stephens park renovation · 2020-06-19 · p:\2018\18025_stephens...

P:\2018\18025_Stephens Park\18L025\05_CAD\05-CD\Sheets\18025_G000_Cover.dwg, Jun 10, 2020 - 5:56pm

PROJECT #19-005-ST

CONSTRUCTION DOCUMENTS

MAY 27, 2020

STEPHENS PARK RENOVATION

605 S. STEPHEN DRIVE

BROWNSBURG, IN 46112

BROWNSBURG PARKS

Con

st. D

ocs

(5/27/20

20)

SHEET INDEXSHEET DESCRIPTION

L111 SITE PLAN

LANDSCAPE

X

XL141 SITE PLANTING PLAN

GENERAL

1 TOPOGRAPHIC SURVEY X

VERTICAL DATUMNGS ELEV: 893.64 (NAVD 88) (GEOID G12A US)

Description: A standard disk stamped W121 1946, approximately 520 feet east of theintersection of County Road 625 East and the CSX (Peoria and Eastern) Railway, set inthe top of the south headwall of a culvert crossing of an abandoned road, north andadjacent to the railroad.

ELECTRICAL ENGINEERCIVIL ENGINEER

P:W:

GAI Consultants

201 NORTH ILLINOIS STREET, SUITE 1700INDIANAPOLIS, INDIANA 46204

317.570.6800http://www.gaiconsultants.com

P:W:

Circle Design Group

9229 DELEGATES ROW #150INDIANAPOLIS, INDIANA 46240

317.781.6200www.circledesigngroup.com

OWNER

P:W:

Town of BrownsburgParks and Recreation Department

402 EAST MAIN STREETBROWNSBURG, INDIANA 46112

317.858.4172www.brownsburgparks.com

626 North Illinois Street, Indianapolis, Indiana 46204 | (317) 635-5030 | www.browningday.com

BROWNSBURG PARK BOARD:Cari Palma, PresidentJudith Kenninger, Vice PresidentKent Fillinger, MemberAmy Hobrock, MemberPhil Utterback, MemberMichael Zonder, Member

TOWN COUNCIL:Travis Tschaenn, PresidentDennis Dawes, Vice PresidentJeff Gracey, MemberBrian Jessen, MemberMatt Simpson, Member

CIVIL

XC200 UTILITY PLAN

XC300 GRADING & DRAINAGE PLAN

X

C801 DETAILS X

C800 DETAILS

L100 SITE DEMOLITION PLAN X

ES101 ELECTRICAL SITE PLAN

ELECTRICAL

X

XE301 ELECTRICAL ENLARGED PLAN

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS X

XE601 ELECTRICAL SCHEDULES, ONE-LINE AND DETAILS

C900 EROSION CONTROL PLAN

L701 SITE DETAILS

Core Values:Inclusion - Growth - Integrity - Relationships - Wellness

APPROVED BY:BROWNSBURG TOWN COUNCIL

___________________________________Travis Tschaenn, President

___________________________________Ann Hathaway, Clerk-Treasurer

APPROVED BY:BROWNSBURG PARK BOARD

___________________________________Cari Palma, President

___________________________________Amber Lane, Secretary

RECOMMENDED FOR APPROVAL BY:BROWNSBURG PARKS

___________________________________Travis Tranbarger, Director

___________________________________Jonathan K. Blake, AICPAssistant Director - Park Operations & Development

PROJECTLOCATION

C901 STORM WATER POLLUTION PREVENTION (SWPPP) PLAN

X

X

X

L702 SITE DETAILS XL702 SITE DETAILS X

L703 PLANTING DETAILS X

PLUMBING

P000 PLUMBING SYMBOLS, LEGENDS AND ABBREVIATIONS X

PERVIOUS AND IMPERVIOUS AREAS

EXISTING CONDITIONCATEGORY AREA (SQ. FT.) AREA (ACRES)GRAVEL DRIVE 5,270 0.12ROOFS 1,093 0.03PERVIOUS 141,741 3.25

PROPOSED CONDITIONCATEGORY AREA (SQ. FT.) AREA (ACRES)ASPHALT/PARKING 14,149 0.32ASPHALT/PICKLEBALL 11,542 0.26CONCRETE/WALKS 11,027 0.25PLAYGROUND SURFACE 4,361 0.1ROOFS 680 0.02PERVIOUS 106,345 2.44

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONSE000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

C802 DETAILS X

L151 IRRIGATION PLAN

L152 IRRIGATION DETAILS

P101 PLUMBING PLANS X

S. S

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TOPOGRAPHIC SURVEY

VICINITY MAP

9600013STATE OF

No.DO

NALD R. MOSSO

NREGISTERED

INDI A N A

LAND SURVEYOR

SITE

UTILITY STATEMENT:The underground utilities shown have been located from field surveyinformation and existing drawings. The surveyor makes no guarantees thatthe underground utilities comprise all such utilities in the area, eitherin-service or abandoned. The surveyor further does not warrant that theunderground utilities shown are in the exact location indicated although thesurveyor does certify that they are located as accurately as possible frominformation available. The surveyor has not physically located theunderground utilities.

SHEET

DWN. BY:PROJECT NUMBER

CHKD. BY:

SCALE:

DATE:

OF

PREPARED FOR:

BROWNSBURG, INDIANA 4611223-B NORTH GREEN STREET

CENTRAL STATES CONSULTING, LLC

PHONE: 317-858-8662 FAX: 317-858-8672

PREPARED BY:

TOWN OF BROWNSBURG61 N. GREEN STREET

BROWNSBURG, INDIANASTEPHENS PARK

BROWNSBURG INDIANA

SURVEYTOPOGRAPHIC

18-085 - SRJMDRM

9/4/2018

1" = 30' 11

VERTICAL DATUM:

LEGEND:

AutoCAD SHX TextInlet Rim=874.62 Inv(N)=870.22 Inv(E)=870.21

AutoCAD SHX TextBeehive Inlet Rim=873.94 Inv(W)=870.50 Inv(E)=870.63

AutoCAD SHX TextBeehive Inlet Rim=873.98 Inv(W)=871.13 Inv(S)=871.19

AutoCAD SHX TextInlet Rim=873.95 Inv(N)=871.29 Inv=871.43(6" Hole)

AutoCAD SHX TextOne-Story Masonry


AutoCAD SHX Text(concrete)


AutoCAD SHX Textoverhead building line

AutoCAD SHX Text(playground)


AutoCAD SHX Textedge of landscaping


AutoCAD SHX Text(stone)

AutoCAD SHX Text(asphalt)


AutoCAD SHX Text(grass)














AutoCAD SHX Text(woods)



AutoCAD SHX TextInlet Rim=873.58 Inv=871.78

AutoCAD SHX TextCSC CPT#1 N-1670889.0260 E-3143810.5120 Elev-874.35 5/8" capped control point rebar


AutoCAD SHX Text4' Chain-link fence


AutoCAD SHX Text6' wood fence


AutoCAD SHX Textwood shed

AutoCAD SHX Text6"HDPE


AutoCAD SHX Text12"RCP




AutoCAD SHX TextREBAR SET

AutoCAD SHX TextWING RENTALS LLC

AutoCAD SHX TextLOT 31 JAIRUS TAYLOR

AutoCAD SHX TextLOT 30 DEBORAH R. FLANAGAN

AutoCAD SHX TextLOT 29 BRANDON & SARAH REES

AutoCAD SHX TextLOT 28 RICHARD D. ROBINSON

AutoCAD SHX TextSERING & WISE SOUTHTOWN ADDITION


AutoCAD SHX TextLOT 27 ROBERT L MAPLES

AutoCAD SHX TextLOT 26 FRANKY GILLY BROWN

AutoCAD SHX TextLOT 25 DANIEL T. POWERS

AutoCAD SHX TextLOT 24 EMILY A. GIBSON

AutoCAD SHX TextLOT 21 FRED ARKANOFF

AutoCAD SHX TextST. JAMES PLACE

AutoCAD SHX TextMARY LOUISE HOPKINS

AutoCAD SHX TextAPOSTOLIC BIBLE CHURCH OF BROWNSBURG

AutoCAD SHX TextSITE: TOWN OF BROWNSBURG INST. #9800021880 3.38 ACRES± (D&M)





AutoCAD SHX TextCurb Inlet Rim=874.70 Inv=872.18


AutoCAD SHX TextInlet Rim=875.15 Inv(N)=869.61 Inv(S)=869.66 Inv(W)=869.79 Inv(SE)=871.20 Inv(NE)=872.00

AutoCAD SHX TextInlet Rim=873.20 Inv=870.74

AutoCAD SHX TextSanitary Manhole Rim=875.27 Inv(E/W)=870.97 Inv(NE)=871.59 Inv(N)=871.22

AutoCAD SHX Text6"VCP


AutoCAD SHX Text8-10"VCP


AutoCAD SHX TextSanitary Manhole Rim=874.79 Inv=871.44


AutoCAD SHX Text24"Chairback curb


AutoCAD SHX Text6" curb

AutoCAD SHX Text±15.0' of overhead clearance


















AutoCAD SHX Text6"Water line


AutoCAD SHX TextNOT TO SCALE

AutoCAD SHX TextI, Donald R. Mosson, a registered land surveyor in the State of Indiana, do hereby certify that to the best of my knowledge and belief, this is a true and correct topographic survey of Stephens Park in Brownsburg, Indiana. I further certify that this survey was performed under my direct supervision on August 29th, 2018 & partially updated February 26th, 2020 and was performed in accordance with the requirements of Rule 12 of the "MINIMUM STANDARDS FOR COMPETENT PRACTICES OF LAND SURVEYING" as prescribed by Indiana Administrative Code 865, 1.1-12. Dated: March 2, 2020 Signed: Professional Land Surveyor No. 9600013

AutoCAD SHX Text( IN FEET )

AutoCAD SHX Text1 inch = ft.

AutoCAD SHX Text0

AutoCAD SHX Text30

AutoCAD SHX Text30

AutoCAD SHX Text15

AutoCAD SHX Text30

AutoCAD SHX TextNGS ELEV 893.64 (NAVD 88)(GEOID G12A US) ELEV 893.64 (NAVD 88)(GEOID G12A US) A STANDARD DISK STAMPED W121 1946, APPROXIMATELY 520 FEET EAST OF THE INTERSECTION OF COUNTY ROAD 625 EAST AND THE CXS(PEORIA AND EASTERN) RAILWAY, SET IN THE TOP OF THE SOUTH HEADWALL OF A CULVERT CROSSING OF AN ABANDONED ROAD, NORTH AND ADJACENT TO THE RAILROAD.

AutoCAD SHX Text36"

AutoCAD SHX Text12"

AutoCAD SHX TextR

AutoCAD SHX TextD

AutoCAD SHX TextSIGN / TWO POST SIGN

AutoCAD SHX TextDESCRIPTION:

AutoCAD SHX TextELEC. METER BOX/TRANSFORMER

AutoCAD SHX TextSQUARE / ROUND / CURB INLET

AutoCAD SHX TextELEC. / TELEPHONE PEDESTAL

AutoCAD SHX TextGUARD POST/POST with LIGHT

AutoCAD SHX TextREBAR SET/FOUND

AutoCAD SHX TextAIR CONDITIONER / GENERATOR

AutoCAD SHX TextLIGHT POLE - SQUARE / ROUND

AutoCAD SHX TextGAS METER / VALVE

AutoCAD SHX TextCLEAN-OUT

AutoCAD SHX TextWATER VALVE/FIRE HYD/METER

AutoCAD SHX TextTRAFFIC/COMBO/ POWER POLE

AutoCAD SHX TextCONIFEROUS TREE & SIZE

AutoCAD SHX TextDECIDUOUS TREE & SIZE

AutoCAD SHX TextDRAINAGE /SANITARY MANHOLE

AutoCAD SHX TextCOMBINATION/MISC. LID MANHOLE

AutoCAD SHX TextGUY WIRE / GROUND LIGHT

AutoCAD SHX TextUNDG. WATER LINE

AutoCAD SHX TextUNDG. GAS LINE

AutoCAD SHX TextUNDG. TELEPHONE LINE

AutoCAD SHX TextUNDG. ELECTRIC LINE

AutoCAD SHX Textvitrified clay pipe

AutoCAD SHX Textreinforced concrete pipe

AutoCAD SHX Textpolyethylene coated pipe

AutoCAD SHX TextVCP

AutoCAD SHX TextRCP

AutoCAD SHX TextPVC

AutoCAD SHX TextTP

AutoCAD SHX TextWV

AutoCAD SHX TextW

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH

AutoCAD SHX TextG

AutoCAD SHX TextE

AutoCAD SHX TextAC

AutoCAD SHX TextEP

AutoCAD SHX TextOVERHEAD ELECTRIC

AutoCAD SHX TextOVERHEAD ELE. & TEL

AutoCAD SHX TextOVERHEAD ELE TEL & CAB

AutoCAD SHX TextE

AutoCAD SHX TextC. O.

AutoCAD SHX TextS

AutoCAD SHX TextGV

AutoCAD SHX Text/

AutoCAD SHX TextHDPE

AutoCAD SHX Texthigh-density polyethylene pipe

AutoCAD SHX Textductile iron pipe

AutoCAD SHX TextDI

AutoCAD SHX TextC

AutoCAD SHX TextBEEHIVE ROUND/SQUARE INLET

AutoCAD SHX TextR

AutoCAD SHX TextL

AutoCAD SHX TextM

AutoCAD SHX TextM

AutoCAD SHX TextMAGNAIL SET/FOUND

AutoCAD SHX TextTELE / GAS MARKER

AutoCAD SHX TextT

AutoCAD SHX TextG

AutoCAD SHX TextGEN

AutoCAD SHX TextT

AutoCAD SHX TextR

S. S

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CERTIFICATION

18025

SK

MAY 27, 2020

626 North Illinois StreetIndianapolis, Indiana 46204P: 317.635.5030F: 317.634.5409E: www.browningday.com

Checked By:Scale:Issue Date:

Drawn By:Project No.:

CONSTRUCTIONDOCUMENTS

STEPHENS PARK RENOVATION605 S. Stephen DriveBrownsburg, IN 46112

Project #19-005-ST

See Drawing

P:W:

Town of Brownsburg Dept. of Parks & RecOWNER

402 East Main StreetBrownsburg, Indiana 46112

(317) 858-4172www.brownsburgparks.com

P:W:

GAI ConsultantsCIVIL ENGINEER

201 North Illinois Street, Suite 1700Indianapolis, Indiana 46204

(317) 570-6800www.gaiconsultants.com

P:W:

Circle Design GroupMEP ENGINEER

9229 Delegates Row #150Indianapolis, Indiana 46240

(317) 781-6200www.circledesigngroup.com

REVISION SCHEDULE

Rev. # Description Issue Date

MH

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C200UTILITY PLAN

E-ONE GRINDER PUMP AND LATERAL

ASSEMBLY (SEE DETAILS)

REFER TO ELECTRICAL PLANS FOR

CONTROL PANEL LOCATION

RESTORE CURB RAMP

AND CURB TO

EXISTING CONDITION

TIE INTO EXISTING MANHOLE

(SEE DETAILS)

2" POLYETHYLENE TUBING WATER SERVICE

INSTALLED VIA DIRECTIONAL DRILLING

1.25" HDPE DR11 FORCEMAIN

INSTALLED VIA DIRECTIONAL DRILLING

2" MILL & RESURFACE EXTENTS AS SHOWN

UTILITY CONFLICT (FORCEMAIN UNDER

STORM AND WATER AT MIN 18" SEPARATION)

UTILITY CONFLICT (FORCEMAIN UNDER GAS)

2" CORPORATION STOP

UTILITY CONFLICT (WATER

MAIN UNDER STORM AT MIN.

18" SEPARATION)

2" SERVICE METER PIT

SEE DETAILS

4 LF OF 4" PVC AT 1.04% SLOPE

CONNECT SANITARY AND WATER TO RESTROOM

PER MANUFACTURER'S REQUIREMENTS

ASPHALT PAVEMENT REPAIRS

1.25" GATE VALVE

UTILITY CONFLICT (FORCEMAIN UNDER STORM)

ASPHALT PAVEMENT REPAIRS

90° BEND

45° BENDS

LATERAL ASSEMBLY

RIM: 875.93

E-ONE GRINDER PUMP

RIM: 875.94

INV.: 871.52

22.5° BENDS

45° BENDS

45° BEND

UTILITY CONFLICT (WATER

MAIN OVER FORCEMAIN AT

MIN. 18" SEPARATION)

(2) 45° BENDS

5/27/2020

AutoCAD SHX TextR

AutoCAD SHX TextW

AutoCAD SHX TextR

AutoCAD SHX Text2302

AutoCAD SHX Text876.40

AutoCAD SHX TextHP FFF B


























AutoCAD SHX TextR

AutoCAD SHX TextR

AutoCAD SHX TextLOT 31 JAIRUS TAYLOR

AutoCAD SHX TextLOT 30 DEBORAH R. FLANAGAN

AutoCAD SHX TextLOT 29 BRANDON & SARAH REES

AutoCAD SHX TextLOT 28 RICHARD D. ROBINSON



AutoCAD SHX TextLOT 27 ROBERT L MAPLES

AutoCAD SHX TextLOT 26 FRANKY GILLY BROWN

AutoCAD SHX TextLOT 25 DANIEL T. POWERS

AutoCAD SHX TextLOT 24 EMILY A. GIBSON

AutoCAD SHX TextMARY LOUISE HOPKINS

AutoCAD SHX TextSITE: TOWN OF BROWNSBURG INST. #9800021880 3.38 ACRES± (D&M)

AutoCAD SHX TextG

AutoCAD SHX TextS

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH

AutoCAD SHX TextS

AutoCAD SHX TextWV




































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AutoCAD SHX TextB

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AutoCAD SHX TextA

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AutoCAD SHX TextC

AutoCAD SHX TextC

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AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextB

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextB

AutoCAD SHX TextB


AutoCAD SHX Text40'

AutoCAD SHX Text20'

AutoCAD SHX Text0

S. S

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24"

36"

20"

18"

30"

8"

10"

10"

12"

8"

40"

40"

12"

28"

30"

30"

30"

28"

20"

24"

24"

34"

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30"

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20"

20"

32"

18"

30"

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STR. 100

Exist. Inlet

RIM: 874.62

N INV. OUT: 870.22 EXIST. 12" RCP

E INV. IN: 870.21 EXIST. 12" RCP

SE INV. IN: 870.22± EXIST. 6" UNDERDRAIN

S INV IN: 870.22 12" HDPE

W INV IN: 870.22 12" RCP

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18" FLARED END SECTION

AND TRASH GUARD

INV. 873.85

30 LF OF 18" RCP

AT 0.51% SLOPE

18" FLARED END SECTION

AND TRASH GUARD

INV.874.00

47 LF OF 12" RCP AT 0.3% SLOPE

STR. 12

12" YARD INLET

RIM: 874.50

S INV IN: 873.00 4" ORIFICE

S INV IN: 870.35 6" UNDERDRAIN

N INV OUT: 870.30 12" HDPE

REPLACE CASTING WITH

SOLID LID PER SPECIFICATION

REPLACE CASTING WITH

SOLID LID PER SPECIFICATION

STR. 19

REPLACE EXISTING

OVERFLOW STRUCTURE

RIM: 874.10

S INV. IN 871.43 - 4.75" ORIFICE

N INV. OUT 871.29 RECONNECT

TO EXISTING. 12" RCP

8

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STR. 13

CLEANOUT

RIM: 873.95

E INV OUT: 870.75 6" UNDERDRAIN

STR. 14

CLEANOUT

RIM: 875.42


N INV OUT: 870.75 6" UNDERDRAIN

STR. 16

CLEANOUT

RIM: 874.20

NE INV OUT: 870.50 6" UNDERDRAIN

6"x6"x6" WYE

STR. 17

CLEANOUT

RIM: 872.97

E INV OUT: 870.50 6" PVC

STR. 15

CLEANOUT

RIM: 873.00

N INV OUT: 870.75 6" UNDERDRAIN

STR. 10

CLEANOUT

RIM: 873.01

E INV OUT: 870.90 6" UNDERDRAIN

STR. 18

CLEANOUT

RIM: 873.68

W INV IN: 870.50 6" UNDERDRAIN


NE INV OUT: 870.50 6" UNDERDRAIN

REMOVE EXISTING STRUCTURE

FFE 876.00

220 LF OF 6" UNDERDRAIN


RECONNECT EXISTING UNDERDRAIN

APPROXIMATE INV (W) = 870.30

(CONTRACTOR TO VERIFY)

PERMANENT

GABION BASKET

(DESIGN HEIGHT = 2

FEET; SEE DETAIL)

PERMANENT GABION BASKET

(DESIGN HEIGHT = 2 FEET;

SEE DETAIL)



37 LF OF 12" PVC AT 0.22% SLOPE

53 LF OF 12" RCP AT 0.5% SLOPE


STR. 11

OVERFLOW STRUCTURE

RIM: 874.00

W INV IN: 872.00 6" ORIFICE

W INV IN: 870.50 6" UNDERDRAIN

E INV OUT: 870.50 12" RCP

12" FLARED END SECTIONS AND

TRASH GUARD; INV. 872.14

12" FLARED END SECTIONS AND

TRASH GUARD; INV. 872.00

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TURF REINFORCEMENT

MAT (SEE DETAIL)

TURF REINFORCEMENT

MAT (SEE DETAIL)

TURF REINFORCEMENT

MAT (SEE DETAIL)

ABOVE GROUND DRY

DETENTION BASIN

MAXIMUM PONDING STAGE:

10-YEAR EVENT: 873.38


BIORETENTION AREA



100-YEAR EVENT 874.57

TURF REINFORCEMENT

MAT (SEE DETAIL)

TURF REINFORCEMENT

MAT (SEE DETAIL)

ABOVE GROUND DRY

DETENTION BASIN




TURF REINFORCEMENT

MAT (SEE DETAIL)

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106 LF of 6" UNDERDRAIN

6" UNDERDRAIN

INVERT: 875.70

105 LF of 6" UNDERDRAIN

(SEE L700 SERIES DRAWINGS)

6" UNDERDRAIN

INVERT: 874.70

90 DEGREE 6"X6" ELBOW

INVERT: 874.60



6"x6"x6" TEE

INVERT: 873.70



52 LF OF 6"

UNDERDRAIN

(SEE L700 SERIES

DRAWINGS)

6"x6"x6" TEE

INVERT: 873.60

6" UNDERDRAIN

INVERT: 874.25


(SEE L701 SITE DETAILS)

*GENERAL NOTES:

· COORDINATE WITH LANDSCAPE ARCHITECTPRIOR TO GRADING NEAR TREE DRIP LINES

· ALL SPOT ELEVATIONS IN THE CURB LINEARE BOTTOM OF CURB

· ALL STORM INLETS MUST BE PRE-STAMPEDWITH A POLLUTION PREVENTION MESSAGE

SUCH AS: "NO DUMPING. DRAINS TO

STREAM"

· NO ALTERNATIVE FLOOD ROUTING PATH ISAVAILABLE. FLOW FROM THE 100-YEAR

EVENT WILL BE HELD ONSITE AND EXIT

THROUGH THE STORM SEWER SYSTEM.

THEREFORE, ALL OVERFLOW STRUCTURES

AND STORM INLETS MUST REMAIN CLEAR OF

DEBRIS TO ACCOMODATE HIGH FLOW

EVENTS.

876.2

876.2

876.2

876.2

APPROXIMATE EXISTING

UNDERDRAIN LOCATION;

RECONNECT TO

PROPOSED UNDERDRAIN


VEGETATED FILTER STRIP

SEE L700 SERIES

DRAWINGS FOR PLANTING

PLAN

CERTIFICATION

18025

SK

MAY 27, 2020






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C300GRADING AND DRAINAGE PLAN

B

C800

A

C800

5/27/2020

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AutoCAD SHX Text40'

AutoCAD SHX Text20'

AutoCAD SHX Text0

4 OZ. NONWOVEN GEOXTEXTILE

FINISHED GRADE

GABION BASKET NOTES:

· REFER TO SPECIFICATION SECTION 31 25 00 FOR GABION DESIGN, RIPRAP TYPE, AND MESH MATERIAL REQUIRED.· GABION BASKETS WILL BE BURIED 12 INCHES AND PLACED OVER 4 OZ. NONWOVEN GEOTEXTILE.· GEOTEXTILE SHALL BE PLACED UNIFORMLY WITH ADEQUATE OVERLAP AND WILL COVER THE BOTTOM AND BURIED SIDE PORTION OF EACH GABION

BASKET

· ASSEMBLE AND INSTALL GABION BASKETS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.· EMPTY GABIONS SHALL BE CONNECTED TO EACH OTHER AND ALIGNED BEFORE FILLING BASKETS WITH RIPRAP.

GABION BASKET DETAIL

2'

1'

C800DETAILS

CERTIFICATION

18025

SK

MAY 27, 2020






Project #19-005-ST

See Drawing










REVISION SCHEDULE


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DRY DETENTION WITH UNDERDRAIN

NO SCALE

NOTES:

1. PIPE MATERIAL SHALL BE PERFORATED CORRUGATED

POLYETHYLENE, AS SPECIFIED.

2. UNDERDRAIN CLEANOUT/RISERS REQUIRED EVERY 500 FEET.

NOTES:

1. PROVIDE GRATE CASTING WITH A POLLUTION PREVENTION

MESSAGE ICON WHICH ARE ATTACHED OR CAST DIRECTLY INTO

THE CASTING. THE CASTING SHALL HAVE THE MESSAGE "DUMP

NO WASTE DRAINS TO WATERWAY" IN MINIMUM OF

1 INCH HIGH LETTERS.

DRY DETENTION OVERFLOW STRUCTURE

NO SCALE

NO. 8 WASHED STONE

6" PERFORATED UNDERDRAIN PIPE

NO. 8 WASHED STONE

OR WASHED PEA GRAVEL

GEOTEXTILE

AROUND THE PIPE

4" TOPSOIL

CASTING, AS SPECIFIED

PRECAST REINFORCED

CONCRETE INLET BOX

STRUCTURE

6" UNDERDRAIN

#8 CRUSHED STONE

TO UNDISTURBED STONE

UNDISTURBED SOIL

6" UNDERDRAIN

6"

24"

6"

6" 24" 6"

4"

VARIES

(SEE PLANS)

12" MIN.

3"

MIN.

3"

MIN.

6" MIN.

8"

MOUNTABLE CONCRETE

CURB BEYOND

NON-WOVEN FILTER FABRIC

VARIES; SEE PLANS

4"

2'-6"

8"

1'-0"

1'-6"

FINISH GRADE

RAIN GARDEN PIPE & INLET; SEE CIVIL PLANS

SECTION THROUGH BIORETENTION

NO SCALE

MOUNTABLE

CONCRETE CURB

SAND/TOPSOIL SOIL MIX;

REFER TO CIVIL PLANS

ASPHALT PAVEMENT

#4 @ 24" O.C.

VERT.; MIN 3" CLR.

(2) #4 CONT. TOP & BOT.;

MIN. 3" CLR

WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

THE BACKFILL MATERIAL SHALL BE INDOT #8 STONE.

(1, 2) INTEGRATED DUCTILE IRONGRATE TO MATCH BASIN O.D

8" - 36"

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. ON 8" - 24", 10" MIN. ON 30"

& 12" MIN. ON 36"

BASED ON MANUFACTURING REQ.)

4" MIN ON 8" - 24"

6" MIN ON 30" & 36"

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(3) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

NOTES

1. STRUCTURE SHALL BE MANUFACTURED BY NYLOPLAST.

2. 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3. 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP.

SEE DRAWING NO. 7001-110-045. DRAIN BASIN TO BE CUSTOM MANUFACTURED

ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO

SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR

CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36").

5. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE

BETWEEN ADAPTERS SEE DRAWING O. 7001-110-012.

6. 8" - 30" DOME GRATES HAVE NO LOAD RATING.

7. STRUCTURE SHALL HAVE A SUMP INSERT. NO SUMP IS ALLOWED

CLEANOUT STRUCTURE

6" MIN. #8 STONE BEDDING

(5) ADAPTER ANGLES VARIABLE0° - 360° ACCORDING TO PLANS

TOP SOIL

SOLID COVER

NO SCALE

VARIES

SEE PLANS

8"

YARD INLET

NO SCALE

NON-WOVEN FILTER FABRIC

8'-4"

2'-2"

8"

1'-6"

FINISH GRADE

RAIN GARDEN PIPE & INLET; SEE CIVIL PLANS

SECTION THROUGH BIORETENTION

NO SCALE

MOUNTABLE

CONCRETE CURB

SAND/TOPSOIL SOIL MIX;

REFER TO CIVIL PLANS

ASPHALT PAVEMENT

#4 @ 24" O.C.

VERT.; MIN 3" CLR.

(2) #4 CONT. TOP & BOT.;

MIN. 3" CLR

C300

B

C300

A

3" Min.3" Min.

3" Min.

3" Min.

3" Min.3" Min.

3" Min.

3" Min.

18" DIAMETER

4,000 PSI CONCRETE COLLAR

12"

NOTES

1. STRUCTURE SHALL BE A NYLOPLAST DRAIN BASIN

2. SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3. NO SUMP IS ALLOWED IN STRUCTURE; FILL SUMP WITH 4,000 PSI CONCRETE.

3:1 3

:1

3:1 3

:1

ORIFICE

5/27/2020

AutoCAD SHX TextN.T.S.

TURF REINFORCEMENT MAT

NO SCALE

3B

42A

5

1

3A

4"- 6"(10 - 15cm)

6"(15 cm)

12" (30 cm)

4"- 6"(10 - 15cm)

INSTRUCTIONS

6

12" (30 cm)

6"(15 cm)

6" (15 cm)

Staple PatternGuide

UnrollDirection

18" (45 cm)

18" (45 cm)

18" (45 cm)

Pin / Staple / Twist Pin, asappropriate for field conditions

4 - 6"10 - 15 cmPlan View

Roll Overlap

24" (60 cm)

20" (

50 c

m)

Upper Roll

UnderneathRoll

2B

12" (30 cm)

6"(15 cm)

1. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. Ground surface must be free of debris,rocks, clay clods and raked smooth sufficient to allow intimate contact of the RECP with the soil over the entirety of the installation.

2. Begin at the top of the slope by anchoring the RECPs in a 6" (15 cm) deep X 6" (15 cm) wide trench.2.A. Anchor the RECPs with a row of staples/stakes/pins spaced at 18" (45 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling and fold the

roll over downslope. Secure RECPs over compacted soil with a row of staples/stakes/pins spaced at 18" (45 cm) apart across the width of the RECPs.2.B. Anchor the RECPs with a row of staples/stakes/pins spaced at 18" (45 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling

3. Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surfaceby placing staples/stakes/pins in appropriate locations as shown in the staple pattern guide.

4. The edges of parallel RECPs must be stapled with approximately 4" - 6" (10 - 15 cm) overlap.5. Consecutive RECPs spliced down the slope must overlapped with the upstream mat atop the downstream mat (shingle style). The overlap should be 4" - 6" (10 - 15 cm).6. At the terminal end, secure each mat across the width with a row of staples/stakes/pins spaced at 18" (45 cm). If exposed to flow, foot traffic, wind uplift or other disruption,

trench the terminal end in as shown in detail.7. Fasteners should provide a minimum of twenty pounds of pullout resistance. Six-inch (10 cm) X one-inch (2.5 cm) eleven gauge staples are typically adequate. In loose soils,

longer staples may be necessary, twist pins can provide the greatest pullout resistance. In hard or rocky soils, straight pins may by used where staples or twist pins arerefused, provided the minimum pullout requirements are met. Bio-degradable fasteners shall not be used.

LATERAL ASSEMBLY PIT DETAIL

C801DETAILS

CERTIFICATION

18025

SK

MAY 27, 2020






Project #19-005-ST

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PARKING LOT PAVEMENT

NO SCALE

PREPARE SUBGRADE PER INDIANA

DEPARTMENT OF TRANSPORTATION

SPECIFICATION SECTION 207-SUBGRADE

6" COMPACTED AGGREGATE No. 53 OR

(3" COMPACTED AGGREGATE No. 53 ON

3" COMPACTED AGGREGATE No. 2)

4.5" QC/QA-HMA, 2, 64, INTERMEDIATE

25.0mm (495 LB/SYD)

1.5" QC/QA-HMA, 2, 64, SURFACE

9.5mm (165 LB/SYD)

5/27/2020

AutoCAD SHX Text48" MIN. COVER

AutoCAD SHX Text4"

AutoCAD SHX Text4"

AutoCAD SHX TextSECTION A-A

AutoCAD SHX Text2"

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextTOP OF PIPE

AutoCAD SHX TextSECURE WIRE TO PIT COVER

AutoCAD SHX TextNOTES: 1. BED THE ASSEMBLY AND PIPE WITH STONE TO THE SPRINGLINE. DO NOT REST THE PIT ON TOP OF THE LATERAL PIPE.

AutoCAD SHX Text2 TRIANGULAR NOTCHES, EACH APPROXIMATELY 4"Wx4"H

AutoCAD SHX TextN.T.S.

AutoCAD SHX Text 1-1/4" LOW PRESSURE SEWER LATERAL PIPE

AutoCAD SHX Text 24" DIA. HDPE PIPE FOR PIT (OPEN BOTTOM)

AutoCAD SHX Text PIT COVER (WITH "SEWER" STAMPED INTO SURFACE) BY STAR

AutoCAD SHX Text PRODUCTS #SP-V32026SEWER, OUTSIDE OF ROADWAY.

AutoCAD SHX Text OUTSIDE OF ROADWAY

AutoCAD SHX Text1-1/4" LOW PRESSURE

AutoCAD SHX TextSEWER LATERAL PIPE

AutoCAD SHX Text24" DIA. HDPE PIPE FOR PIT

AutoCAD SHX Text(OPEN BOTTOM) OUTSIDE OF ROADWAY

AutoCAD SHX Text LATERAL ASSEMBLY (PRE-ASSEMBLED, INCLUDES STAINLESS STEEL VALVE

AutoCAD SHX Text ADAPTOR FITTINGS AT EACH END)

AutoCAD SHX Text CURB STOP AND INTEGRAL CHECK VALVE WITH POLYPROPYLENE COMPRESSION

AutoCAD SHX TextTRACER

AutoCAD SHX TextWIRE

AutoCAD SHX Text #8 COMPACTED CRUSHED STONE, MIN. 6" UNDER

AutoCAD SHX Text BOTTOM OF STRUCTURE AND/OR PIPE

C802DETAILS

CERTIFICATION

18025

SK

MAY 27, 2020






Project #19-005-ST

See Drawing










REVISION SCHEDULE


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S. S

TEPH

EN

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IVE

Offsite D

rainage Easem

ent

24"

36"

20"

18"

30"

8"

10"

10"

12"

8"

40"

40"

12"

28"

30"

30"

30"

28"

20"

24"

24"

34"

20"

32"

30"

32"

24"

24"

20"

20"

32"

18"

30"



CERTIFICATION

18025

SK

MAY 27, 2020






Project #19-005-ST

See Drawing

P:W:




P:W:




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REVISION SCHEDULE


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C900EROSION CONTROL PLAN

LEGEND

TEMPORARY SILT FENCE

TEMPORARY INLET PROTECTION, FILTER SOCK

TEMPORARY INLET PROTECTION, FILTER BAG

PERMANENT TURF REINFORCEMENT MAT


NOTES

- INSTALL INLET PROTECTION ON ALL EXISTING INLETS UNTIL THE INLET IS

REMOVED OR UNTIL THE PROJECT IS COMPLETED.

- INSTALL INLET PROTECTION AFTER NEW INLETS ARE INSTALLED AND FOR

DURATION OF THE PROJECT.

- THE TOWN OF BROWNSBURG RESERVES THE RIGHT TO REQUIRE ADDITIONAL

ONSITE CONTROLS AS DEEMED NECESSARY TO MAINTAIN COMPLIANCE WITH 327

IAC 15-5 (RULE 5) AND THE TOWN'S STORMWATER MANAGEMENT ORDINANCE. ALL

EROSION AND SEDIMENT CONTROLS, BEST MANAGEMENT PRACTICES, AND

POLLUTION PREVENTION MEASURES MUST BE INSTALLED AND MAINTAINED IN

ACCORDANCE WITH THE INDIANA STORMWATER QUALITY MANUAL.

5/27/2020

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SWPPP NOTES

B2 SEQUENCE OF EROSION CONTROL MEASURES

IMPLEMENTATION:

UPON COMPLETION OF THE INITIAL SITE INSPECTION AND BEFORE

ANY VEGETATION IS REMOVED FROM THE SITE, THE EROSION

CONTROL PLAN SHALL BE IMPLEMENTED. THE PLAN SHALL BE

CONTINUALLY MAINTAINED AND UPDATED AS NEEDED.

ALL EROSION CONTROL PRACTICES WILL BE INSTALLED UNDER THE

GUIDANCE OF A PROFESSIONAL EXPERIENCED IN EROSION CONTROL.

ALL OTHER NON-ENGINEERED EROSION CONTROL MEASURES

INVOLVING VEGETATION WILL BE INSTALLED ACCORDING TO THE

SPECIFICATIONS AND CRITERIA AS SET FORTH IN THE EROSION

CONTROL PLAN.

EROSION CONTROL PRACTICES WILL BE IMPLEMENTED ON ALL

DISTURBED AREAS WITHIN THE PROJECT SITE AND MAINTAINED IN

WORKING ORDER BY THE CONTRACTOR:

· INSTALL PERIMETER PROTECTION INCLUDING SILT FENCE ANDCONSTRUCTION ENTRANCES

· INSTALL INLET PROTECTION AT EXISTING INLETS· INSTALL INLET PROTECTION AT PROPOSED INLETS ONCE

INSTALLED

· COMPLETE GRADING ACTIVITIES· INSTALL TEMPORARY SEEDING ON DISTURBED AREAS EXPECTED

TO REMAIN IDLE FOR MORE THAN 7 DAYS.

· INSTALL PERMANENT EROSION CONTROL MEASURES ONCE FINALGRADES ARE SET.

· REMOVE TEMPORARY EROSION CONTROL MEASURES UPONAPPROVAL BY THE EROSION CONTROL INSPECTOR

B11 TEMPORARY SURFACE STABILIZATION METHODS

TEMPORARY SURFACE STABILIZATION WILL CONSIST OF

TEMPORARYSEEDING AND MULCHING FOR DISTURBED AREAS THAT

WILL NOT HAVE ANY GRADING WORK PERFORMED FOR MORE THAN 7

DAYS. SEE TEMPORARY SEEDING TABLE AND CHART ON SHEET C901

FOR TYPES AND APPLICATION RATES OF SEED. WHERE

CONSTRUCTION DISTURBS SLOPES EQUAL TO OR STEEPER THAN 3 TO

1 OR WITHIN AREAS OF CONCENTRATED FLOW, PROTECT BARE

SLOPES WITH AN EROSION CONTROL BLANKET. WHERE GROWTH IS

NOT LIKELY TO OCCUR BECAUSE OF THE SEASON, TEMPORARY

ANCHORED MULCH MAY BE USED TO COVER FUTURE VEGETATED

AREAS. AGGREGATE COVER MAY BE USED TO COVER AREAS OF

FUTURE PAVEMENT.

B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN

· THE PROPER MANAGEMENT AND DISPOSAL OF WASTES SHOULDBE PRACTICED ON SITE AT ALL TIMES TO REDUCE POLLUTION TO

STORM WATER RUNOFF. HAZARDOUS WASTE SHOULD ALWAYS

BE DISPOSED OF THROUGH A DESIGNATED HAZARDOUS WASTE

MANAGEMENT OR RECYCLING FACILITY. HAZARDOUS WASTE

SHOULD NOT BE DISPOSED OF WITH ORDINARY GARBAGE, OR

POURED INTO THE SANITARY SEWER SYSTEM OR ONTO THE

GROUND.

· DESIGNATE A WASTE COLLECTION AREA ON-SITE THAT DOES NOTRECEIVE A SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND

AREAS AND DOES NOT DRAIN DIRECTLY INTO A WATER BODY.

· KEEP PRODUCTS IN ORIGINAL CONTAINERS UNLESS THEY ARENOT RE-SEALABLE, THEN ORIGINAL LABEL AND MATERIAL

SAFETY DATA WILL BE RETAINED. IF A PRODUCT DOES NOT HAVE

ITS ORIGINAL LABEL, LABEL IT YOURSELF IF YOU ARE SURE OF

CONTENTS. MAKE SURE PRODUCTS ARE PROPERLY SEALED TO

PREVENT LEAKS AND SPILLS AND STORED IN A WEATHER PROOF

SELF CONTAINED AREA AWAY FROM HEAT, SPARKS AND FLAMES.

· A PROGRAM FOR RECYCLING OR DISPOSAL OF MATERIALSASSOCIATED WITH OR FROM THE PROJECT SITE SHALL BE

ESTABLISHED. ALL RECYCLING CONTAINERS SHALL BE CLEARLY

LABELED.

· ALL CONSTRUCTION ACTIVITIES TO BE MONITORED ANDMAINTAINED BY THE CONTRACTOR. AS EACH NEW

SUB-CONTRACTOR COMES ON-SITE, THE CONTRACTOR WILL

CONDUCT AND DOCUMENT A MEETING TO ENSURE AWARENESS

OF THE POLLUTANT PREVENTION PROGRAM. GUIDELINES FOR

PROPER HANDLING, STORAGE AND DISPOSAL OF CONSTRUCTION

SITE WASTES SHOULD BE POSTED IN STORAGE AND USE AREAS

AND WORKERS SHOULD BE TRAINED IN THESE PRACTICES TO

ENSURE EVERYONE IS KNOWLEDGEABLE ENOUGH TO

PARTICIPATE.

· IN AN EMERGENCY, THE CONTRACTOR WILL CALL 911. IN THEEVENT OF A SPILL THAT POSES NO IMMEDIATE THREAT, THE

CONTRACTOR WILL CONTACT THE TOWN OF BROWNSBURG

UTILITIES ENGINEER AND IDEM EMERGENCY RESPONSE AT (888)

233-7745 WITHIN 24 HOURS OF THE SPILL. EMERGENCY PHONE

NUMBERS AND PROCEDURES SHALL BE PROMINENTLY

DISPLAYED AT THE WORK SITE WHERE SPILLS MAY OCCUR, SUCH

AS STAGING/REFUELING AREAS.

· CLEAN UP SPILLS IMMEDIATELY. FOR HAZARDOUS MATERIALSFOLLOW CLEANUP INSTRUCTIONS ON THE PACKAGE. USE

ABSORBENT MATERIAL SUCH AS SAWDUST OR KITTY LITTER TO

CONTAIN THE SPILL. PROPER SAFETY MATERIALS SHOULD BE

STORED ON SITE IN CASE OF ACCIDENT OR SPILL WHICH SHOULD

INCLUDE BUT NOT LIMITED TO BROOMS, DUST PANS, MOPS, RAGS,

GLOVES, GOGGLES, AND PLASTIC AND METAL TRASH

CONTAINERS SPECIFICALLY FOR THAT PURPOSE. SPILL AREAS

SHOULD BE WELL VENTILATED.

· DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDEEXTRA CONTAINERS AND SCHEDULE MORE FREQUENT PICKUPS

FOR RECYCLABLES AND GARBAGE. COLLECT, REMOVE, AND

DISPOSE OR ALL CONSTRUCTION SITE WASTES AT AUTHORIZED

DISPOSAL AREAS. CONTACT LOCAL ENVIRONMENTAL AGENCY TO

IDENTIFY DISPOSAL SITES OR AUTHORIZED CONTRACTORS.

· CONSTRUCTION VEHICLES SHOULD BE INSPECTED FOR LEAKSDAILY AND REPAIRED IMMEDIATELY IN A SELF CONTAINED AREA

DESIGNATED FOR VEHICLE MAINTENANCE AND REPAIR. THE

VEHICLE MAINTENANCE AREA SHOULD BE CONDUCTED ON AN

AREA THAT IS TO BECOME FUTURE PAVEMENT. THIS AREA WILL

BE DESIGNED TO MINIMIZE CONTACT BETWEEN EQUIPMENT

ACTIVITIES AND RAINFALL OR RUNOFF. SPILLS MUST BE

CLEANED UP AND MATERIALS DISPOSED OF IMMEDIATELY.

· CONTAINERS OR EQUIPMENT THAT MAY MALFUNCTION ANDCAUSE LEAKS OR SPILLS SHOULD BE IDENTIFIED THROUGH

REGULAR INSPECTION AND STORAGE OF USE AREAS.

EQUIPMENT AND CONTAINERS SHOULD BE INSPECTED

REGULARLY FOR LEAKS, CORROSION, SUPPORT OR FOUNDATION

FAILURE, OR ANY OTHER SIGNS OF DETERIORATION AND SHOULD

BE TESTED FOR SOUNDNESS. ANY FOUND TO BE DEFECTIVE

SHOULD BE REPAIRED OR REPLACED IMMEDIATELY.

B14 MONITORING AND MAINTENANCE GUIDELINES

A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF

THE PROJECT SITE:

· BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH 12

INCH

STORM EVENT

· A MINIMUM OF ONE (1) TIME PER WEEK.

THE EVALUATION WILL:

· ADDRESS THE MAINTENANCE OF EXISTING EROSION CONTROLMEASURES TO ENSURE PROPER FUNCTIONING

· IDENTIFY ANY ADDITIONAL MEASURES NECESSARY TO MEET THEREQUIREMENTS OF THE EROSION CONTROL PLAN.

WRITTEN EVALUATION REPORTS INCLUDE:

· THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION;THE DATE OF THE EVALUATION

· PROBLEMS IDENTIFIED AT THE PROJECT SITE· DETAILS OR CORRECTIVE ACTIONS RECOMMENDED AND

COMPLETED.

ALL WRITTEN EVALUATION REPORTS FOR THE PROJECT SITE WILL BE

MAINTAINED BY THE CONSTRUCTION SUPERINTENDENT THROUGHOUT

THE TERM OF THE PROJECT CONSTRUCTION AND MADE AVAILABLE TO

THE SWCD OR OTHER INSPECTING AUTHORITY WITHIN 48 HOURS OF A

REQUEST.

MAINTENANCE OF SPECIFIC EROSION CONTROL MEASURES SHALL BE

ACCORDING TO THE FOLLOWING:

SEEDING OF DISTURBED AREAS

· DISTURBED AREAS WILL BE SEEDED AND MULCHED FORTEMPORARY OR PERMANENT STABILIZATION AS PHASES OF THE

PROJECT CONSTRUCTION ARE COMPLETED.

· UN-VEGETATED AREAS SCHEDULED OR LIKELY TO BE LEFTINACTIVE FOR 7 DAYS OR MORE WILL BE TEMPORARILY OR

PERMANENTLY STABILIZED WITH MEASURES APPROPRIATE FOR

THE SEASON TO MINIMIZE EROSION POTENTIAL.

· SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THATA GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED

AND RESEED AS NEEDED.

SILT FENCE MAINTENANCE REQUIREMENTS

· INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORMEVENT.

· IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAYBECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION

IMMEDIATELY.

· REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THEHEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE

FABRIC TO BULGE.

· TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.

· AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEENSTABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,

BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

MAINTENANCE REQUIREMENTS

· INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLYAND AFTER STORM EVENTS OR HEAVY USE.

· RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL,AND TOP DRESS WITH CLEAN STONE AS NEEDED.

· IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHEDONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING

SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A

SEDIMENT TRAP OR BASIN.

· REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.

TEMPORARY INLET PROTECTION MAINTENANCE

REQUIREMENTS

FILTER SOCK:

· INSPECT WEEKLY AND AFTER EACH STORM EVENT.· IF FILTER SOCK IS DAMAGED OR BECOMES INEFFECTIVE IN ANY

WAY, REPLACE THE AFFECTED PORTION

· REMOVE SEDIMENT AFTER EACH STORM EVENT.· FILTER SOCKS SHOULD REMAIN IN PLACE UNTIL LAND DISTURBING

ACTIVITIES ARE COMPLETE AND UPSTREAM DRAINAGE AREAS ARE

STABILIZED.

FILTER BAGS:

· INSPECT WEEKLY AND AFTER EACH STORM EVENT.· REMOVE SEDIMENT AND ACCUMULATED DEBRIS AFTER EACH

STORM EVENT. WHEN CLEANING AND REMOVING DEBRIS, DO NOT

PLACE IN A DITCH, STREAM, WETLAND, WATERWAY, OR STORM

CONVEYANCE.

· IF FILTER BAG IS DAMAGED OR BECOMES INEFFECTIVE IN ANYWAY, REPLACE THE BAG.

· FILTER BAG SHOULD REMAIN IN PLACE UNTIL LAND DISTURBINGACTIVITIES ARE COMPLETE AND THE UPSTREAM DRAINAGE AREAS

ARE STABILIZED.

CONCRETE WASHOUT MAINTENANCE REQUIREMENTS

· SEE DETAIL ON SHEET C800.

C1 POTENTIAL POLLUTANT SOURCES FROM PROPOSED

LAND USE

ANTICIPATED POST CONSTRUCTION POLLUTANTS INCLUDE VEHICLES

THAT UTILIZE THE SITE, FERTILIZER FOR PERMANENT SEEDING, AND

HERBICIDES/FERTILIZERS USED ON ADJACENT LAWNS. POTENTIAL

POLLUTANTS FROM VEHICLES INCLUDE: GREASE, OIL, GASOLINE,

DIESEL, ANTIFREEZE, BRAKE FLUID, METALS, RUBBER FRAGMENTS

AND OTHER HYDROCARBONS. ALSO SAND AND GRAVEL FROM

ROADWAY SURFACES AND ROAD WEATHER TREATMENTS ARE

ASSUMED. BACTERIA AND OTHER BIOLOGICAL AGENTS FROM

DUMPSTER AREAS AND LITTERING ARE ALSO CONSIDERED

POTENTIAL POLLUTANTS.

C2 SEQUENCE OF EROSION CONTROL MEASURES

IMPLEMENTATION

ALL PERMANENT SEED AND POST CONSTRUCTION EROSION CONTROL

MEASURES AND WATER QUALITY BMP'S SHOULD BE PLACED AS SOON

AS PRACTICAL FOLLOWING CONSTRUCTION ACTIVITIES. A SCHEDULED

POST-CONSTRUCTION INSPECTION WILL DETERMINE IF PERMANENT

EROSION AND SEDIMENT CONTROL MEASURES ARE ACCEPTABLE. THE

TOWN OF BROWNSBURG WILL THEN ACCEPT RESPONSIBILITY OF

MAINTAINING EACH PERMANENT STORMWATER QUALITY MEASURE.

C3 PROPOSED STORM-WATER QUALITY MEASURES

POST-CONSTRUCTION STORMWATER QUALITY MEASURES INCLUDE

PERMANENT SEED, TURF REINFORCEMENT MATS AT CULVERT OUTLETS

AND ON SLOPES OF 3 TO 1 AND GREATER, VEGETATED FILTER STRIP,

RIPRAP GABION BASKET CHECK DAMS, BIORETENTION, AND DRY

DETENTION BASINS. SEE SHEETS C300 FOR LOCATIONS OF EACH

STORMWATER QUALITY MEASURE.

C5 MAINTENANCE GUIDELINES FOR STORMWATER

MEASURES

THE TOWN OF BROWNSBURG WILL BE RESPONSIBLE FOR INSPECTING

THE CONDITION OF THE POST-CONSTRUCTION STORMWATER QUALITY

MEASURES. BMP'S WILL BE INSPECTED IN ACCORDANCE WITH THE

TOWN OF BROWNSBURG STORMWATER MANAGEMENT ORDINANCE,

HENDRICKS COUNTY STORMWATER TEHCNICAL STANDARDS MANUAL,

AND THE STORMWATER OPERATIONS AND MAINTENANCE MANUAL FOR

THIS PROJECT.

INSPECTIONS WILL INCLUDE OBSERVATIONS OF INLETS, CULVERTS AND

END SECTIONS, STORM SEWER PIPES, UNDERDRAINS, VEGETATED

AREAS ALONG DRY DETENTION BASIN SLOPES AND CONCENTRATED

FLOW AREAS, BIORETENTION AREAS, DRY DETENTION BASINS, AND

RIPRAP CHECK DAMS.

MAINTENANCE WILL INCLUDE REPAIRS AND/OR REPLACEMENT OF ANY

OF THE ABOVE LISTED COMPONENTS ON SITE, REGULAR MOWING, AND

REMOVAL OF SEDIMENT AND DEBRIS. MAINTENANCE FOR THE

BIORETENTION AREA WILL ALSO INCLUDE WATERING, WEEDING, AND

REMOVAL OF INVASIVE SPECIES AS NECESSARY.

NE QUARTER OF SECTION 15, T-16-N, R-1-E; CIVIL TOWNSHIP: LINCOLN

PROPOSED PEAK DISCHARGE

A12

A14

A8

A13

A7

A9

A10

EXISTING VEGETATIVE COVER

RECEIVING WATERS

POINTS OF STORMWATER DISCHARGE FROM SITE

HYDROLOGIC UNIT CODE

ADJACENT LAND USE

FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES

A22

A19

A17

A21

A20

A18

A16

A15

IMPLEMENTATION SEQUENCE

FINAL SITE TOPOGRAPHY

OFF-SITE CONSTRUCTION ACTIVITIES

PROPOSED STORMWATER SYSTEMS

SOILS MAP AND SOIL DESCRIPTIONS

EXISTING SITE TOPOGRAPHY

PROPOSED SOIL STOCKPILES

CONSTRUCTION ENTRANCE LOCATION

CONTROL MEASURES FOR SHEET FLOW AREAS

INLET PROTECTION MEASURE LOCATIONS AND SPECS

MONITORING AND MAINTENANCE GUIDELINES

EROSION AND SEDIMENT CONTROL SPECS FOR INDIVIDUAL LOTS

TEMPORARY SURFACE STABILIZATION METHODS

CONSTRUCTION DETAILS FOR CONTROL MEASURES

GRADE STABILIZATION STRUCTURES

MATERIAL HANDLING AND SPILL PREVENTION PLAN

RUNOFF CONTROL MEASURES

STORM WATER OUTLET PROTECTION SPECIFICATIONS

PERMANENT SURFACE STABILIZATION METHODS

LOTS AND PROPOSED SITE IMPROVEMENTS

STATE OR FEDERAL WATER QUALITY PERMITS

ADJACENT WETLANDS, LAKES AND WATER COURSES

POTENTIAL DISCHARGES TO GROUND WATER

CONSTRUCTION LIMITS

SWPPP - CONSTRUCTION COMPONENT

POTENTIAL POLLUTANT SOURCES

IMPLEMENTATION SEQUENCE

PROPOSED STORMWATER QUALITY MEASURES

SWPPP - POST-CONSTRUCTION COMPONENT

POTENTIAL POLLUTANT SOURCES

CONSTRUCTION DETAILS AND SPECIFICATIONS

SWPPP MAINTENANCE GUIDELINES

A11

B12

B14

B8

B13

B5

B3

B7

B9

B10

B6

B4

B2

B1

B11

B15

C5

C3

C4

C2

C1

A23

A5

A3

#

A4

A2

A1

NATURE AND PURPOSE OF PROJECT

LEGAL DESCRIPTION OF PROJECT SITE

PLAN ELEMENT

ASSESSMENT OF CONSTRUCTION

BUILDING LOT NUMBERS/BOUNDARIES AND ROADS

PROJECT SITE VICINITY MAP

SEE SHEET 1

INDEX OF REQUIRED PLAN ELEMENTS

SEE TITLE SHEET

SEE SHEET 1

LAND DISTURBANCE ASSOCIATED WITH PARK PROJECT DEVELOPMENTS INCLUDING

CONSTRUCTION OF DRY DETENTION BASINS, STORMWATER INFRASTRUCTURE, PARKING

LOT, PICKLEBALL COURTS, PLAYGROUND AREAS, AND RESTROOMS.

SEE SHEET C200 TO C901 AND L100 TO L702

HUC 14 = 05120201150020

N/A

STORM SEWER; WHITE LICK CREEK

N/A

WHITE LICK CREEK

NONE KNOWN

THIS SITE IS NOT LOCATED IN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE.

RESIDENTIAL

SEE SHEET C200 AND C300

GRASS AND SOME TREES

SEE SHEET C901

SEE SHEET C300

CONNECTION TO EXISTING UTILITIES ON WILLIAMS DR; SEE SHEET C200

SEE SHEET C901 - SWPPP NOTES

SEE SHEETS 1 AND C300

SEE SHEET C300

EXISTING ENTRANCE TO BE UTILIZED. SEE SHEET C300

SEEDING, SILT FENCE. SEE SHEET C900 & DETAILS ON C801

FILTER SOCK AND FILTER BAG INSERT. SEE SHEET C900 & DETAILS ON SHEET C801

SILT FENCE AND PERMANENT CHECK DAMS. SEE SHEET C300 & C900 AND DETAILS ON

TURF REINFORCEMENT MAT. SEE SHEET C300 AND DETAIL ON SHEET C801


SEE SHEETS C300 & C900 FOR PERMANENT AND TEMPORARY CONTROL MEASURES

SEE - TEMPORARY SEEDING CHART AND SWPPP NOTES ON SHEET C901

SEE SHEET C901 - SWPPP NOTES AND SHEET C800

N/A


PLAN ELEMENTS

SEEDING, SILT FENCE. SEE SHEET C900 & DETAILS ON C801

SEE SHEET C901 - SWPPP NOTES AND SHEET L141

100 YEAR: 4.64 CFS 2.80 CFS

EXISTING PROPOSED

10 YEAR: 1.25 CFS 2.27 CFS



SEE SHEETS C800 TO C802



SEE SHEET C901 - SWPPP NOTES AND SHEET C800

EXISTING INLET PROTECTION

EROSION CONTROL MEASURE

PERMANENT SEEDING

INLET PROTECTION

TEMPORARY SEEDING

SILT FENCE

STONE ENTRANCE

PRIOR TO CLEARING AND GRADING



AFTER ROUGH GRADING

AFTER FINISH GRADING

AFTER EACH INLET IS PLACEDWEEKLY, AFTER STORM EVENTS, AND AS NEEDED

WEEKLY, AFTER STORM EVENTS, AND AS NEEDED

WATER AS NEEDED

AS NEEDED

WEEKLY, AFTER STORM EVENTS, AND AS NEEDED

WATER AS NEEDED

INSTALLATION SEQUENCEMAINTENANCE

EROSION CONTROL SCHEDULE

* NOT NECESSARY WHERE MULCH IS APPLIED.

**

*

INCREASE SEEDING APPLICATION BY 50%.

LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS

IF MULCH IS APPLIED.

USE MULCH.

EROSION AT TIMES OTHER THAN IN THE SHADED AREAS.

IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL

PERMANENT SEEDING DATES

TEMPORARY SEEDING DATES

IRRIGATED

NON-IRRIGATED*

DORMANT SEEDING**

ANNUAL RYEGRASS

OATS

WHEAT OR RYE

DECNOVOCTSEPAUGJULJUNMAYAPRMARFEBJAN

COVER SEED 1/4" DEEP

REMARKS

COVER SEED 1" TO 1 1/2" DEEP

COVER SEED 1" DEEP

40 LB.

3 BU.

2 BU.

ACRE1000 SQ. FT.

3.5 LBS.

2.3 LBS.

1 LB.ANNUAL RYEGRASS

TYPE OF SEED

WHEAT OR RYE

SPRING OATS

SEEDING BASED ON THE IDNR Guidelines for Seeding Disturbed Areas

A6

CONTROL MEASURES FOR CONCENTRATED FLOW AREAS

SHEET C801

CERTIFICATION

18025

SK

MAY 27, 2020






Project #19-005-ST

See Drawing

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REVISION SCHEDULE


CN

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C901STORMWATER POLLUTIONPREVENTION PLAN

SUSPENDED SOLIDS FROM DISTURBING SOIL AND HANDLING OF AGGREGATE MATERIALS,

CONSTRUCTION WASTE, BUILDING MATERIALS, CONSTRUCTION EQUIPMENT FLUID SPILLS

OR LEAKS, PAINTS, THINNERS AND SOLVENTS, CONCRETE WASHOUT, BIOLOGICAL SOLID

WASTE, REFUSE AND DEBRIS ASSOCIATED WITH CONSTRUCTION ACTIVITIES, FERTILIZER

FROM TEMPORARY AND PERMANENT VEGETATION

A21 PROPOSED SOIL STOCKPILES:

THE LOCATION OF STOCKPILES, BORROW, AND/OR DISPOSAL AREAS

WILL BE IDENTIFIED BY THE CONTRACTOR.

STOCKPILES SHOULD BE MANAGED FOR WIND EROSION,

STORMWATER EROSION, AND SEDIMENT CONTROL. STOCKPILES

SHOULD BE POSITIONED AWAY FROM ANY DITCH, STREAM, WETLAND

SILT FENCE SHOULD BE INSTALLED AS PERIMETER PROTECTION.

STOCKPILED SOIL THAT IS SCHEDULED OR LIKELY TO BE LEFT

INACTIVE FOR 15 DAYS OR MORE SHOULD BE TEMPORARILY OR

PERMANENTLY STABILIZED WITH MEASURES APPROPRIATE FOR THE

SEASON IN ORDER TO MINIMIZE EROSION POTENTIAL.

B9 GRADE STABILIZATION METHODS

GRADE STABILIZATION WILL BE ACCOMPLISHED THROUGH THE

INSTALLATION OF TEMPORARY SEED, AS WELL AS THE INSTALLATION

OF PERMANENT SEED UPON COMPLETION OF GRADING ACTIVITIES.

B12 PERMANENT SURFACE STABILIZATION METHODS

PERMANENT SURFACE STABILIZATION WILL CONSIST OF CONCRETE,

ASPHALT, PERMANENT SEEDING, AND TURF REINFORCEMENT MATS

ON SLOPES OF 3 TO 1 OR GREATER.

CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED SUCH THAT

THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE

TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR

EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION AND

EXPOSURE TO THE ELEMENTS OF UNCOMPLETED CONSTRUCTION IS

AS SHORT AS PRACTICAL.

GRADING OPERATIONS SHOULD BE SCHEDULED SO THAT PERMANENT

EROSION CONTROL FEATURES CAN BE INSTALLED IMMEDIATELY

THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT.

PERMANENT EROSION CONTROL MEASURES AFTER FINISH GRADINGAS NEEDED

LATITUDE: 39.834138; LONGITUDE: -86.402987

· A CONCRETE WASHOUT WILL BE PROVIDED FOR THE PROJECTSITE BY THE CONTRACTOR. THE CONCRETE WASHOUT SHALL BE

PLACED A MINIMUM OF 50 FEET FROM ALL STORM SEWER INLETS

AND STORM WATER CONVEYANCE SYSTEMS. SIGNAGE SHALL BE

PROVIDED TO IDENTIFY THE CONCRETE WASHOUT AREA.

ADDITIONAL NOTES REGARDING CONCRETE WASHOUT LOCATION,

MONITORING AND MAINTENANCE ARE INCLUDED IN THE DETAIL

ON SHEET C800.

5/27/2020

Offsite D

rainage Easem

ent

D-03

D-01

D-02

D-02

D-02

D-04

D-04

D-05

D-02

D-02

D-02

D-06

D-07

D-08

SYMBOL DESCRIPTION

REMOVE AND DISPOSE OF EXISTING SHELTER, CONCRETE SLAB AND ANYPOST FOUNDATIONS

REMOVE EXISTING TREE, STUMP, AND ALL ASSOCIATED DEBRIS

REMOVE EXISTING UTILITY POLE AND SERVICE LINE; REFER TOELECTRICAL PLANS FOR MORE INFORMATION

REMOVE AND DISPOSE OF EXISTING PLAYGROUND EQUIPMENT,FOUNDATIONS, AND MULCH

REMOVE EXISTING GRAVEL DRIVE

REMOVE EXISTING STRUCTURE; ABANDON ANY SUBDRAINS IN PLACE, IFNOT EXPOSED

REMOVE EXISTING PARK SIGN; SALVAGE AND RETURN TO OWNER

REMOVE AND DISPOSE OF EXISTING CURB AND SIDEWALK

D-01

D-02

D-03

D-04

D-05

D-06

D-07

D-08

DEMOLITION REFERENCE NOTES SCHEDULE

CERTIFICATION

18025

DB

MAY 27, 2020






Project #19-005-ST

See Drawing

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P:W:




P:W:




REVISION SCHEDULE


BS

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No. LA21300021

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STATE OF

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L100SITE DEMOLITION PLAN

1. DO NOT SCALE DRAWINGS.

2. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES.

3. COORDINATE ALL WORK WITH SPECIFICATIONS.

4. PRESERVE AND PROTECT ALL EXISTING SITE IMPROVEMENTSINDICATED TO REMAIN FROM DAMAGE DURING CONSTRUCTION

GENERAL NOTES

0 feet40

1" = 20'

20 60

AutoCAD SHX TextR






AutoCAD SHX TextW



















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AutoCAD SHX Text30"

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AutoCAD SHX Text36"

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AutoCAD SHX Text40"

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AutoCAD SHX Text24"

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AutoCAD SHX Text8"

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AutoCAD SHX Text"

AutoCAD SHX Text12"

AutoCAD SHX Text8"










AutoCAD SHX Textoverhead building line





AutoCAD SHX Text(stone)










































AutoCAD SHX TextREBAR

AutoCAD SHX TextSET

AutoCAD SHX TextR

AutoCAD SHX TextR

AutoCAD SHX TextLOT 31

AutoCAD SHX TextJAIRUS TAYLOR


AutoCAD SHX TextDEBORAH R. FLANAGAN


AutoCAD SHX TextBRANDON & SARAH REES


AutoCAD SHX TextRICHARD D. ROBINSON



AutoCAD SHX TextROBERT L MAPLES


AutoCAD SHX TextFRANKY GILLY BROWN


AutoCAD SHX TextDANIEL T. POWERS


AutoCAD SHX TextEMILY A. GIBSON

AutoCAD SHX TextSITE:

AutoCAD SHX TextTOWN OF BROWNSBURG

AutoCAD SHX TextINST. #9800021880

AutoCAD SHX Text3.38 ACRES± (D&M)

























Offsite D

rainage Easem

ent

W

W

W

W

W

W

TYP.

TYP.

P-02

P-02

P-01

P-02

C-01C-01

P-03

PM-02

PM-02

PROPERTY LINE

PROPERTY LINE

STE

PH

EN

DR

IVE

PM-01

F-01

G-01

PM-01

P-04

P-04

P-02

MS-02 MS-01

CR-01

SN-01

C-01

C-01

PL-01

PM-04

P-05

P-06

C-04C-04

C-04

C-04

C-04

C-01

PL-01

C-01

C-01

PM-03

SF-06

SF-06

SF-01

SF-01

SF-01 SF-01

SF-01

SF-01

SF-02

SF-03

SF-03

SF-05

PM-02SETBACK LINE

SETBACK LINE

SF-04

SF-04

PE-01

PE-02

PE-03

PE-04PE-05

PE-06

PE-07

PE-08

PE-12

PE-13

PE-11

PE-09

PE-10

PL-02

PL-02

U-01

U-01

U-01U-01

U-01

U-01

C-06

C-06

P-08

U-02

U-03

PM-05

PM-06

SN-02

P-06P-06P-06

P-06

P-06

P-06

P-06

P-06

P-06

P-06P-06 P-06

P-06

P-06

P-06

P-06

P-06

P-06

P-06

P-06

P-06

P-06

P-06

P-06

P-06

P-03

PLAY SURFACECOLOR TYPE 1

PLAY SURFACECOLOR TYPE 2

C-02

6'-0"

6'-0"

R25'-0"

R10'-0"

R3'-0"R10'-0"

R3'-0"

R25'-0"

C-05

C-05

C-01C-01

C-05

P-07

P-07

MS-03

MS-03

C-04

CURBSYMBOL DESCRIPTION DETAIL

CURB - 6" HEIGHT 2/L701

CURB - FLUSH AT BIORETENTION 3/L701

COMBINED CURB AND WALK 5/L701

CURB TAPER 6/L701

CURB, CONCRETE WHEEL STOP

CURB RAMPSYMBOL DESCRIPTION DETAIL

CURB RAMP, TYPE 1 8/L701

FENCESYMBOL DESCRIPTION DETAIL

4`-0" HEIGHT BLACK VINYL-COATED CHAINLINK FENCE 3/L702

GATESYMBOL DESCRIPTION DETAIL

BLACK VINYL-COATED CHAINL

stephens park renovation · 2020-06-19 · p:\2018\18025_stephens...

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