05-SAN & WATER

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LEHNER ASSOCIATES, INC.

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17001 NINETEEN MILE ROAD, SUITE 3

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CLINTON TOWNSHIP, MICHIGAN 48038

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DEVELOPER

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PROPERTY DESCRIPTION

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SHEET INDEX

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TITLE SHEET

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SHEET 1 OF 5

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ATTENTION: MACOMB COUNTY REGISTER OF DEEDS THE CONDOMINIUM SUBDIVISION PLAN NUMBER MUST BE ASSIGNED IN CONSECUTIVE SEQUENCE. WHEN A NUMBER HAS BEEN ASSIGNED TO THIS PROJECT, IT MUST BE PROPERLY SHOWN IN THE TITLE AND THE SURVEYOR'S CERTIFICATE ON SHEET NUMBER 2.

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SHEET DESCRIPTION NO. 1. TITLE SHEET 2. SURVEY PLAN 3. SITE PLAN 4. STORM SEWER PLAN 5. SANITARY SEWER & WATER MAIN PLAN

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PROPOSED:

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ROBERT R DROUILLARD DATE: MAY 17, 2016 LICENSED PROFESSIONAL SURVEYOR No. 52517 LEHNER ASSOCIATES, INC. 17001 NINETEEN MILE ROAD, SUITE 3 CLINTON TOWNSHIP, MI 48038 (586)-412-7050

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SURVEYORS & ENGINEERS

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FOREST BROOK ESTATES MACOMB COUNTY CONDOMINIUM SUBDIVISION PLAN No. , LIBER , PAGE , M.C.R. , LIBER , PAGE , M.C.R. , LIBER , PAGE , M.C.R. , PAGE , M.C.R. , PAGE , M.C.R. , M.C.R. , M.C.R. EXHIBIT "B" TO THE MASTER DEED OF FOREST BROOK ESTATES WASHINGTON TOWNSHIP, MACOMB CO., MICHIGAN

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A PARCEL OF LAND LOCATED IN AND BEING PART OF SECTION 26, TOWN 4 NORTH, RANGE 12 EAST, WASHINGTON TOWNSHIP, MACOMB COUNTY, MICHIGAN AND BEING MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 26, TOWN 4 NORTH, RANGE 12 EAST, WASHINGTON TOWNSHIP, MACOMB COUNTY, MICHIGAN; THENCE S88°59'13"E 360.00 FEET ALONG THE NORTH LINE OF SECTION 26 AND CENTERLINE OF 28 MILE ROAD (VARIABLE WIDTH) TO THE POINT OF BEGINNING; THENCE CONTINUING S88°59'13"E 989.81 FEET ALONG THE SAID NORTH LINE OF SAID SECTION 26 AND THE SAID CENTERLINE OF SAID 28 MILE ROAD; THENCE S01°21'03"W 1265.52 FEET; THENCE S89°57'21"W 1340.73 FEET TO THE WEST LINE OF SAID SECTION 26 AND THE SAID CENTERLINE OF SAID JEWELL ROAD (VARIABLE WIDTH); THENCE N00°55'51"E 810.04 FEET ALONG THE SAID WEST LINE OF SAID SECTION 26 AND THE SAID CENTERLINE OF SAID JEWELL ROAD; THENCE S88°59'13"E 352.35 FEET; THENCE N43°55'08"E 11.22 FEET; THENCE N00°55'51"E 471.98 FEET TO THE POINT OF BEGINNING. EXCEPTING: A 60.00 FOOT WIDE ROAD RIGHT OF WAY (FOREST BROOK & FOREST CREEK) BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 26, TOWN 4 NORTH, RANGE 12 EAST, WASHINGTON TOWNSHIP, MACOMB COUNTY, MICHIGAN; THENCE S88°59'13"E 360.00 FEET ALONG THE NORTH LINE OF SECTION 26 AND CENTERLINE OF 28 MILE ROAD (VARIABLE WIDTH); THENCE S00°55'51"W 60.00 FEET TO APOINT ON THE 60 FOOT RIGHT OF WAY LINE OF SAID 28 MILE ROAD; THENCE S88°59'13"E 779.37 FEET, ALONG THE SAID RIGHT OF WAY LINE OF SAID 28 MILEROAD TO A POINT OF BEGINNING; THENCE CONTINUING S88°59'13"E 60.00 FEET, ALONG THE SAID RIGHT OF WAY LINE OF SAID 28 MILE ROAD; THENCE S01°21'03"W998.23 FEET; THENCE N89°57'21"E 150.04 FEET; THENCE S01°21'03"W 60.02 FEET; THENCE S89°57'21"W 1053.60 FEET; THENCE 28.05 FEET ALONG THE ARC OF A280.00 FOOT RADIUS CURVE TO THE RIGHT WITH A CENTRAL ANGLE OF 05°44'24", WHOSE CHORD BEARS N87°10'27"W 28.04 FEET; THENCE N84°18'15"W 136.61 FEET;THENCE 22.04 FEET ALONG THE ARC OF A 220 FOOT RADIUS CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 05°44'24", WHOSE CHORD BEARS N87°10'27"W 22.03FEET; THENCE S89°57'21"W 42.01 FEET, TO A POINT ON THE EAST 60 FOOT WIDE RIGHT OF WAY LINE OF JEWELL ROAD (VARIABLE WIDTH); THENCE N00°55'51"E60.01 FEET, ALONG SAID RIGHT OF WAY LINE OF SAID JEWELL ROAD; THENCE N89°57'21"E 40.99 FEET; THENCE 28.05 FEET ALONG THE ARC OF A 280 FOOTRADIUS CURVE TO THE RIGHT WITH A CENTRAL ANGLE OF 05°44'24", WHOSE CHORD BEARS S87°10'27"E 28.04 FEET; THENCE S84°18'15"E 136.61 FEET; THENCE22.04 FEET ALONG THE ARC OF A 220 FOOT RADIUS CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 05°44'24", WHOSE CHORD BEARS S87°10'27"E 22.03 FEET;THENCE N89°57'21"E 845.00 FEET; THENCE N01°21'03"E 999.34 FEET TO THE POINT OF BEGINNING. CONTAINING 35.49 ACRES OF LAND, MORE OR LESS. BEINGSUBJECT TO THE RIGHTS OF THE PUBLIC OVER THE NORTHERLY 33.00 FEET AND THE WESTERLY 33.00 FEET THEREOF, AS OCCUPIED BY 28 MILE ROAD AND JEWELL ROAD RESPECTIVELY AND SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD, IF ANY.

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DOMINIC 24 MILE PROPERTIES, LLC 59227 VAN DYKE WASHINGTON, MICHIGANI 48094

17001 NINETEEN MILE ROAD, SUITE 3CLINTON TOWNSHIP, MI 48038586-412-7050 PHONE 586-412-7114 FAX

WWW.LEHNERASSOCIATES.COM

Lehner Associates Inc.

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S88°59'13"E 989.81'

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S89°57'21"W

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1340.73'

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S01°21'03"W

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1265.52'

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S88°59'13"E 360.00'

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N00°55'51"E 810.04'

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EX. 33' R.O.W.

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24-04-26-100-026 RODNEY & DIANE WHITE

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24-04-26-100-036 INTERNATIONAL TRANSMISSION COMPANY

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24-04-26-100-014 CHARTER TOWNSHIP OF WASHINGTON

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24-04-26-100-023 RAYMOND & THERESA GIACOBONE

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24-04-26-100-006 MICHELE L. PAOLELLA

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P.O.B.

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N00°55'51"E 471.98'

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S88°59'13"E 352.35'

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F.I.

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N43°55'08"E11.22'

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24-04-26-100-025 LARRY J. HINCHEY

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04-26-100-040

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04-26-100-041

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04-26-100-042

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04-26-100-043

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24-04-26-100-044 35.49 ACRES "VACANT PARCEL"

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CONSERVATION EASEMENT L.23485, P.699

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EX. PUBLIC UTILITY EASEMENT L.11496, P.200

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MDOT EASEMENT L.12800, P.58

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Y

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H

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D

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BENCHMARK #2 TOP OF HYDRANT ELEV. 700.01

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BENCHMARK #1 TOP OF HYDRANT ELEV. 697.98

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20' WIDE STORM SEWER EASEMENT

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10' SANITARY, WATER & PUBLIC UTILITY EASEMENT

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20' PUBLIC UTILITY EASEMENT

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ADDITIONAL 25' UTILITY EASEMENT

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PR. 60' R.O.W.

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EX. 33' R.O.W.

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PR. 60' R.O.W.

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20' WIDE STORM SEWER & ACCESS DRIVE EASEMENT

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20' WIDE STORM SEWER & ACCESS DRIVE EASEMENT

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C1

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C3

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C2

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C4

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1342.28'

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1494.92'

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10' PUBLIC UTILITY EASEMENT

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C5

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C6

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C7

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C8

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P.O.B. EXCEPTED DESCRIPTION

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DETENTION BASIN EASEMENT

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LANDSCAPE EASEMENT

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LANDSCAPE EASEMENT

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LANDSCAPE EASEMENT

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STORM OVERFLOW ACCESS EASEMENT

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DOMINIC 24 MILE PROPERTIES, LLC 59227 VAN DYKE WASHINGTON, MI 48094 (586)-212-2184

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FOREST BROOK ESTATES CONDOMINIUM

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SURVEY PLAN

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FOUND RE-MON CORNER NW CORNER OF SECTION 26, T4N, R12E, WASHINGTON TOWNSHIP, MACOMB COUNTY, MICHIGAN (I-09)

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THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED UPON NORTH LINE OF SECTION 14, T3N, R12E, EAST, SHELBY TOWNSHIP, MACOMB COUNTY, MICHIGAN

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SURVEYOR'S CERTIFICATE I, ROBERT R. DROUILLARD, PROFESSIONAL SURVEYOR IN THE STATE OF MICHIGAN, HEREBY CERTIFY: THAT THE SUBDIVISION PLAN KNOWN AS MACOMB COUNTY SUBDIVISION PLAN NO. , AS SHOWN ON THE , AS SHOWN ON THE , AS SHOWN ON THE ACCOMPANYING DRAWINGS, REPRESENTS A SURVEY ON THE GROUND MADE UNDER MY DIRECTION. THAT THERE ARE NO EXISTING ENCROACHMENTS UPON THE LANDS AND PROPERTY HEREIN DESCRIBED. THAT THE REQUIRED MONUMENTS AND IRON MARKERS HAVE BEEN LOCATED IN THE GROUND AS REQUIRED BY RULES PROMULGATED UNDER SECTION 142 OF ACT NUMBER 59 OF THE PUBLIC ACTS OF 1978, AS AMENDED. THAT THE BEARINGS AS SHOWN, ARE NOTED ON SURVEY PLAN AS REQUIRED BY THE RULES PROMULGATED UNDER SECTION 142 OF ACT NUMBER 59 OF PUBLIC ACTS OF 1978, AS AMENDED. PROPOSED: ROBERT R. DROUILLARDDATE: MAY 17, 2016 DATE: MAY 17, 2016 LICENSED PROFESSIONAL SURVEYOR No. 52517 LEHNER ASSOCIATES, INC. 17001 NINETEEN MILE ROAD, SUITE 3 CLINTON TOWNSHIP, MI 48038 (586)-412-7050

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%%ULEGEND:

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F.I.

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FOUND IRON

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SECTION CORNER

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D

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Y

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H

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26

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28 MILE ROAD

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27 MILE ROAD

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JEWELL ROAD

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SCHOENHERR ROAD

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SITE

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VICINITY MAP

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15-041

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DRAWING FILE No.

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DATE:

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CLIENT INFO:

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04-15-16

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DRAWN BY:

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R.R.D.

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CHECKED BY:

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SCALE:

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1" = 60'

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2 OF 5

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SHEET:

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S.K.

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LEGEND

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PROPOSED STORM EASEMENT

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BENCHMARKS: BENCHMARK #1 TOP OF HYDRANT LOCATED ON EAST SIDE OF JEWELL ROAD ELEV.= 697.98 (NAVD88) BENCHMARK #2 TOP OF HYDRANT LOCATED ON NORTH SIDE OF 28 MILE ROAD ELEV.= 700.01 (NAVD88)

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(60' WIDE PUBLIC)

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FOREST BROOK DRIVE

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(60' WIDE PUBLIC)

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FOREST CREEK DRIVE

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WEST LINE OF SECTION 26

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KITTLE ROAD

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1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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0

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60

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60

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120

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60

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240

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30

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PROPOSED SANITARY, WATER & PUBLIC UTILITY EASEMENT

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EXISTING FIRE HYDRANT

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FOUND RE-MON CORNER N 1/4 CORNER OF SECTION 26, T4N, R12E, WASHINGTON TOWNSHIP, MACOMB COUNTY, MICHIGAN (J-10)

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FOUND RE-MON CORNER W 1/4 CORNER OF SECTION 26, T4N, R12E, WASHINGTON TOWNSHIP, MACOMB COUNTY, MICHIGAN (I-10)

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JEWELL ROADJEWELL ROAD

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28 MILE ROAD28 MILE ROAD

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VARIABLE WIDTH & NORTH LINE OF SECTION 26

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EASEMENT CURVE TABLE

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CURVE NO.

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C1

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C2

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C3

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LENGTH

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RADIUS

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DELTA

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CHORD

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BEARING

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C4

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20.04

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200.00

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5°44'24"

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S87°10'27"E

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20.03

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30.06

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300.00

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N87°10'27"W

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30.04

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22.04

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220.00

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22.03

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28.05

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280.00

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28.04

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5°44'24"

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5°44'24"

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S87°10'27"E

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5°44'24"

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N87°10'27"W

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C5

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C6

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C7

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C8

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28.05

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280.00

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5°44'24"

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28.04

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S87°10'27"E

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22.04

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220.00

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22.03

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5°44'24"

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N87°10'27"W

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30.06

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300.00

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30.04

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5°44'24"

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S87°10'27"E

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20.04

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200.00

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5°44'24"

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20.03

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N87°10'27"W




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PR. 8' WIDE WOOD CHIP NATURE TRAIL

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PR. 8' WIDE BIKE PATH

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S88°59'13"E 989.81'

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S89°57'21"W

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1340.73'

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S01°21'03"W

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1265.52'

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S88°59'13"E 360.00'

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N00°55'51"E 810.04'

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EX. 33' R.O.W.

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P.O.B.

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N00°55'51"E 471.98'

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S88°59'13"E 352.35'

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F.I.

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F.I.

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F.I.

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N43°55'08"E11.22'

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UNIT 22

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UNIT 21

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UNIT 20

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UNIT 19

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UNIT 18

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UNIT 17

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UNIT 15

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UNIT 14

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UNIT 12

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UNIT 25

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UNIT 26

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UNIT 33

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UNIT 10

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UNIT 6

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UNIT 4

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UNIT 3

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UNIT 2

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UNIT 1

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UNIT 42

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UNIT 40

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UNIT 39

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UNIT 38

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UNIT 37

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UNIT 36

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UNIT 35

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24-04-26-100-025 LARRY J. HINCHEY

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04-26-100-040

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04-26-100-042

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04-26-100-043

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UNIT 24

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UNIT 23

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C2

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C3

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C4

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1

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2

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3

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4

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7

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8

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PR. 60' R.O.W.

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EX. 33' R.O.W.

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PR. 60' R.O.W.

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S.M.

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S.M.

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S.M.

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S.M.

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S.M.

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5

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6

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9

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10

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11

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C1

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1342.28'

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1494.92'

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P.O.B. EXCEPTED DESCRIPTION

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150' SETBACK LINE

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150' SETBACK LINE

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PR. 8' WIDE WOOD CHIP NATURE TRAIL

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PR. 8' WIDE BIKE PATH

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PR. 5' CONC. WALK

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PR. 5' CONC. WALK

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12' ASPHALT POND ACCESS

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16' ASPHALT POND ACCESS

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S.M.

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S.M.

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SAN. PUMP STATION SERVICE DRIVE

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12' ASPHALT STORM OVERFLOW ACCESS DRIVE

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SITE PLAN

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PROPOSED: ROBERT R. DROUILLARDDATE: MAY 17, 2016 DATE: MAY 17, 2016 LICENSED PROFESSIONAL SURVEYOR No. 52517 LEHNER ASSOCIATES, INC. 17001 NINETEEN MILE ROAD, SUITE 3 CLINTON TOWNSHIP, MI 48038 (586)-412-7050

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ROAD WAY CURVE TABLE

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CURVE NO.

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LENGTH

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RADIUS

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CHORD

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BEARING

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SIDE UNIT LINE

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5.0'

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60.0'

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30.0'

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PROPOSED BUILDING SETBACK

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REAR UNIT LINE

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UNIT (TYP.)

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FRONT UNIT LINE

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FOREST BROOK DRIVE (PRIVATE) FOREST BROOK DRIVE (PRIVATE)

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UNIT SETBACK DETAIL (TYP.)

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15'

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UNIT CROSS SECTION DETAIL

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38'

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FINISH GRADE

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25.0'

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30.0'

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BOUNDARY COORDINATE POINT

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UNIT LIMITS

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X

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SET MONUMENT (S.M.)

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CURVE LABEL

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C1

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SECTION CORNER

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DRAWING FILE No.

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DATE:

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CLIENT INFO:

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04-15-16

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DRAWN BY:

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R.R.D.

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CHECKED BY:

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3 OF 5

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S.K.

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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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120

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60

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240

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30

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FOREST BROOK DRIVE

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FOREST CREEK DRIVE

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C4

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22.04'

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220.00'

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5°44'24"

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N87°10'27"W

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22.03'

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28.05'

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280.00'

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5°44'24"

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N87°10'27"W

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28.04'

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22.04'

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220.00'

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5°44'24"

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S87°10'27"E

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22.03'

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(60' WIDE PUBLIC)

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(60' WIDE PUBLIC)

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28.05'

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280.00'

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5°44'24"

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S87°10'27"E

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28.04'

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GENERAL COMMON ELEMENT

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NOTES: BUILDING STRUCTURE MUST BE ENTIRELY WITHIN BUILDING SETBACKS: THIS INCLUDES ARCHITECTURAL FEATURES, SUCH AS, BUT NOT LIMITED TO, WINDOW SILLS, CORNICES, EAVES AND BAY WINDOWS PER WASHINGTON TOWNSHIP FIRE DEPARTMENT REGULATIONS DECKS MAY ONLY EXTEND A MAXIMUM OF 10 FEET BEYOND REAR BUILDING SETBACK, PER WASHINGTON TOWNSHIP REGULATIONS R-1-B MAXIMUM LOT COVERAGE IS 30% WITH A MAXIMUM IMPERVIOUS SURFACE AREA OF 35% (NOT INCLUDING VERTICAL PROJECTIONS), MAY EXTEND OR PROJECT INTO A REQUIRED SIDE YARD SETBACK NOT MORE THAN TWO (2) INCHES FOR EACH ONE (1) FOOT OF WIDTH OF SUCH REQUIRED SIDE YARD, AND MAY EXTEND OR PROJECT INTO A REQUIRED FRONT OR REAR YARD SETBACK NOT MORE THAN THREE (3) FEET. ALL ROADS MUST BE BUILT. ALL UNITS MUST BE BUILT. DETENTION BASIN MUST BE BUILT. BUILDERS MAY ADJUST SETBACK LOCATION WITH MUNICIPAL APPROVAL.

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LOT CORNER COORDINATE TABLE

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1

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2

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3

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4

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5

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6

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7

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8

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9

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10

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11

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12

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13

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14

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9766.19

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9768.84

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8920.85

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8920.97

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8860.97

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8710.97

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8710.09

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8866.53

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8920.15

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9055.15

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9055.40

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8920.40

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8920.42

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9055.42

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11344.65

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11194.67

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11174.67

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11324.72

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11323.30

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11319.77

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10189.07

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10191.61

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10269.66

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10269.55

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10589.55

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10589.66

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10609.66

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10609.55

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LOT CORNER COORDINATE TABLE

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15

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16

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17

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18

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19

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20

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21

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22

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23

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9055.70

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9492.62

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9489.44

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9055.81

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8920.81

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9509.43

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9512.61

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9772.29

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9769.90

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10982.80

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10993.10

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11128.06

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11117.84

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11114.66

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11128.54

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10993.57

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10999.70

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11134.68

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NORTHING

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EASTING

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PNT

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PNT

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NORTHING

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EASTING

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1

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2

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3

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4

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5

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6

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7

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8

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9

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10

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11

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BOUNDARY COORDINATES

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PNT

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NORTHING

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9933.64

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9521.72

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9513.64

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9518.80

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8936.15

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8876.15

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8709.98

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8710.97

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9916.15

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9918.80

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9919.86

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EASTING

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10358.97

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10352.27

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10344.49

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10052.19

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10042.72

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10041.75

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10039.05

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11319.77

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11348.18

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11198.21

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11138.21

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DETENTION AREA




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4" STM

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42" STM

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6" STM FORCE MAIN

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12" STM

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EX. 33' R.O.W.

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UNIT 22

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UNIT 21

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UNIT 20

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UNIT 19

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UNIT 18

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UNIT 17

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UNIT 16

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UNIT 15

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UNIT 14

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UNIT 13

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UNIT 12

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UNIT 11

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UNIT 25

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UNIT 26

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UNIT 27

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UNIT 28

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UNIT 29

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UNIT 30

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UNIT 31

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UNIT 32

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UNIT 33

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UNIT 34

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UNIT 10

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UNIT 9

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UNIT 8

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UNIT 7

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UNIT 6

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UNIT 5

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UNIT 4

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UNIT 3

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UNIT 2

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UNIT 1

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UNIT 42

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UNIT 41

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UNIT 40

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UNIT 39

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UNIT 38

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UNIT 37

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UNIT 36

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UNIT 35

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UNIT 24

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UNIT 23

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PR. 60' R.O.W.

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EX. 33' R.O.W.

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PR. 60' R.O.W.

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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42" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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18" STM

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15" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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42" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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42" STM

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36" STM

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6" STM FORCE MAIN

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6" STM FORCE MAIN

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15" STM

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15" STM

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42" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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12" STM

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42" STM

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42" STM

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12" STM

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12" STM

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15" STM

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15" STM

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12" STM

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15" STM

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12" STM

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12" STM

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15" STM

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42" STM

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12" STM

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42" STM

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12" STM

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12" STM

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12" STM

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STORM SEWER PLAN

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SECTION CORNER

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LEGEND

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PROPOSED STORM SEWER

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PROPOSED SANITARY MANHOLE

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PROPOSED STORM SQ. CATCH BASIN

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PROPOSED STORM ROUND CATCH BASIN

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PROPOSED STORM MANHOLE

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EXISTING STORM SEWER

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PROPOSED END SECTION

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15-041

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DRAWING FILE No.

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DATE:

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CLIENT INFO:

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04-15-16

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DRAWN BY:

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R.R.D.

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CHECKED BY:

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SCALE:

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1" = 60'

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4 OF 5

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SHEET:

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S.K.

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UTILITY NOTES: 1. ALL UNITS TO BE SERVED WITH SANITARY SEWER AND WATER MAIN BY WASHINGTON TOWNSHIP. 2. ALL UNITS TO BE SERVED WITH GAS. 3. ALL UNITS TO BE SERVED WITH ELECTRICITY. 4. ALL UNITS TO BE SERVED WITH TELEPHONE. 5. UTILITY INFORMATION SHOWN BASED ON A FIELD SURVEY BY LEHNER ASSOCIATES, INC. AND INFORMATION PROVIDED BY UTILITY COMPANIES. 6. GAS, ELECTRIC, TELEPHONE AND CABLE TV LINES ARE NOT SHOWN ON THIS DRAWING, PLANS FOR THESE FACILITIES HAVE NOT BEEN COMPLETED, AS OF THIS DATE. THESE UTILITIES WILL BE SHOWN ON AS-BUILT PLANS. 7. ALL UTILITIES SHOWN ON THIS SHEET MUST BE BUILT. 8. THE UTILITY AND BUILDING INFORMATION SHOWN ARE THE UTILITY AND BUILDING INFORMATION SHOWN ARE NOT THE ACTUAL DESIGN PLANS. SEE LOCAL OFFICIALS REGARDING JURISDICTION.

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1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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0

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60

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60

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120

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60

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240

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30

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FOREST BROOK DRIVE

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FOREST CREEK DRIVE

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(60' WIDE PUBLIC)

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(60' WIDE PUBLIC)

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DETENTION AREA




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EX. 33' R.O.W.

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UNIT 22

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UNIT 21

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UNIT 20

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UNIT 19

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UNIT 18

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UNIT 17

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UNIT 16

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UNIT 15

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UNIT 14

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UNIT 13

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UNIT 12

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UNIT 11

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UNIT 25

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UNIT 26

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UNIT 27

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UNIT 28

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UNIT 29

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UNIT 30

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UNIT 31

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UNIT 32

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UNIT 33

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UNIT 34

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UNIT 10

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UNIT 9

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UNIT 8

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UNIT 7

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UNIT 6

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UNIT 5

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UNIT 4

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UNIT 3

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UNIT 2

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UNIT 1

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UNIT 42

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UNIT 41

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UNIT 40

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UNIT 39

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UNIT 38

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UNIT 37

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UNIT 36

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UNIT 35

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24-04-26-100-025 LARRY J. HINCHEY

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04-26-100-040

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04-26-100-041

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04-26-100-042

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04-26-100-043

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UNIT 24

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UNIT 23

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PR. 60' R.O.W.

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EX. 33' R.O.W.

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PR. 60' R.O.W.

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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10" SAN

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8" WATERMAIN

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8" WATERMAIN

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8" WATERMAIN

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8" WATERMAIN

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8" WATERMAIN

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8" WATERMAIN

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8" WATER- MAIN

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8" WATERMAIN

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H

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Y

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D

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H

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Y

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D

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H

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Y

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D

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H

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Y

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D

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H

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Y

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D

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H

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Y

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D

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SANITARY & WATER

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SECTION CORNER

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LEGEND

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PROPOSED SANITARY SEWER

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PROPOSED WATER MAIN

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PROPOSED SANITARY MANHOLE

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PROPOSED FIRE HYDRANT

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D

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Y

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H

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PROPOSED VALVE IN WELL

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EXISTING SANITARY SEWER

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EXISTING WATER MAIN

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EXISTING FIRE HYDRANT

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D

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Y

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H

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15-041

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DRAWING FILE No.

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DATE:

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CLIENT INFO:

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04-15-16

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DRAWN BY:

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R.R.D.

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CHECKED BY:

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SCALE:

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1" = 60'

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5 OF 5

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SHEET:

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S.K.

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1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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0

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60

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60

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120

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60

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240

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30

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FOREST BROOK DRIVE

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FOREST CREEK DRIVE

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(60' WIDE PUBLIC)

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(60' WIDE PUBLIC)

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UTILITY NOTES: 1. ALL UNITS TO BE SERVED WITH SANITARY SEWER AND WATER MAIN BY WASHINGTON TOWNSHIP. 2. ALL UNITS TO BE SERVED WITH GAS. 3. ALL UNITS TO BE SERVED WITH ELECTRICITY. 4. ALL UNITS TO BE SERVED WITH TELEPHONE. 5. UTILITY INFORMATION SHOWN BASED ON A FIELD SURVEY BY LEHNER ASSOCIATES, INC. AND INFORMATION PROVIDED BY UTILITY COMPANIES. 6. GAS, ELECTRIC, TELEPHONE AND CABLE TV LINES ARE NOT SHOWN ON THIS DRAWING, PLANS FOR THESE FACILITIES HAVE NOT BEEN COMPLETED, AS OF THIS DATE. THESE UTILITIES WILL BE SHOWN ON AS-BUILT PLANS. 7. ALL UTILITIES SHOWN ON THIS SHEET MUST BE BUILT. 8. THE UTILITY AND BUILDING INFORMATION SHOWN ARE THE UTILITY AND BUILDING INFORMATION SHOWN ARE NOT THE ACTUAL DESIGN PLANS. SEE LOCAL OFFICIALS REGARDING JURISDICTION.

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DETENTION AREA

05-SAN & WATER

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Transcript of 05-SAN & WATER