RAMP REPAIR

AND FULL DEPTH CLASS 1 BACKFILL.

SEE DETAIL ON SHEET 10

X POTENTIAL UTILITY CONFLICT FIELD

VERIFY PRIOR TO CONSTRUCTION.

IP INLET PROTECTION

SF SILT FENCE OR FILTER TUBE

KEYED NOTES

GENERAL NOTES:

1. INSTALL EROSION AND SEDIMENT CONTROL

MEASURES AS NECESSARY TO PROVIDE

ADEQUATE CONTROL FOR THE

CONSTRUCTION AREA.

2. CONTRACTOR TO REPAIR AND REINSTATE

ANY DAMAGED FIELD TILE WITHIN 24 HOURS

OF OCCURRENCE.

C

X

500 LF 6" HDPE DR11 WATER

MAIN BY HORIZONTAL

DIRECTIONAL DRILL

EX 12" FM

D1

4.5' MIN

500 LF 6" HDPE DR11

CP CP 3

R/W

R/W

R/W

J

A

J

JJ

I I

GM

TEL

J

ELE

15+00 16+00 17+00 18+00

19+00

742 743 744 745

(GRASS)

(GRASS)

(ASPH WALKWAY)(ASPH WALKWAY)

(ASPH)

(ASPH)

(CONC)

EX ROW

(ASPH)

(CONC) (CONC)

AMERICAN AGGREGATES CORP

9825 GRAY ROAD

A

A

PROFILE - PR WM - PipeRun 1

14+50 15+00 16+00 17+00 18+00 19+00 19+50+50 +50 +50 +50

EXISTING GRADE

EX

G

AS

DE

PT

H

UN

KN

OW

N

EX

U

GC

DE

PT

H

UN

KN

OW

N

EX

U

GF

DE

PT

H

UN

KN

OW

N

EX

U

GF

DE

PT

H

UN

KN

OW

N

EX

U

GF

DE

PT

H

UN

KN

OW

N

17+72

6" HDPE

IE=±740.30

PROFILE - LINE A

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 5'

5 10 20 FT0

1" = 10'

M

AT

C H

LI

N

E

ST

A

+5

- S

EE

S H

EE

T

N O

. 8

SCALE: 1"=20'

PLAN - LINE A

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

TP

\D W

G \S he et s\

-P P.

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9/

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L as tS av ed By

: M ich el le

E

SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

PLAN AND PROFILE - LINE A

MRE

CRY

JJH

M

AT

C H

LI

N

E

ST

A

+5

- S

EE

S H

EE

T

N O

. 6

C MAINTAIN 18" VERTICAL CLEARANCE

BETWEEN PROPOSED WATER AND

SEWER PIPING.

D1 HMA "MULTI-USE PATH REPAIR" AND

FULL DEPTH CLASS 1 BACKFILL. SEE

DETAIL ON SHEET 11

D2 HMA "PARKWAY ARTERIAL" STREET

REPAIR AND FULL DEPTH CLASS 1

BACKFILL. SEE DETAIL ON SHEET 11

F CONCRETE SIDEWALK/RAMP REPAIR

AND FULL DEPTH CLASS 1 BACKFILL.

SEE DETAIL ON SHEET 10

X POTENTIAL UTILITY CONFLICT FIELD

VERIFY PRIOR TO CONSTRUCTION.

IP INLET PROTECTION

SF SILT FENCE OR FILTER TUBE

KEYED NOTES

GENERAL NOTES:

1. INSTALL EROSION AND SEDIMENT CONTROL

MEASURES AS NECESSARY TO PROVIDE

ADEQUATE CONTROL FOR THE

CONSTRUCTION AREA.

2. CONTRACTOR TO REPAIR AND REINSTATE

ANY DAMAGED FIELD TILE WITHIN 24 HOURS

OF OCCURRENCE.

X X X X

C

500 LF 6" HDPE DR11 WATER

MAIN BY HORIZONTAL

DIRECTIONAL DRILL

EX 12" FM

EX 12" FM

EXISTING ARV

EXISTING ARV

D1 D1

4.5' MIN

500 LF 6" HDPE DR11

WATER MAIN BY HDD

D1 D1 D1

CP CP 2

GV

J G

J

20+00 21+00 22+00

(ASPH)

(ASPH WALKWAY)

(GRASS)

(ASPH WALKWAY)

EX ROW EX ROW

AMERICAN AGGREGATES CORP

9825 GRAY ROAD

D

TC 747.08

12" RCP IE (S) 741.45

12" RCP IE (W) 741.45

12" RCP IE (E) 741.55

D

TC 746.47

12" RCP IE (W) 741.12

12" RCP IE (E) 741.07

TC 746.37

6" HDPE IE (W) 743.62

6" HDPE IE (E) 743.62

12" RCP IE (N) 742.22

EX 12" RCP

EX

2" R

CP

PROFILE - PR WM - PipeRun 1

19+50 20+00 21+00 22+00 22+50+50 +50

EXISTING GRADE

PROFILE - LINE A

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 5'

5 10 20 FT0

1" = 10'

M

AT

C H

LI

N

E

ST

A

+5

- S

EE

S H

EE

T

N O

. 9

SCALE: 1"=20'

PLAN - LINE A

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

TP

\D W

G \S he et s\

-P P.

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L ay ou t:

PP

P lo tte d:

9/

/2

3:

:4

L as tS av ed By

: M ich el le

E

SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

PLAN AND PROFILE - LINE A

MRE

CRY

JJH

M

AT

C H

LI

N

E

ST

A

+5

- S

EE

S H

EE

T

N O

. 7

C MAINTAIN 18" VERTICAL CLEARANCE

BETWEEN PROPOSED WATER AND

SEWER PIPING.

D1 HMA "MULTI-USE PATH REPAIR" AND

FULL DEPTH CLASS 1 BACKFILL. SEE

DETAIL ON SHEET 11

D2 HMA "PARKWAY ARTERIAL" STREET

REPAIR AND FULL DEPTH CLASS 1

BACKFILL. SEE DETAIL ON SHEET 11

F CONCRETE SIDEWALK/RAMP REPAIR

AND FULL DEPTH CLASS 1 BACKFILL.

SEE DETAIL ON SHEET 10

X POTENTIAL UTILITY CONFLICT FIELD

VERIFY PRIOR TO CONSTRUCTION.

IP INLET PROTECTION

SF SILT FENCE OR FILTER TUBE

KEYED NOTES

GENERAL NOTES:

1. INSTALL EROSION AND SEDIMENT CONTROL

MEASURES AS NECESSARY TO PROVIDE

ADEQUATE CONTROL FOR THE

CONSTRUCTION AREA.

2. CONTRACTOR TO REPAIR AND REINSTATE

ANY DAMAGED FIELD TILE WITHIN 24 HOURS

OF OCCURRENCE.

300 LF 6" HDPE DR11 WATER

MAIN BY HORIZONTAL

DIRECTIONAL DRILL

EX 12" FM

4.5' MIN

300 LF 6" HDPE DR11

H

AZ

EL

D

EL

L

PA

R

KW

AY

E 96TH STREET

CP CP 1

CP CP 2

TBM

TBM 8

MG

L

TEL L

J

J

WV

W V

H

Y D WV

W

TEL

GV

G

L

F

TELTEL

J

ELE TEL

J

26+12

23+00

24+00

25+00

26+00

749750

751752

(GRASS)

(ASPH)

(ASPH WALKWAY)

(ASPH WALKWAY)

(CONC)

(LANDSCAPE)

(ASPH WALKWAY)

(CONC)

(ASPH)

(ASPH)

(GRASS)

EX ROW

EX ROW

EX ROW

EX ROW

E 96TH STREET

AMERICAN AGGREGATES CORP

9825 GRAY ROAD

CITY OF CARMEL

9609 HAZEL DELL PKWY

D

TC 746.97

15" RCP IE (W) 739.97

15" RCP IE (NE) 739.97

D

TC 746.78

15" RCP IE (SW) 739.78

12" RCP IE (SE) 739.93

15" RCP IE (NE) 739.78

D

TC 746.47

12" RCP IE (W) 741.12

12" RCP IE (E) 741.07

D

TC 746.45

15" RCP IE (SW) 739.50

12" RCP IE (SE) 739.45

15" RCP IE (NE) 739.50

D

TC 746.33

15" RCP IE (W) 740.28

12" RCP IE (S) 740.23

15" RCP IE (E) 740.23

TC 746.15

6" HDPE IE (NE) 742.90

6" HDPE IE (SW) 742.90

12" RCP IE (NW) 739.85

D

TC 746.03

15" RCP IE (W) 740.68

15" RCP IE (S) 740.63

15" RCP IE (E) 740.63

TC 745.78

6" HDPE IE (NE) 742.38

6" HDPE IE (SW) 742.38

12" RCP IE (NW) 740.18

TC 745.56

6" HDPE IE (W) 742.23

6" HDPE IE (E) 742.23

12" RCP IE (N) 740.11

D

TC 745.43

36" RCP IE (W) 737.48

12" RCP IE (N) 738.94

24" RCP IE (E) 737.46

TC 745.30

6" HDPE IE (W) 741.95

6" HDPE IE (E) 741.95

15" RCP IE (N) 740.40

TC 744.88

24" RCP IE (NW) 737.80

6" HDPE IE (N) 741.03

6" HDPE IE (S) 741.03

36" RCP IE (E) 737.93

D

TC 73909.00

12" RCP IE (E) 739.00

12" RCP IE (SW) 739.05

6" HDPE IE (NE) 740.15

12" RCP IE (NW) 739.00

D

TC 743.86

12" RCP IE (SE) 738.00

24" RCP IE (E) 737.38

24" RCP IE (N) 737.38

D

TC 743.71

D

TC 743.42

12" RCP IE (E) 739.22

12" RCP IE (S) 739.09

12" RCP IE (W) 738.98

TC 743.28

6" HDPE IE (NW) 740.07

6" HDPE IE (E) 740.07

12" RCP IE (NE) 739.23

D

TC 743.10

TC 742.74

6" HDPE IE (W) 739.94

6" HDPE IE (E) 739.94

12" RCP IE (N) 739.11

EX 12" RCP

EX 12" RCP

EX 15" RCP

EX 15" RCP

EX 15

" R

CP

EX 15

" R

CP

EX 15

" R

CP

EX 12" RCP

EX 12" RCP

EX

" R

CP

EX

5" R

CP

EX 6"

HDPE

EX

6"

HDPE

D

(ASPH)

PROFILE - PR WM - PipeRun 1

22+50 23+00 24+00 25+00 26+00 27+00+50 +50 +50 +50

EXISTING GRADE

26+05

6" HDPE

IE=±741.03

26+00

24" RCP

IE=±737.85

EX

2" F

M

DE

PT

H

UN

KN

OW

N

EX

U

GE

DE

PT

H

UN

KN

OW

N

EX

U

GF

DE

PT

H

UN

KN

OW

N

EX

U

GE

DE

PT

H

UN

KN

OW

N

EX

U

GE

DE

PT

H

UN

KN

OW

N

EX

U

GF

DE

PT

H

UN

KN

OW

N

EX

U

GE

DE

PT

H

UN

KN

OW

N

EX

2" F

M

DE

PT

H

UN

KN

OW

N

EX

6" T

RI

CO

F M

DE

PT

H

UN

KN

OW

N

PROFILE - LINE A

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 5'

5 10 20 FT0

1" = 10'

SCALE: 1"=20'

PLAN - LINE A

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

TP

\D W

G \S he et s\

-P P.

dw g

L ay ou t:

PP

P lo tte d:

9/

/2

3:

:5

L as tS av ed By

: M ich el le

E

SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

PLAN AND PROFILE - LINE A

MRE

CRY

JJH

M

AT

C H

LI

N

E

ST

A 0+

SE

E

SH

EE

T N

O . 8

C MAINTAIN 18" VERTICAL CLEARANCE

BETWEEN PROPOSED WATER AND

SEWER PIPING.

D1 HMA "MULTI-USE PATH REPAIR" AND

FULL DEPTH CLASS 1 BACKFILL. SEE

DETAIL ON SHEET 11

D2 HMA "PARKWAY ARTERIAL" STREET

REPAIR AND FULL DEPTH CLASS 1

BACKFILL. SEE DETAIL ON SHEET 11

F CONCRETE SIDEWALK/RAMP REPAIR

AND FULL DEPTH CLASS 1 BACKFILL.

SEE DETAIL ON SHEET 10

X POTENTIAL UTILITY CONFLICT FIELD

VERIFY PRIOR TO CONSTRUCTION.

IP INLET PROTECTION

SF SILT FENCE OR FILTER TUBE

KEYED NOTES

GENERAL NOTES:

1. INSTALL EROSION AND SEDIMENT CONTROL

MEASURES AS NECESSARY TO PROVIDE

ADEQUATE CONTROL FOR THE

CONSTRUCTION AREA.

2. CONTRACTOR TO REPAIR AND REINSTATE

ANY DAMAGED FIELD TILE WITHIN 24 HOURS

OF OCCURRENCE.

IP

X

EX

2" F

M

EX

6" T

RI

CO

F M

12"x6" MJ REDUCER AND TRANSITION FITTINGS.

REMOVE PLUG AND CONNECT TO EXISTING

WATER MAIN

362 LF 6" HDPE DR11

WATER MAIN BY

HORIZONTAL

DIRECTIONAL DRILL

EX 12" FM

D2

X X

D2 D2

X

D2

X

D2

X

D2

F

362 LF 6" HDPE DR11

WATER MAIN BY HDD

C

C

4.5' MIN

6" 45° MJ VERTICAL BEND

(TYP OF 2)

MISCELLANEOUS DETAILS

MRE

CRY

JJH

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

TP

\D W

G \S he et s\

-M D.

dw g

L ay ou t:

M

D1

P lo tte d:

9/

/2

3:

:5

L as tS av ed By

: M ich el le

E

SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

18" MINIMUM

NOTES:

1. WATER MAIN AND SEWER MINIMUM SEPARATION: 18"

VERTICAL SEPARATION 10'-0" HORIZONTAL SEPARATION.

2. WHERE WATER MAIN AND SEWER SEPARATION IS LESS

THAN 18" VERTICAL OR 10' HORIZONTAL, THE SEWER

MUST BE DUCTILE IRON OR SDR-21 PVC.

SANITARY OR STORM

SEWER MAIN

CENTER OF SEWER

MAIN LAYING LENGTH

WATER MAIN

CENTER OF SEWER

MAIN LAYING LENGTH

SANITARY OR STORM

SEWER MAIN

WATER MAIN

SCALE: NONE

MINIMUM CROSSOVER AND

SEPARATION REQUIREMENTS FOR

SEWER AND WATER MAINS

HDPE

WATER MAIN

MJ TEE BEND

OR VALVE

HDPE

WATER MAIN

HARVEY STYLE

MJ ADAPTER

SCALE:

HDPE FITTING TRANSITION

NONE

24" MINIMUM

WIDTH MINIMUM

SEE BELOW

BRACING AREA OF

CONCRETE COLLAR WIDTH MINIMUM

5 SF

PIPE SIZE

6" 3'-0"

3'-6"9 SF8"

14"

PLAN VIEW

4'-9"21 SF16"

5'-0"24 SF20"

2.25 SF4" 1'-6"

4'-3"18 SF12"

_'-_"__ SF10"

18"

_'-_"__ SF

_'-_"__ SF

DI OR PVC

WATER MAIN

PUSH-ON JOINT OR

FITTING RESTRAINT

MJ

RESTRAINED

JOINT GLAND

MJ

SLEEVE

HARVEY STYLE MJ

ADAPTER

SQUARE CONCRETE COLLAR

(FORMED AND CAST IN PLACE)

TRENCH WALL

(UNDISTURBED EARTH)

HDPE WATER

MAIN

HARVEY

STYLE MJ

ADAPTER

HDPE WATER-STOP

OR GRIP RING

SCALE:

HDPE PIPE TRANSITION

NONE

TYPE A CONSTRUCTION WARNING LIGHT

WORKSITE ADDED PENALTY (G20-7) ONLY FOR INDOT ROADS

"ROAD WORK - XXX FT" (W20-1)

"ONE LANE ROAD AHEAD" (W20-4)

"END ROAD WORK" (G20-2)

ROAD CLOSURE SIGN ASSEMBLY, INCLUDES R11-2, BARRICADE

TYPE IIIB, AND TYPE B CONSTRUCTION WARNING LIGHT

"ROAD WORK AHEAD" (W20-1) OR "UTILITY WORK AHEAD" (W21-7)

FLAGGER

5 FLAGGER SIGN (W20-7)

BARRICADE TYPE IIIB

TRAFFIC CONTROL DRUM

TRAFFIC FLOW DIRECTION

WORK AREA(S)

SIGN, FACING LEFT

SIGN, FACING RIGHT

SCALE:

TRAFFIC CONTROL LEGEND

NONE

SPEED

(MPH)

DISTANCE (FEET)

A B C D E

20 OR LESS 120 100 100 100 100

25 160 100 100 100

30 200 100 100 100

35 280 350 350 350

40 320 350 350 350

45 360 500 500 500

50 440 500 500 500

55 520 500 500 500

60 600 1,600 2,6401,000

65 680 1,600 2,6401,000

70 760 1,600 2,6401,000

NOTES:

1. DISTANCES SHOWN ARE APPROXIMATE. ADJUST SIGN FOR

CURVES, HILLS, INTERSECTIONS, DRIVEWAYS, ETC TO IMPROVE

SIGN VISIBILITY.

2. THE SPACING OF CHANNELIZING DEVICES SHOULD BE A DISTANCE

IN FEET EQUAL TO THE SPEED LIMIT IN MPH WHEN USED FOR

TAPER CHANNELIZATION, AND A DISTANCE IN FEET EQUAL TO 2.0

TIMES THE SPEED LIMIT IN MPH USED FOR TANGENT

CHANNELIZATION.

SCALE: NONE

ADVANCE WARNING SIGN AND

FLAGGER OPERATION SPACING

WORK AREA

ABCDE B

C D E

2 4 5

5 4 2

SCALE:

TEMPORARY FLAGGER OPERATION

NONE

MISCELLANEOUS DETAILS

MRE

CRY

JJH

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

TP

\D W

G \S he et s\

-M D.

dw g

L ay ou t:

M

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9/

/2

3:

:5

L as tS av ed By

: M ich el le

E

SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

EROSION CONTROL DETAILS

MRE

CRY

JJH

Dr aw in g:

X :\C ar m el \3

Ca rm el

E m er ge nc y

W M to W

W

TP

\D W

G \S he et s\

-M D.

dw g

L ay ou t:

CD

P lo tte d:

9/

/2

3:

:0

L as tS av ed By

: M ich el le

E

SHEET NO.NO. DATE REVISION DESCRIPTIONSINITIALS

CHECKED BY

APPROVED BY

ISSUE DATE

PROJECT NUMBER

DRAWN BY 96TH ST EMERGENCY WM EXTENSION TO WWTP

CITY OF CARMEL UTILITIES

CARMEL, INDIANA

/01

/20

SCALE VERIFICATION

BAR IS ONE INCH LONG ON

ORIGINAL DRAWING

SEPTEMBER 2026

306726-04-001

TOTAL SHEETS

EROSION CONTROL SCHEDULE

CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION

REVIEW THE EROSION CONTROL SCHEDULE ON THE

DRAWINGS AND REVISE AS NEEDED TO PHASE

CONSTRUCTION ACTIVITIES TO MINIMIZE THE FOOTPRINT OF

DISTURBED UNSTABLE AREAS. SUBMIT A REVISED EROSION

CONTROL SCHEDULE AS NEEDED FOR TEMPORARY AND

PERMANENT EROSION CONTROL WORK AS APPLICABLE.

CONSTRUCTION ACCESS - ENTRANCE TO SITE,

CONSTRUCTION ROUTES, AREAS DESIGNATED FOR

EQUIPMENT PARKING OR MATERIAL STAGING AND

WASTE HANDLING.

THIS IS THE FIRST LAND-DISTURBING ACTIVITY. AS

SOON AS CONSTRUCTION BEGINS, STABILIZE ANY

BARE AREAS WITH AGGREGATE AND TEMPORARY

VEGETATION.

SEDIMENT TRAPS AND BARRIERS - BASIN TRAPS, SILT

FENCE AND PERIMETER PROTECTION.

AFTER CONSTRUCTION IS ACCESSED, BASINS SHALL

BE INSTALLED, WITH THE ADDITION OF MORE TRAPS

AND BARRIERS AS NEEDED DURING GRADING. SET UP

PROTECTION FOR NATURAL FEATURES, TREES AND

BUFFERS.

RUNOFF CONTROL - DIVERSIONS, PERIMETER

PROTECTION, CHECK DAMS, OUTLET PROTECTION.

RUNOFF CONTROL PRACTICES SHALL BE INSTALLED

AFTER THE INSTALLATION OF SEDIMENT TRAPS AND

BEFORE LAND GRADING. ADDITIONAL RUNOFF

CONTROL MEASURES MAY BE INSTALLED DURING

GRADING.

RUNOFF CONVEYANCE SYSTEM - STABILIZE STREAM

BANKS, STORM DRAINS, CHANNELS, INLET AND

OUTLET PROTECTION, SLOPE DRAINS.

AS NECESSARY, STABILIZE STREAM BANKS AND SIDE

SLOPES OF RUNOFF SYSTEMS AS SOON AS POSSIBLE.

USE EROSION CONTROL BLANKETS OR SLOPE DRAINS

TO PREVENT EROSION. INSTALL INLET PROTECTION

TO PREVENT SEDIMENTS FROM ENTERING STORM

DRAINAGE SYSTEMS. PROTECT STORM OUTLETS TO

PREVENT EROSION.

LAND CLEARING AND GRADING - SITE PREPARATION

(CUTTING, FILLING, AND GRADING, SEDIMENT TRAPS,

BARRIERS, DIVERSIONS, DRAINS, SURFACE

ROUGHENING).

IMPLEMENT CLEARING AND GRADING AFTER

INSTALLATION OF SEDIMENT TRAPS AND RUNOFF

CONTROL MEASURES, AND INSTALL ADDITIONAL

CONTROL MEASURES AS GRADING CONTINUES. CLEAR

BORROW AND DISPOSAL AREAS AS NEEDED.

SURFACE STABILIZATION - TEMPORARY AND

PERMANENT SEEDING, MULCHING, SODDING, RIPRAP,

EROSION CONTROL BLANKET.

APPLY TEMPORARY OR PERMANENT STABILIZING

MEASURES IMMEDIATELY TO ANY DISTURBED AREAS

WHERE WORK HAS BEEN EITHER COMPLETED OR

DELAYED.

CONSTRUCTION - STRUCTURES, UTILITIES, PAVING,

CONCRETE WASHOUT, AND CONSTRUCTION

ENTRANCES.

DURING CONSTRUCTION, INSTALL ANY EROSION AND

SEDIMENTATION CONTROL MEASURES THAT ARE

NEEDED.

LANDSCAPING AND FINAL STABILIZATION -

TOPSOILING, TREES AND SHRUBS, PERMANENT

SEEDING, MULCHING, SODDING, RIPRAP.

THIS IS THE LAST CONSTRUCTION PHASE. STABILIZE ALL

DISTURBED AREAS, INCLUDING BORROW AND SPOIL

AREAS, AND REMOVE ALL TEMPORARY CONTROL

MEASURES. FINAL STABILIZATION IS WHEN A UNIFORM

DENSITY OF 70% VEGETATION COVER IS MET. PROVIDE

NOTIFICATION TO THE OWNER WHEN THE ENTIRE SITE

HAS BEEN STABILIZED AND ALL CONSTRUCTION

MATERIALS, WASTES, AND EQUIPMENT HAVE BEEN

REMOVED.

COMPLETE BEFORE CONSTRUCTION BEGINS.

SCALE:

EROSION CONTROL SCHEDULE

NONE

LADEN FLOW

SLO

PE

SLO

PE

APPLICATIONS:

1. TOP OF SLOPES.

2. AT PROJECT PERIMETER.

INSTALLATION:

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

2. USE THE APPROPRIATE SIZE, LENGTH AND DISTANCE BETWEEN TUBES AS

SPECIFIED BY THE MANUFACTURER.

3. ENTRENCH PER MANUFACTURER'S INSTRUCTIONS.

MAINTENANCE:

1. REMOVE ALL ACCUMULATED SEDIMENT WHEN IT REACHES 1/4 THE HEIGHT OF

THE TUBE.

2. REPAIR ERODED AND DAMAGED AREAS.

3. IF PONDING BECOMES EXCESSIVE DUE TO REDUCED FILTERING CAPACITY,

REMOVE THE TUBE AND EITHER RECONSTRUCT OR REPLACE WITH NEW

PRODUCT.

4. INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY 7

CALENDAR DAYS.

SEDIMENT

SLOPE

SLOPE SLOPE DETAIL

VIEW OF

OVERLAPPED TUBES

DOWNSLOPE

STAKE DETAILS

FIBER

FILTRATION TUBE

SLOPE

SURFACE

FIBER

FILTRATION

TUBE

STAKE DEPTH

PER MANUFACTURER'S

INSTRUCTIONS

WOOD STAKE

WOOD STAKE TO

ONLY PENETRATE NETTING

TOP EROSION CONTROL

BLANKET

WOOD

STAKE EROSION

CONTROL BLANKET

FIBER

FILTRATION

TUBES

SCALE:

FIBER FILTRATION TUBES - SLOPE

NONE

PRODUCT:

1. DANDY CURB SACK, OR APPROVED EQUAL.

INSTALLATION:

1. REMOVE THE GRATE FROM THE CATCH BASIN AND STAND ON END.

2. CRADLE THE GRATE BETWEEN THE UPPER AND LOWER STRAPS.

3. INSERT THE GRATE INTO THE INLET WITH THE LIFTING DEVICES. LOWER BACK

EDGE WITH TUBE INTO PLACE. TUBE SHOULD PARTIALLY BLOCK THE CURB

HOOD OPENING.

MAINTENANCE:

1. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND

VICINITY OF UNIT AFTER EACH STORM EVENT.

2. REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN THE FABRIC AS

NEEDED.

3. INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY 7

CALENDAR DAYS.

DESIGN CONFORMS TO ALL

SHAPES OF CONCRETE CURBS

STANDARD FABRIC

ORANGE WOVEN

MONOFILAMENT

OVERFLOW GAP

CURB AND GUTTER

INLET

SCALE:

CURB AND GUTTER INLET PROTECTION

NONE

FL

O

W

PLAN

ELEVATION

FL

O

W

FL

O

W

SEE

NOTE 7

SEE NOTE 5

18" MINIMUM

POST AND FABRIC

EMBEDMENT

POST TIEBACK

8" MINIMUM

4"

FLOW FLOW

NOTES:

1. SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF WOVEN OR NON-WOVEN

GEOTEXTILE FABRIC AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS

CONFORMING TO THE FOLLOWING REQUIREMENTS:

a. TEXTILE STRENGTH AT 20% (MAXIMUM) ELONGATION, PER ASTM D4632.

b. WOVEN EXTRA STRENGTH - 50 LB/LINEAR INCH (MINIMUM), NON-WOVEN EXTRA

STRENGTH - 70 LB/INCH (MINIMUM).

c. WOVEN STANDARD STRENGTH - 30 LB/LINEAR INCH (MINIMUM), NON-WOVEN STANDARD

STRENGTH - 50 LB/INCH (MINIMUM).

d. APPARENT OPENING SIZE (AOS) (U.S. SIEVE) - NO. 30 PARTICLE SIZE OF 0.6 mm

(MAXIMUM), ASTM D4751.

e. PERMITTIVITY - 0.05 S-1 (MAXIMUM), ASTM D4491.

2. POSTS FOR SILT FENCES SHALL BE EITHER 2"X2" SQUARE WOOD OR EQUIVALENT METAL

POSTS WITH A MINIMUM LENGTH OF 5'. METAL POSTS SHALL HAVE PROJECTIONS FOR

FASTENING WIRE TO THEM.

3. ANCHOR STAKES FOR SILT FENCES SHALL BE 1"x2" WOOD (PREFERRED) OR EQUIVALENT

METAL WITH A MINIMUM LENGTH OF 18".

4. WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER

CLOTH SHALL BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE, AND SHALL HAVE

A MAXIMUM MESH SPACING OF 6".

5. THE HEIGHT OF THE BARRIER SHALL BE A MINIMUM OF 18" AND A MAXIMUM OF 30".

6. THE FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE

BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER FABRIC

SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP,

AND SECURELY SEALED.

7. POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AT THE BARRIER LOCATION AND DRIVEN

SECURELY INTO THE GROUND (MINIMUM OF 18"). WHEN STANDARD STRENGTH FABRIC IS

USED WITH THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 8'.

8. THE SPACING OF TIEBACKS SHALL EQUAL THE SPACING OF THE POSTS. ADDITIONAL POST

DEPTH OR TIEBACKS MAY BE REQUIRED IN UNSTABLE SOILS.

9. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE AND A MINIMUM OF 8" DEEP

ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER.

10. WHEN STANDARD STRENGTH FILTER FABRIC IS USED WITH A WIRE MESH SUPPORT FENCE

IT SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY

DUTY 1" WIRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE

TRENCH A MINIMUM OF 2" AND SHALL NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL

GROUND SURFACE.

11. THE STANDARD STRENGTH FILTER FABRIC, WITHOUT A WIRE MESH SUPPORT FENCE,

SHALL BE STAPLED OR WIRED TO THE FENCE, AND A MINIMUM 8" OF THE FABRIC SHALL BE

EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36" ABOVE

THE ORIGINAL GROUND SURFACE. DO NOT STAPLE FILTER FABRIC TO EXISTING TREES.

12. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND POST SPACING IS LESS THAN

THE MAXIMUM SPECIFIED SPACING OF 6', THE WIRE MESH SUPPORT FENCE MAY BE

ELIMINATED.

13. BACKFILL THE TRENCH AND COMPACT THE SOIL OVER THE FILTER FABRIC.

14. REMOVE SILT FENCES WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT

BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.

15. SILT FENCE SHALL NOT BE USED AS A DIVERSION AND SHALL NOT BE INSTALLED ACROSS

A STREAM, CHANNEL, DITCH, SWALE, ETC.

MAINTENANCE:

1. INSPECT AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. INSPECT AT

LEAST ONCE EVERY 7 CALENDAR DAYS.

2. REPLACE OR REPAIR FABRIC IMMEDIATELY IF IT DECOMPOSES OR IS INEFFECTIVE.

3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE

REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.

4. SPREAD ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO

LONGER REQUIRED AND DRESS TO CONFORM WITH THE FINISHED GRADING.

18" MINIMUM

MINIMUM 8" TRENCH

(UPSLOPE), BACKFILL

OVER SILT FENCE

GRADE AS

PER PLANS

METAL OR

WOOD POSTS

FILTER

FABRIC

TIEBACK

STAPLE OR FASTEN

FABRIC TO POSTS

ANCHOR STAKE

18" MINIMUM LENGTH

TIEBACK BETWEEN

FENCE POST AND

ANCHOR

FABRIC

EMBEDMENT TRENCH

WITH COMPACTED

SOIL BACKFILL

GEOTEXTILE FABRIC,

EXTEND FULL DEPTH

INTO TRENCH AND

ACROSS BOTTOM

SCALE:

SILT FENCE

NONE

SEASONAL SOIL PROTECTION CHART

DECNOVOCTSEPAUGJULJUNMAYAPRMARFEBJAN

A

B

C D E

F

G

B

STABILIZATION

PRACTICE

PERMANENT

SEEDING

DORMANT

SEEDING

TEMPORARY

SEEDING

SODDING

MULCHING

E

NOTES:

1. IRRIGATION NEEDED DURING MAY THROUGH SEPTEMBER.

2. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.

3. ANCHORED MULCH IS REQUIRED FOR PERMANENT, DORMANT AND TEMPORARY SEEDING.

4. OPTIMUM SEEDING DATES PROVIDED. DATES MAY BE EXTENDED OR SHORTENED BASED ON PROJECT

LOCATION.

5. SEED MIXTURES PROVIDED FOR LAWNS AND HIGH MAINTENANCE AREAS.

6. IF CONSTRUCTION ACTIVITIES ARE LOCATED WITHIN A FLOODWAY, SEE MIXTURES CONSISTING OF TALL

FESCUE SHALL NOT BE UTILIZED.

MAINTENANCE:

1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY 7 CALENDAR DAYS.

2. CHECK FOR EROSION AND MOVEMENT OF MULCH AND REPAIR IMMEDIATELY.

3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (70% DENSITY).

4. RESEED OR APPLY MULCH WHERE NECESSARY.

5. SELECT SOIL AMENDMENT MATERIALS AND RATES AS DETERMINED BY SOIL TESTS AND SITE

CONDITIONS.

A. = KENTUCKY BLUEGRASS 140 LB/ACRE; OR 170 LB/ACRE TALL FESCUE PLUS 30 LB/ACRE BLUEGRASS; OR

APPROVED EQUAL GRASS SEED MIXTURE

B. = KENTUCKY BLUEGRASS 210 LB/ACRE; OR 90 LB/ACRE PERENNIAL RYEGRASS PLUS 135 LB/ACRE BLUEGRASS OR 250 LB/ACRE TALL FESCUE (TURF TYP) PLUS 45 LB/ACRE BLUEGRASS; OR APPROVED

EQUAL GRASS SEED MIXTURE

C. = SPRING OATS 100 LB/ACRE (1" PLANTING DEPTH)

D. = WHEAT OR RYE 150 LB/ACRE (1" - 1.5" PLANTING DEPTH)

E. = ANNUAL RYEGRASS 40 LB/ACRE (1/4" PLANTING DEPTH)

F. = SOD

G. = ANCHORED STRAW/HAY (2 TONS/ACRE) OR WOOD FIBER/CELLULOSE (1 TON/ACRE) IS REQUIRED WITH

PERMANENT SEEDING AND TEMPORARY SEEDING. ALSO REQUIRED WITH DORMANT SEEDING UNLESS

SOIL IS IN FREEZE/THAW CYCLE.

PROFILE

PLAN

NOTES:

1. INSTALL SILT FENCE PRIOR TO ANY EXCAVATION.

2. FILTER WATER FROM BORE PIT DEWATERING, AND DO NOT DIRECTLY DISCHARGE TO ANY DITCH, STREAM, WETLAND OR STORM WATER CONVEYANCE. REFER TO PUMPING BAG DETAIL.

3. PLACE SOIL STOCKPILES WITHIN THE SILT FENCE BOUNDARY.

4. SOIL FROM STOCKPILES SHALL BE USED FOR BACKFILL OR DISPOSED OF PROPERLY.

5. RESEED AND MULCH ALL DISTURBED SOIL SURFACES.

6. ENVIRONMENTAL PROTECTION TO BE PROVIDED AS NECESSARY TO CONTAIN ANY DRILLING

FLUID SPILLS.

MAINTENANCE:

1. INSPECT SILT FENCE BARRIERS AFTER EACH RAINFALL, AND REPAIR OR REPLACE IMMEDIATELY.

2. REMOVE SEDIMENT DEPOSITS FROM THE SILT FENCE AFTER STORM EVENTS.

SOIL

STOCKPILE

SOIL

STOCKPILE

DRILL ENTRY PIT

DRILLING

RIG

SILT FENCE SILT FENCE

WORKING

AREA

DRILL EXIT PIT

ROAD/RAILWAY/WATERCOURSE

OR OTHER SURFACE OBSTRUCTION

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

DRILL EXIT PIT

HORIZONTAL

DIRECTIONAL

DRILLING RIG

DRILL ENTRY PIT

SCALE:

HORIZONTAL DIRECTIONAL DRILL

NONE