r mixed use district primary plat/overall ... - indiana
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BIRDSONG DRIVE
151st STREET
146th STREET
156th STREET
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151st STREET
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Know what's
Call
below.
before you dig.
R
R
REVISIO
NS:
3
96
1 P
erry B
ou
le
va
rd
W
hite
sto
wn
, IN
4
60
75
P
h. 3
17
-7
69
-2
91
6
F
ax: 317-769-3890
P100
Title Sheet
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Developer:
Project Map
Area Map
Sheet Index
HARMONY
MIXED USE DISTRICT
PRIMARY PLAT/OVERALL DEVELOPMENT PLAN
SECTION 16, T18N, R3E
WASHINGTON TOWNSHIP
HAMILTON COUNTY, WESTFIELD, INDIANA
N.T.S.
Engineer:
317-669-6209
12965 Old Meridian Street
Contact: Bryan Stumpf
Email: [email protected]
Carmel, IN 46032
Estridge Development Management, LLC
N
3961 Perry Boulevard
Whitestown, IN 46075
Ph. 317-769-2916
Fax: 317-769-3890
15120
Harm
ony
Mixed U
se D
istrict
Westfield, Indiana
Estridge D
evelopm
ent M
anagem
ent, LLC
12965 O
ld M
eridian Street
Carm
el, IN
46032
317-669-6209
Contact: Jerry Kittle
Email: [email protected]
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Harmony Section One
Harmony Section Two
Harmony
Mixed Use District
Harmony Section Three
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Existing
Existing
Existing
Harmony Section 4
Future
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CHECKED BY:
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ISSUED:
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JOB NUMBER:
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DRAWN BY:
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DATE:
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DATE:
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SHEET #
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PREPARED FOR:
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kwk
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1. 04/22/16 kwk Revise per TAC & WPWD comments from TAC mtg. held on 4-19-16
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P100
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Title Sheet
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Sheet No.
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Description
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SCALE: 1"=400'
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P101-P102
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Primary Plat
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P201
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03/25/16
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PRELIMINARY PENDING AGENCY APPROVAL
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BRIDGEPORT DR.
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SOMERVILLE DR.
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Legal Description Harmony Mixed Use District A part of the Southeast Quarter and Southeast Quarter of Section 16, Township 18 North, Range 3 East of the Second Principal Meridian, in Washington Township, Hamilton County, Indiana, more particularly described as follows: TRACT1: Commencing at the southeast Corner of said Southeast Quarter; thence South 89 degrees 25 minutes 04 seconds West (basis of bearing = ALTA/ACSM land title survey by The Schneider Corporation, Job No. 4934.001, dated March 10, 2004) along the South line of said Southeast Quarter a distance of 1,352.44 feet to the southwest corner of said Quarter Quarter Section; thence North 00 degrees 18 minutes 09 seconds West along the West line of said Quarter Quarter a distance of 179.67 feet to the POINT OF BEGINNING, said point also being the northwest corner of Parcel 1 as described in Instrument No. 2013064140 in the Office of the Recorder of Hamilton County, Indiana, (the following eight (8) courses being along the northerly and westerly lines of said Parcel 1); (1) North 89 degrees 25 minutes 36 seconds East 78.48 feet to a point on a tangent curve to the left having a radius of 925.00 feet, the radius point of which bears North 00 degrees 34 minutes 24 seconds West; (2) easterly along said curve an arc distance of 300.26 feet to a point which bears South 19 degrees 10 minutes 18 seconds East from said radius point; (3) North 70 degrees 49 minutes 42 seconds East 299.12 feet to a point on a tangent curve to the right having a radius of 1,075.00 feet, the radius point of which bears South 19 degrees 10 minutes 18 seconds East; (4) easterly along said curve an arc distance of 340.96 feet to a point which bears North 00 degrees 59 minutes 58 seconds West from said radius point; (5) North 89 degrees 00 minutes 02 seconds East 134.39 feet; (6) North 60 degrees 22 minutes 18 seconds East 175.44 feet; (7) North 00 degrees 12 minutes 08 seconds West 615.00 feet; (8) North 89 degrees 47 minutes 52 seconds East 75.00 feet to the East line of said Southeast Quarter; thence North 00 degrees 12 minutes 08 seconds West a distance of 238.05 feet to the northeast corner of said Quarter Quarter Section; Quarter Section; thence South 89 degrees 21 minutes 22 seconds West along the North line of said Quarter Quarter a distance of 1,354.74 feet to the northwest corner of said Quarter Quarter; thence South 00 degrees 18 minutes 09 seconds East along the West line of said Quarter Quarter a distance of 1,136.91 feet to the POINT OF BEGINNING, containing 30.21 acres of land, more or Quarter a distance of 1,136.91 feet to the POINT OF BEGINNING, containing 30.21 acres of land, more or less. TRACT 2 Commencing at the southeast corner of said Southeast Quarter; thence South 89 degrees 25 minutes 04 seconds West (basis of bearing = ALTA/ACSM land title survey by The Schneider Corporation, Job No. 4934.001, dated March 10, 2004) along the South line of said Southeast Quarter a distance of 1,109.75 feet to the POINT OF BEGINNING, said point also being on the southwest corner of Parcel 1A as described in Instrument No. 2013064140 in the Office of the Recorder of Hamilton County, Indiana; thence continuing South 89 degrees 25 minutes 04 seconds West along said South line a distance of 242.69 feet to the southwest corner of said Quarter Quarter Section; thence North 00 degrees 18 minutes 09 seconds West Quarter Section; thence North 00 degrees 18 minutes 09 seconds West along the West line of said Quarter Quarter a distance of 29.67 feet to the southwest corner of Parcel 1 as described in Quarter a distance of 29.67 feet to the southwest corner of Parcel 1 as described in said Instrument No. 2013064140, (the following five (5) courses being along the southerly lines of said Parcel 1); (1) North 89 degrees 25 minutes 36 seconds East 79.18 feet to a point on a tangent curve to the left having a radius of 1,075.00 feet, the radius point of which bears North 00 degrees 34 minutes 24 seconds West; (2) easterly along said curve an arc distance of 348.95 feet to a point which bears South 19 degrees 10 minutes 18 seconds East from said radius point; (3) North 70 degrees 49 minutes 42 seconds East 299.12 feet to a point on a tangent curve to the right having a radius of 925.00 feet, the radius point of which bears South 19 degrees 10 minutes 18 seconds East; (4) easterly along said curve an arc distance of 293.38 feet to a point which bears North 00 degrees 59 minutes 58 seconds West from said radius point; (5) North 89 degrees 00 minutes 02 seconds East 132.11 feet to the westerly line of said Parcel 1A, (the following four (4) courses being along the westerly and northerly lines of said Parcel 1A); (1) South 21 degrees 01 minute 23 seconds West 128.61 feet; (2) South 12 degrees 10 minutes 30 seconds East 77.30 feet; (3) South 89 degrees 25 minutes O4 seconds West 729.61 feet; (4) South 73 degrees 23 minutes 28 seconds West 126.77 feet to the Point of Beginning, containing 2.61 acres of land, more or less.
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Overall Development Plan
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PAWTUCKET DR.
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OVERALL OPEN/GREEN SPACE REQUIRED = 63 ac.
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SECTION ONE: 11.20 ac.
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SECTION TWO: 6.56 ac.
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SECTIONS 4, 5, 6 & 7: 28.77 ac.%%P
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TOTAL: 63.00 ac.
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SECTION THREE: 10.45 ac.
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MICHAEL & REBECCA HEILMANN
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CHARLES & JAMI GEIER
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MICHAEL & DEBRA WATERBURY
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LEIGH POLIFKO
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JAN & DAVID McCOY
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SHAUN WEYER
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DENIS & HEATHER CELLEGHIN
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DAVID & JENNIFER RIECK
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JUSTIN & TRACY SCHNEIDER
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RYAN & JENNIFER BENSLEY
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BRADLEY & ELIZABETH COHEN
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QUETZAILI DeDILLON
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BARBARA KEYES
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JOY & ROGER DECKARD
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JACQUELINE BRUMLEY
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EPIPHANY EVANGELICAL LUTHERAN CHURCH, INC.
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CENNTENNIAL H.O.A.
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JOHN V. DAVIS FAMILY FARMS, LLC
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JAMES & ANNETTA KOTSANOS
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BRUCE & ALLISON VANNETTA
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SUR REAL ALPACAS, INC.
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BENT TREE GOLF CLUB, INC.
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JOSEPH McCARTHY
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KURT & JANIS ESSEX
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KENT ESSEX
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KAY & MARLENE ESSEX
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BENJAMIN & KENDRA ESSEX
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ADAM & ANDREA ESSEX
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KENT ESSEX
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CORY & ANNE ESSEX
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BCE ASSOCIATES IV LLC
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ANNA FESENKO
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SHANNON & KELLI ALLEN
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KENT KIRBY
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%%UMULTI-USE AREA: 6.02 ac.%%P
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LANDSCAPE NOTES: 1.ALL STREET TREES ARE TO MATCH THE CURRENT CITY OF WESTFIELD ALL STREET TREES ARE TO MATCH THE CURRENT CITY OF WESTFIELD MASTER TREE LIST. 2.STREET TREES SHALL NOT BE WITHIN 4 FEET OF ANY PAVEMENT. STREET TREES SHALL NOT BE WITHIN 4 FEET OF ANY PAVEMENT. 3.THERE SHALL BE NO TREES WITHIN 10 FEET OF ANY STORM SEWER THERE SHALL BE NO TREES WITHIN 10 FEET OF ANY STORM SEWER INCLUDING SSD.
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CHAN HSIN & YANA SUNG CHANG
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JAMES THOMPSON
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MARK & GINA SELL
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ATUL & REETA BHARGANA
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SAS LAND LLC
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WEST FIELD HOUSING PROPERTY
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CENTENNIAL HOA
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SANFORD HORN
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BETTY & MARK LONG
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DAVID & JACOLYN GRIEL
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JULIA RENSHAW
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ALAIN & CHRISTINA VANNYCKEGHEM
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RICHARD & MELODY KISSLING
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BRUCE & BARBARA WATSON
146th STREET
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Know what's
Call
below.
before you dig.
R
R
GRAPHIC SCALE
REVISIO
NS:
3
96
1 P
erry B
ou
le
va
rd
W
hite
sto
wn
, IN
4
60
75
P
h. 3
17
-7
69
-2
91
6
F
ax: 317-769-3890
P101
Prim
ary Plat
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HARMONY
MIXED USE DISTRICT
PRIMARY PLAT
PART OF SECTION 16, TOWNSHIP 18N, R3E
WASHINGTON TOWNSHIP, HAMILTON COUNTY
WESTFIELD INDIANA
ZONED: PUD - ORDINANCE 12-14
LEGEND
Engineer:
Innovative Engineering & Consulting, Inc.
3961 Perry Boulevard
Whitestown, IN 46075
317-769-2916
Developer/Owner:
Estridge Development Management, LLC
12965 Old Meridian Street
Carmel, IN 46032
317-669-6209
15120
Harm
ony
Mixed U
se D
istrict
Westfield, Indiana
Estridge D
evelopm
ent M
anagem
ent, LLC
12965 O
ld M
eridian Street
Carm
el, IN
46032
317-669-6209
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25' R.D.E.
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15' D.&.U.E.
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15' R.D.E.
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15' R.D.E.
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20' D.&.U.E.
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20' D.&.U.E.
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D.U.&.L.E.
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20' B.S.L.
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D.U.&.L.E.
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20' L.E.\BUFFER YARD PER HARMONY PUD
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20' D.&.U.E.
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20' D.&.U.E.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' D.&.U.E.
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20' D.&.U.E.
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51' R/W
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63' R/W
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25.50'
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EXISTING POND 1
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37.50'
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EXISTING POND 2
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70' R/W
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224.51'
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167.09'
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85.00'
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70.96'
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85' 1/2 R/W
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20' B.S.L.
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174.98'
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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51' R/W
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51' R/W
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51' R/W
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316.07'
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330.03'
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S.E. CORNER S.E. 14SEC. 16-T18N-R3E HARRISON MONUMENT FD.
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SW. CORNER S.E. , S.E. 14, S.E. 14SEC. 16-T18N-R3E MAG NAIL w/WASHER STAMPED "SCHNEIDER FIRM #0001" SET FLUSH
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SOUTH LINE S.E. 14SEC. 16-T18N-R3E
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WEST LINE S.E. , S.E. 14, S.E. 14SEC. 16-T18N-R3E
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S89%%D25'04"W 1109.75'
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S89%%D25'04"W 1352.44'
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POINT OF BEGINNING BLOCK "E"
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POINT OF BEGINNING TRACT 1
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113.64'
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994.23'
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755.03'
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25.09'
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15.00'
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15.00'
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44.82'
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NW. CORNER S.E. , S.E. 14, S.E. 14SEC. 16-T18N-R3E REBAR w/YELLOW CAP STAMPED "SCHNEIDER FIRM #0001" SET FLUSH
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WEST LINE S.E. , S.E. 14, S.E. 14SEC. 16-T18N-R3E
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N.E. CORNER S.E. 14SEC. 16-T18N-R3E MAG NAIL w/WASHER STAMPED "SCHNEIDER FIRM 0001" SET FLUSH
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NORTH LINE S.E. , S.E. 14, S.E. 14SEC. 16-T18N-R3E
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EAST LINE S.E. 14SEC. 16-T18N-R3E
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CENTER OF ROUND-ABOUT
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99.92'
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232.75'
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249.23'
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93.28'
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199.95'
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55.83'
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165.92'
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243.20'
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163.12'
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307.05'
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412.29'
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169.86'
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30' R.D.E.
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20' D.E.
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11.95'
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55.10'
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69.07'
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12.23'
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294.82'
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20' B.S.L.
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20' B.S.L.
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162.48'
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15' D.&.U.E.
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169.05'
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130.07'
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95.93'
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95.93'
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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48.21'
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274.84'
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20' D.&.U.E.
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20' D.&.U.E.
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20' D.&.U.E.
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20' B.S.L.
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20' B.S.L.
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20' L.E.\BUFFER YARD PER HARMONY PUD
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20' D.&.U.E.
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20' B.S.L.
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167.55'
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167.00'
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255.29'
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51' R/W
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20' D.E.
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20' D.E.
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20' D.E.
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20' D.E.
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20' D.E.
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37.37'
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73.82'
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19.21'
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45.64'
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82.02'
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150.73'
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17.08'
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182.87'
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20' D.E.
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20' D.E.
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10' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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20' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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20' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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20' LANDSCAPE BUFFER
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20' LANDSCAPE BUFFER
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150' R/W
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15' D.E.
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5' D.E.
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10' D.E.
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5' D.E.
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10' D.E.
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5' D.E.
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15' D.E.
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TOP OF BANK%%P
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NORMAL POOL%%P
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TOP OF BANK%%P
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15' D.E.
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15' D.E.
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1 inch = ft.
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( IN FEET )
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0
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60'
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60'
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60
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30'
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CHECKED BY:
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ISSUED:
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JOB NUMBER:
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DRAWN BY:
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DATE:
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DATE:
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SHEET #
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PREPARED FOR:
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kwk
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1. 04/22/16 kwk Revise per TAC & WPWD comments from TAC mtg. held on 4-19-16
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-BUILDING SETBACK LINE -DRAINAGE & UTILITY EASEMENT -REGULATED DRAINAGE EASEMENT -DRAINAGE, UTILITY & PRIVATE STREET EASEMENT -DRAINAGE, UTILITY & LANDSCAPE EASEMENT -DRAINAGE, SEWER & LANDSCAPE EASEMENT
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B.S.L. D.&.U.E. R.D.E. D.U.&.P.S.E. D.U.&.L.E. D.S.&.L.E.
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03/25/16
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PRELIMINARY PENDING AGENCY APPROVAL
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HARMONY SECTION 2 INST. #2015016786
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HARMONY SECTION 2 INST. #2015016786INST. #2015016786
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MULTI-FAMILY
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MULTI-FAMILY
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COMMERCIAL
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COMMERCIAL
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COMMERCIAL
SITE
CrA
Br
CrA
Know what's
Call
below.
before you dig.
R
R
REVISIO
NS:
3
96
1 P
erry B
ou
le
va
rd
W
hite
sto
wn
, IN
4
60
75
P
h. 3
17
-7
69
-2
91
6
F
ax: 317-769-3890
P102
Prim
ary Plat
15120
Harm
ony
Mixed U
se D
istrict
Westfield, Indiana
Estridge D
evelopm
ent M
anagem
ent, LLC
12965 O
ld M
eridian Street
Carm
el, IN
46032
317-669-6209
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CHECKED BY:
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ISSUED:
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JOB NUMBER:
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DRAWN BY:
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DATE:
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DATE:
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SHEET #
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PREPARED FOR:
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kwk
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1. 04/22/16 kwk Revise per TAC & WPWD comments from TAC mtg. held on 4-19-16
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03/25/16
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PRELIMINARY PENDING AGENCY APPROVAL
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%%USOILS MAP
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SOIL DESCRIPTIONS: Br BROOKSTON SILTY CLAY LOAM SOME OF THIS SOIL IS IN LARGE TRACTS WITHIN WHICH ARE IRREGULARLY SHAPED ISLAND LIKE AREAS OF LIGHTER COLORED SOILS, AND SOME OF IT IS IN DRAINAGE WAYS AND SMALL DEPRESSIONS SURROUNDED BY LIGHTER COLORED SOILS. THE CONTENT OF ORGANIC MATTER IS HIGH IN THIS SOIL. WETNESS IS THE MAIN LIMITATION THAT AFFECTS USE AND MANAGEMENT. CrA CROSBY SILT LOAM, 0 TO 3% SLOPES THIS SOIL IS IN LARGE CONTINUOS AREAS OR SMALL TO LARGE ISLAND LIKE AREAS THAT ARE INTERMINGLED WITH OR SURROUNDED BY POORLY DRAINED SOILS. THE AREAS ARE COMMONLY 10 TO 40 ACRES IN SIZE AND ARE IRREGULAR IN SHAPE. PERMEABILITY IS SLOW IN THIS SOIL. RUNOFF IS SLOW. WHERE SLOPES ARE OVER 2 PERCENT, EROSION IS A HAZARD. WETNESS IS THE MAIN LIMITATION IN USE AND MANAGEMENT. MmB2 MIAMI SILT LOAM 0 TO 6% SLOPES THIS SOIL IS IN TRACTS BETWEEN NEARLY LEVEL SOILS OF UPLANDS AND STEEPER SOILS ADJACENT TO OUTWASH PLAINS AND BOTTOM LANDS. ALSO ON SIDES OF NATURAL DRAINAGE WAYS AND IN ISLAND LIKE AREAS AT SLIGHTLY HIGHER ELEVATION SURROUNDED BY SOMEWHAT POORLY DRAINED SOILS. RUNOFF IS MEDIUM; ORGANIC MATTER IS MODERATE. FURTHER EROSION IS A HAZARD IN USE AND MANAGEMENT.
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14.0' center turn lane
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WALK
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CONC.
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5'
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6'
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PROFILE GRADE
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TYPE II CURB
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TYPE II CURB
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SLOPE 1/4" PER FOOT MIN
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SLOPE 1/4" PER FOOT MIN
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C
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12.0'
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39' BACK TO BACK
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51' RIGHT OF WAY
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TYPICAL STREET SECTION w/CENTER TURN LANE
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NTS
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PAVEMENT SECTION
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PER WESTFIELD FIGURE P-1
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RIGHT OF WAY
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WALK
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CONC.
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5'
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6'
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RIGHT OF WAY
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PER FOOT TYP
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SLOPE 1/2"
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PER FOOT MAX
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SLOPE 1/4"
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DOUBLE WALL, GASKETED SMOOTH BORE, PERFORATED DRAIN TILE REQ'D (TYP)
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DOUBLE WALL, GASKETED SMOOTH BORE, NON-PERFORATED DRAIN TILE REQ'D (TYP)
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NOTES: 1.The curb and gutter shall be Type I or Type II as shown on the Curb & Gutter standard sheets. The curb and gutter shall be Type I or Type II as shown on the Curb & Gutter standard sheets. Type II curb & gutter shall be used adjacent to, and in, non-residential or multi-family residential areas and on entrances of residential development along thoroughfares. 2. For curb and gutter detail, see figure P-8. For curb and gutter detail, see figure P-8. 3. 8'-0" tree buffers are required for all local streets. Refer to the City of Westfield's street tree 8'-0" tree buffers are required for all local streets. Refer to the City of Westfield's street tree planting specifications for additional details. For approval of species, see Master Tree List. planting specifications for additional details. For approval of species, see Master Tree List. 4.Front setbacks and lot areas may be reduced when using this section.Front setbacks and lot areas may be reduced when using this section.
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UTILITY STATEMENTS: POTABLE WATER SERVICE POTABLE WATER SERVICE WILL BE PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED WATER SERVICE WILL BE PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED WATER SERVICE WILL BE PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED SERVICE WILL BE PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED SERVICE WILL BE PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED WILL BE PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED WILL BE PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED BE PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED BE PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED PROVIDED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED BY CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED CITIZENS WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED WATER. A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED A TWELVE-INCH MAIN IS STUBBED OFF RELOCATED TWELVE-INCH MAIN IS STUBBED OFF RELOCATED TWELVE-INCH MAIN IS STUBBED OFF RELOCATED MAIN IS STUBBED OFF RELOCATED MAIN IS STUBBED OFF RELOCATED IS STUBBED OFF RELOCATED IS STUBBED OFF RELOCATED STUBBED OFF RELOCATED STUBBED OFF RELOCATED OFF RELOCATED OFF RELOCATED RELOCATED RELOCATED 151ST STREET AT AMERICAN LOTUS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS STREET AT AMERICAN LOTUS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS STREET AT AMERICAN LOTUS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS AT AMERICAN LOTUS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS AT AMERICAN LOTUS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS AMERICAN LOTUS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS AMERICAN LOTUS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS LOTUS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS LOTUS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS DRIVE. CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS CONNECTIONS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS TO THIS EXISTING MAIN WILL BE MADE AND NEW MAINS THIS EXISTING MAIN WILL BE MADE AND NEW MAINS THIS EXISTING MAIN WILL BE MADE AND NEW MAINS EXISTING MAIN WILL BE MADE AND NEW MAINS EXISTING MAIN WILL BE MADE AND NEW MAINS MAIN WILL BE MADE AND NEW MAINS MAIN WILL BE MADE AND NEW MAINS WILL BE MADE AND NEW MAINS WILL BE MADE AND NEW MAINS BE MADE AND NEW MAINS BE MADE AND NEW MAINS MADE AND NEW MAINS MADE AND NEW MAINS AND NEW MAINS AND NEW MAINS NEW MAINS NEW MAINS MAINS MAINS CONSTRUCTED THROUGHOUT THE PROJECT. THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC THROUGHOUT THE PROJECT. THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC THROUGHOUT THE PROJECT. THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC THE PROJECT. THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC THE PROJECT. THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC PROJECT. THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC PROJECT. THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC THE SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC SIZE OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC OF THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC THE NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC NEW MAINS WILL BE AS DETERMINED BY THE HYDRAULIC MAINS WILL BE AS DETERMINED BY THE HYDRAULIC MAINS WILL BE AS DETERMINED BY THE HYDRAULIC WILL BE AS DETERMINED BY THE HYDRAULIC WILL BE AS DETERMINED BY THE HYDRAULIC BE AS DETERMINED BY THE HYDRAULIC BE AS DETERMINED BY THE HYDRAULIC AS DETERMINED BY THE HYDRAULIC AS DETERMINED BY THE HYDRAULIC DETERMINED BY THE HYDRAULIC DETERMINED BY THE HYDRAULIC BY THE HYDRAULIC BY THE HYDRAULIC THE HYDRAULIC THE HYDRAULIC HYDRAULIC HYDRAULIC DESIGN DIVISION OF CITIZENS WATER. SANITARY SEWER SERVICE SANITARY SEWER SERVICE WILL BE PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO SEWER SERVICE WILL BE PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO SEWER SERVICE WILL BE PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO SERVICE WILL BE PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO SERVICE WILL BE PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO WILL BE PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO WILL BE PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO BE PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO BE PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO PROVIDED BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO BY CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO CITIZENS ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO ENERGY GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO GROUP. A NEW INTERCEPTOR SEWER IS PROPOSED TO A NEW INTERCEPTOR SEWER IS PROPOSED TO A NEW INTERCEPTOR SEWER IS PROPOSED TO NEW INTERCEPTOR SEWER IS PROPOSED TO NEW INTERCEPTOR SEWER IS PROPOSED TO INTERCEPTOR SEWER IS PROPOSED TO INTERCEPTOR SEWER IS PROPOSED TO SEWER IS PROPOSED TO SEWER IS PROPOSED TO IS PROPOSED TO IS PROPOSED TO PROPOSED TO PROPOSED TO TO TO BE BUILT BY CITIZENS ENERGY GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. BUILT BY CITIZENS ENERGY GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. BUILT BY CITIZENS ENERGY GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. BY CITIZENS ENERGY GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. BY CITIZENS ENERGY GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. CITIZENS ENERGY GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. CITIZENS ENERGY GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. ENERGY GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. ENERGY GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. GROUP ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. ALONG 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. 156th STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. STREET TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. TO SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. SERVE THE AREA NORTH OF THE PIPELINE EASEMENTS. THE AREA NORTH OF THE PIPELINE EASEMENTS. THE AREA NORTH OF THE PIPELINE EASEMENTS. AREA NORTH OF THE PIPELINE EASEMENTS. AREA NORTH OF THE PIPELINE EASEMENTS. NORTH OF THE PIPELINE EASEMENTS. NORTH OF THE PIPELINE EASEMENTS. OF THE PIPELINE EASEMENTS. OF THE PIPELINE EASEMENTS. THE PIPELINE EASEMENTS. THE PIPELINE EASEMENTS. PIPELINE EASEMENTS. PIPELINE EASEMENTS. EASEMENTS. EASEMENTS. THE AREA SOUTH OF THE PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG AREA SOUTH OF THE PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG AREA SOUTH OF THE PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG SOUTH OF THE PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG SOUTH OF THE PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG OF THE PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG OF THE PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG THE PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG THE PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG PIPELINE EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG EASEMENTS WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG WILL BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG BE SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG SERVED BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG BY AN EXISTING INTERCEPTOR SEWER RUNNING ALONG AN EXISTING INTERCEPTOR SEWER RUNNING ALONG AN EXISTING INTERCEPTOR SEWER RUNNING ALONG EXISTING INTERCEPTOR SEWER RUNNING ALONG EXISTING INTERCEPTOR SEWER RUNNING ALONG INTERCEPTOR SEWER RUNNING ALONG INTERCEPTOR SEWER RUNNING ALONG SEWER RUNNING ALONG SEWER RUNNING ALONG RUNNING ALONG RUNNING ALONG ALONG ALONG 151st STREET. 8" MAINS WILL BE EXTENDED THROUGHOUT THE DEVELOPMENT TO PROVIDE SERVICE. HAMILTON COUNTY REGULATED DRAINS COORDINATION WITH THE HAMILTON COUNTY SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION WITH THE HAMILTON COUNTY SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION WITH THE HAMILTON COUNTY SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION THE HAMILTON COUNTY SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION THE HAMILTON COUNTY SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION HAMILTON COUNTY SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION HAMILTON COUNTY SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION COUNTY SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION COUNTY SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION SURVEYORS OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION OFFICE REGARDING THIS PROJECT HAS COMMENCED. A PETITION REGARDING THIS PROJECT HAS COMMENCED. A PETITION REGARDING THIS PROJECT HAS COMMENCED. A PETITION THIS PROJECT HAS COMMENCED. A PETITION THIS PROJECT HAS COMMENCED. A PETITION PROJECT HAS COMMENCED. A PETITION PROJECT HAS COMMENCED. A PETITION HAS COMMENCED. A PETITION HAS COMMENCED. A PETITION COMMENCED. A PETITION COMMENCED. A PETITION A PETITION A PETITION A PETITION PETITION PETITION TO RELOCATE AND RECONSTRUCT THE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE RELOCATE AND RECONSTRUCT THE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE RELOCATE AND RECONSTRUCT THE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE AND RECONSTRUCT THE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE AND RECONSTRUCT THE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE RECONSTRUCT THE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE RECONSTRUCT THE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE THE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE THE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE REGULATED DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE DRAINS HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE HAVE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE BEEN APPROVED BY THE HAMILTON COUNTY DRAINAGE APPROVED BY THE HAMILTON COUNTY DRAINAGE APPROVED BY THE HAMILTON COUNTY DRAINAGE BY THE HAMILTON COUNTY DRAINAGE BY THE HAMILTON COUNTY DRAINAGE THE HAMILTON COUNTY DRAINAGE THE HAMILTON COUNTY DRAINAGE HAMILTON COUNTY DRAINAGE HAMILTON COUNTY DRAINAGE COUNTY DRAINAGE COUNTY DRAINAGE DRAINAGE DRAINAGE BOARD. ROADWAYS A MEETING WITH THE CITY OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES MEETING WITH THE CITY OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES MEETING WITH THE CITY OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES WITH THE CITY OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES WITH THE CITY OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES THE CITY OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES THE CITY OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES CITY OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES CITY OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES OF WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES WESTFIELD WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES WAS CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES CONDUCTED TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES TO DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES DISCUSS THE PROJECT AND NO KNOWN ROADWAY ISSUES THE PROJECT AND NO KNOWN ROADWAY ISSUES THE PROJECT AND NO KNOWN ROADWAY ISSUES PROJECT AND NO KNOWN ROADWAY ISSUES PROJECT AND NO KNOWN ROADWAY ISSUES AND NO KNOWN ROADWAY ISSUES AND NO KNOWN ROADWAY ISSUES NO KNOWN ROADWAY ISSUES NO KNOWN ROADWAY ISSUES KNOWN ROADWAY ISSUES KNOWN ROADWAY ISSUES ROADWAY ISSUES ROADWAY ISSUES ISSUES ISSUES WERE BROUGHT TO THE ATTENTION OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY BROUGHT TO THE ATTENTION OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY BROUGHT TO THE ATTENTION OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY TO THE ATTENTION OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY TO THE ATTENTION OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY THE ATTENTION OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY THE ATTENTION OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY ATTENTION OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY ATTENTION OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY OF THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY THE DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY DESIGNERS. IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY IT IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY IS ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY ASSUMED THAT NO EXISTING ROADWAY OR RIGHT OF WAY THAT NO EXISTING ROADWAY OR RIGHT OF WAY THAT NO EXISTING ROADWAY OR RIGHT OF WAY NO EXISTING ROADWAY OR RIGHT OF WAY NO EXISTING ROADWAY OR RIGHT OF WAY EXISTING ROADWAY OR RIGHT OF WAY EXISTING ROADWAY OR RIGHT OF WAY ROADWAY OR RIGHT OF WAY ROADWAY OR RIGHT OF WAY OR RIGHT OF WAY OR RIGHT OF WAY RIGHT OF WAY RIGHT OF WAY OF WAY OF WAY WAY WAY ISSUE OUTSIDE OF THOSE TYPICALLY A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS OUTSIDE OF THOSE TYPICALLY A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS OUTSIDE OF THOSE TYPICALLY A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS OF THOSE TYPICALLY A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS OF THOSE TYPICALLY A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS THOSE TYPICALLY A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS THOSE TYPICALLY A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS TYPICALLY A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS TYPICALLY A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS A PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS PART OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS OF A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS A LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS LARGE RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS RESIDENTIAL DEVELOPMENT WILL BE A FACTOR IN THIS DEVELOPMENT WILL BE A FACTOR IN THIS DEVELOPMENT WILL BE A FACTOR IN THIS WILL BE A FACTOR IN THIS WILL BE A FACTOR IN THIS BE A FACTOR IN THIS BE A FACTOR IN THIS A FACTOR IN THIS A FACTOR IN THIS FACTOR IN THIS FACTOR IN THIS IN THIS IN THIS THIS THIS PROJECT. NOTE: THE AREA SHOWN ON THE PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, AREA SHOWN ON THE PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, AREA SHOWN ON THE PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, SHOWN ON THE PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, SHOWN ON THE PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, ON THE PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, ON THE PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, THE PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, THE PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, PLAT AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, AS "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, "PRIVATE DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, DRIVE" SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, SHALL BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, BE MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, MAINTAINED AS A PRIVATE DRIVE, AND THE OWNERS, AS A PRIVATE DRIVE, AND THE OWNERS, AS A PRIVATE DRIVE, AND THE OWNERS, A PRIVATE DRIVE, AND THE OWNERS, A PRIVATE DRIVE, AND THE OWNERS, PRIVATE DRIVE, AND THE OWNERS, PRIVATE DRIVE, AND THE OWNERS, DRIVE, AND THE OWNERS, DRIVE, AND THE OWNERS, AND THE OWNERS, AND THE OWNERS, THE OWNERS, THE OWNERS, OWNERS, OWNERS, AND THEIR SUCCESSORS AND ASSIGNEES, HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE THEIR SUCCESSORS AND ASSIGNEES, HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE THEIR SUCCESSORS AND ASSIGNEES, HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE SUCCESSORS AND ASSIGNEES, HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE SUCCESSORS AND ASSIGNEES, HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE AND ASSIGNEES, HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE AND ASSIGNEES, HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE ASSIGNEES, HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE ASSIGNEES, HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE HEREBY WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE WAIVE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE ALL RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE RIGHTS TO PETITION THE CITY OF WESTFIELD TO BE TO PETITION THE CITY OF WESTFIELD TO BE TO PETITION THE CITY OF WESTFIELD TO BE PETITION THE CITY OF WESTFIELD TO BE PETITION THE CITY OF WESTFIELD TO BE THE CITY OF WESTFIELD TO BE THE CITY OF WESTFIELD TO BE CITY OF WESTFIELD TO BE CITY OF WESTFIELD TO BE OF WESTFIELD TO BE OF WESTFIELD TO BE WESTFIELD TO BE WESTFIELD TO BE TO BE TO BE BE BE RESPONSIBLE FOR THE MAINTENANCE AND OWNERSHIP OF SUCH PRIVATE STREETS.
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12.0'
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WALK
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CONC.
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5'
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6'
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PROFILE GRADE
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TYPE II CURB
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TYPE II CURB
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SLOPE 1/4" PER FOOT MIN
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SLOPE 1/4" PER FOOT MIN
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C
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9.0' PARKING
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39' BACK TO BACK
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51' RIGHT OF WAY
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TYPICAL STREET SECTION w/PARKING ONE SIDE
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NTS
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PAVEMENT SECTION
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PER WESTFIELD FIGURE P-1
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RIGHT OF WAY
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WALK
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CONC.
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5'
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6'
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RIGHT OF WAY
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PER FOOT TYP
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SLOPE 1/2"
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PER FOOT MAX
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SLOPE 1/4"
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DOUBLE WALL, GASKETED SMOOTH BORE, PERFORATED DRAIN TILE REQ'D (TYP)
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DOUBLE WALL, GASKETED SMOOTH BORE, NON-PERFORATED DRAIN TILE REQ'D (TYP)
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NOTES: 1.The curb and gutter shall be Type I or Type II as shown on the Curb & Gutter standard sheets. The curb and gutter shall be Type I or Type II as shown on the Curb & Gutter standard sheets. Type II curb & gutter shall be used adjacent to, and in, non-residential or multi-family residential areas and on entrances of residential development along thoroughfares. 2. For curb and gutter detail, see figure P-8. For curb and gutter detail, see figure P-8. 3. 8'-0" tree buffers are required for all local streets. Refer to the City of Westfield's street tree 8'-0" tree buffers are required for all local streets. Refer to the City of Westfield's street tree planting specifications for additional details. For approval of species, see Master Tree List. planting specifications for additional details. For approval of species, see Master Tree List. 4.Front setbacks and lot areas may be reduced when using this section.Front setbacks and lot areas may be reduced when using this section.
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29.0'
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F
ax: 317-769-3890
P201
Overall D
evelopm
ent Plan
N
15120
Harm
ony
Mixed U
se D
istrict
Westfield, Indiana
Estridge D
evelopm
ent M
anagem
ent, LLC
12965 O
ld M
eridian Street
Carm
el, IN
46032
317-669-6209
LEGEND
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COMMON AREA "O"
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COMMON AREA "Q"
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D.U.&.L.E.
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908
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51' R/W
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70' R/W
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25' R.D.E.
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BLOCK "E"
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15' D.&.U.E.
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15' R.D.E.
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15' R.D.E.
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20' D.&.U.E.
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20' D.&.U.E.
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D.U.&.L.E.
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20' B.S.L.
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D.U.&.L.E.
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20' L.E.\BUFFER YARD PER HARMONY PUD
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20' D.&.U.E.
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20' D.&.U.E.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' D.&.U.E.
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20' D.&.U.E.
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51' R/W
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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C.A. 1
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BLOCK "A"
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BLOCK "B"
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29'
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9'
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24' (typ)
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15'r
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51' R/W
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38' B-B
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12'
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14'
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12'
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51' R/W
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38' F-F
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12'
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14'
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12'
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63' R/W
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100'
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43' F-F
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15.5'
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12'
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15.5'
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35'r
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35'r
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30'
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25'r
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25'r
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25'r
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25'r
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25'r
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25'r
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15'r
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12'
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14'
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12'
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15'r
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35'r
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28.50'
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ELEVATED
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WATER
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FEATURE
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904
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905
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906
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907
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908
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909
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910
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903
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909
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902
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EX. POND 1
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NORMAL POOL ELEV.-901.00 100 YR. ELEV.-905.87 10 YR. ELEV.-903.81
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NORMAL POOL ELEV.-898.00 100 YR. ELEV.-908.48 10 YR. ELEV.-905.04
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EX. POND 2
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5
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8
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30' R.D.E.
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20' D.E.
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20' B.S.L.
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20' B.S.L.
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15' D.&.U.E.
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24'
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20' B.S.L.
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100'
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100'
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51' R/W
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20' B.S.L.
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20' B.S.L.
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20' B.S.L.
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20' D.&.U.E.
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20' D.&.U.E.
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20' D.&.U.E.
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20' B.S.L.
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20' B.S.L.
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20' L.E.\BUFFER YARD PER HARMONY PUD
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20' D.&.U.E.
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20' B.S.L.
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BLOCK "B1"
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20' D.E.
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20' D.E.
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20' D.E.
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20' D.E.
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20' D.E.
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31' F-F
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40'r
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40'r
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20' D.E.
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20' D.E.
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BLOCK "D"
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BLOCK "C"
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10' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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20' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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20' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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10' LANDSCAPE BUFFER
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20' LANDSCAPE BUFFER
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20' LANDSCAPE BUFFER
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25'r
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25'r
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150' R/W
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30'
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30'
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24'
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1 inch = ft.
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( IN FEET )
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0
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60'
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60'
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60
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30'
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CHECKED BY:
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ISSUED:
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JOB NUMBER:
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DRAWN BY:
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DATE:
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DATE:
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SHEET #
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PREPARED FOR:
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kwk
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1. 04/22/16 kwk Revise per TAC & WPWD comments from TAC mtg. held on 4-19-16
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03/25/16
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PRELIMINARY PENDING AGENCY APPROVAL
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Existing Overhead Utilities
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Existing Flowline
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000
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Existing Sanitary Sewer
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Existing Contour
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New Sanitary Sewer
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New Storm Sewer
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Existing Storm Sewer
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Flow Direction Arrow
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Existing Gas Main
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G
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G
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Existing Telephone
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W
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W
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Existing Water Main
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Existing Fire Hydrant
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Existing Water Valve
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Existing Water Main
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New Water Main w/Size (Public)
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New Fire Hydrant (Public)
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5' CONCRETE SIDEWALK (typ)
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8' MULTI-PURPOSE PATH