sawyer road (pub var) - blair township, michigan · · 2017-05-05contractor to contact blair...
TRANSCRIPT
EASEMENT LINE
LOT LINE
LEGEND
Andersen & Crain, Inc.SCALE: 1" = 150'
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03-16-2017
WLC
WLC
SETBACK LINE
LOCATION MAP1" = 2000 FEET
WISTRAND WOODS DESCRIPTION
SITE DATA
848 S. US-31
WILLIAM & TONI CLOUS
PROPERTY OWNER & APPLICANT:
FRONT - 20'
REAR - 25'
PARCEL ZONING - RN RESIDENTIAL NEIGHBORHOOD
RN - SETBACKS:
SIDE - 10'
TRAVERSE CITY, MI 49685
PARCEL ADDRESS - BLAIR TOWNHALL ROAD/SAWYER ROAD
PARCEL NUMBER - 28-02-017-016-11 & 28-02-017-013-01
281 UNIT RESIDENTIAL SITE CONDOMINIUM:
281 SINGLE FAMILY UNITS: 0.22 AC - 0.57 AC.
SITE
MUNICIPAL WATER
INDIVIDUAL ON-SITE SEPTIC
PRIVATE ROAD w/UTILITY EASEMENTS
"WISTRAND WOODS"A SITE CONDOMINIUM
SW 1/4, SECTION 17, T 26 N, R 11 W,BLAIR TOWNSHIP, GRAND TRAVERSE COUNTY
TYPICAL ROAD CROSS SECTION
72 HOURS
(3 WORKING DAYS)
BEFORE YOU DIG
CALL MISS DIG
800-482-7171
(TOLL FREE)
MISSDIG
C
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NO SCALE
PROPOSED SEPTIC FIELDS
PROPOSED WATERMAIN
EXISTING TREELINES
2.
1.
4.
3.
5.
THE TOWNSHIP.
BELOW FINISHED GRADE AND TO MEET THE REQUIREMENTS OF THE BLAIR TOWNSHIP
CONNECTION TO EXISTING MAINS.
6.
ENGINEER, AND LOCAL UTILITIY COMPANIES WHICH MAY BE AFFECTED BY THE PROJECT
DEVELOPER (OR THEIR REPRESENTATIVE), CONTRACTOR, TOWNSHIP, TOWNSHIP
A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH ATTENDANCE BY THE
MATERIALS TO THE TOWNSHIP ENGINEER PRIOR TO ACCEPTANCE BY
CONTRACTOR SHALL SUBMIT CERTIFICATION OF ALL CONSTUCTION
WATERMAIN SHALL BE FLUSHED PER BLAIR TOWNSHIP STANDARDS.
ALL WATERMAIN SHALL HAVE A MINIMUM OF SIX FEET AND MAXIMUM OF EIGHT FEET OF COVER
ALL UTILITIES SHALL BE COMPLETELY TESTED AND APPROVED PRIOR TO
CONTRACTOR TO CONTACT BLAIR TOWNSHIP WATER DEPARTMENT FOR LOCATION AND APPROVAL
WATER CONNECTIONS PRIOR TO CONSTRUCTION.
UTILITY NOTES
PUBLIC WATER SYSTEM STANDARDS AND APPROVED BY THE MDEQ.
7.PUBLIC WATERMAIN TO BE PLACED WITHIN A 20 FOOT WIDE EASEMENT.
8.FIRE HYDRANTS TO BE PLACED AT 400' INTERVALS, 1" WATER SERVICE TO BE SUPPLIED
TO EACH UNIT.
SOILS DATASOILS CONSIST OF KALKASKA LOAMY SAND (KaA, KaB, AND KaB2)
EXISTING CONTOURS
PH: (231) 929-4663
9.10' UTILITY EASMENTS ON BOTH SIDES OF ROAD RIGHT-OF-WAY.
W BLAIR TOWNHALL ROAD (VAR PUB)
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PARCEL B-S
0.37 AC.
PARCEL C-S
0.37 AC.
PARCEL D-S
0.37 AC.
PARCEL E-S
0.37 AC.
PARCEL A-S0.37 AC.
32.14 Acres
26.62 Acres
36.03 Acres
38 UNITS
PARCEL F-S
0.37 AC.
PARCEL G-S
0.37 AC.
0.39 AC.0.39 AC.0.39 AC.0.39 AC.0.39 AC.0.39 AC.0.39 AC.0.39 AC.
PHASE 1
MEADOWLARK LANE(33' PVT)
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PAVING DETAILUNDISTRUBED SOIL
6" MDOT 22A GRAVEL OR
110 LB./S.Y. (65 Kg/M^2) CATM SURFACING
165 LB./S.Y. (100 Kg/M^2) CALC LEVELING
NO SCALE
12"-15" SUITABLE SUBGRADE OR
CLASS II SAND
UNIT 13
TYPICAL UNIT LAYOUTNO SCALE
TYPICAL UNITNO SCALE
STORM CALCULATIONS
TYPICAL ROAD CROSS SECTIONNO SCALE
UNIT 14 UNIT 13 UNIT 12
6" GTCO 22A MODIFIED GRAVEL
SOILS DATA
04-03-2017 T
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JOB NUMBER:
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SHEET
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VALLEY
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BLAIR TOWNHALL RD.
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POND
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BLAIR TOWNHALL RD.
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SAWYER RD.
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18
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CO. RD. 633
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19
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MASON CR.
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NORTON RD.
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W SILVER
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VANCE
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VANCE
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CURTIS
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Grawn
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RD.
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7
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RD.
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RD.
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COX
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CONE TREE RD.
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21
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20
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17
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16
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NIMROD RD.
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BEITNER RD.
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31
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T.S.B. R.R.
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8
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37
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9
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HOOSIER
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BEITNER CR.
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LK. RD.
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C/L
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1.5%%%
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3:1
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2.5" asphalt
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6" gravel
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3:1
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1.5%%%
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3:1
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3:1
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3:1 FILL
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3:1 CUT
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Part of the Southwest 1/4 of Section 17, Town 26 North, Range 11 West, Blair Township, Grand Traverese County, Michigan, more fully described as follows: BEGINNING at the Southwest corner of said Section 17; thence N 00°30'03" W, 238.42 feet, along the west line of said Section 17; thence N 46°01'32" E, 1824.60 feet, to a point on the west 1/8 line and the west line of the plat of Meadow Woods Manor No. 2, as recorded in Liber 13, Page 25; thence S 00°25'11" E, 195.85 feet (previously recorded as 195.90'), along said west line, to the south 1/8 line and the south line of said plat of Meadow Woods Manor No. 2, as monumented; thence S 89°36'00" E, 1323.81 feet, (previously recorded as S 89°36'16" E, 1323.55 feet) along said line to the north & south 1/4 line and the west line of the plats of Meadow Woods No. 2, as recorded in Liber 9, Page 33, and Meadow Woods, as recorded in Liber 9, Page 5; thence S 00°18'47" E, 1121.20 feet, (previously recorded as S 00°19'27" E) along said line; thence N 89°32'42" W, 612.55 feet, parallel with the south line of said Section 17; thence S 00°27'18" W, 117.00 feet; thence 78.54 feet along a 50.00 foot radius curve to the left with a chord of S 44°32'42" E, 70.71 feet, central angle = 90°, to a point on the north right of way of W Blair Townhall Road; thence S 00°27'18" W, 33.00 feet, to the south line of said Section 17; thence N 89°32'42" W, 166.00 feet, along said south section line; thence N 00°27'18" E, 33.00 feet, to a point on the north right of way of W Blair Townhall Road; thence 78.54 feet along a 50.00 foot radius non-tangent curve to the left with a chord of N 45°27'18" E, 70.71 feet, central angle = 90°; thence N 00°27'18" E, 117.00 feet; thence N 89°32'42" W, 498.59 feet, parallel with said south section line; thence S 00°18'53" E, 117.68 feet; thence 77.87 feet along a 50.00 foot radius curve to the left with a chord of S 44°55'48" E, 70.23 feet, central angle = 89°13'49", to the north right of way of W Blair Townhall Road; thence S 00°27'18" W, 33.00 feet, to said south section line; thence N 89°32'42" W, 166.01 feet, along said south section line; thence N 00°27'18" E, 33.00 feet, to the north right of way of W Blair Townhall Road; thence 79.21 feet along a 50.00 foot radius non-tangent curve to the left with a chord of N 45°04'12" E, 71.18 feet, central angle = 90°46'11"; thence N 00°18'53" W, 116.34 feet; thence N 89°32'42" W, 173.50 feet, parallel with said south section line; thence S 00°01'57" E, 200.01 feet, to said south section line; thence N 89°32'42" W, 1225.87 feet, along said south section line to the POINT OF BEGINNING. Containing 61.02 acres. Subject to the right of way of Sawyer Road over the westernmost 33 feet thereof. Subject to the right of way of W Blair Townhall Road over the southernmost 33 feet thereof. Subject to an existing overhead utility line. Subject to other easements or restrictions, if any.
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SEPTIC FIELD
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RESERVE
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SEPTIC FIELD
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With a base asphalt mix of 110#/s.y. of CATM surfacing over 165#s.y. of CALC leveling course. The private road shall have a suitable sand/gravel sub-base not less than 12 inches of Class II sand/gravel and a minimum of 6 inch M.D.O.T. 22A or a GTCO 22A modified gravel specification.
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W 1/8 LINE
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MEADOW WOODS MANOR NO. 2
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MEADOW WOODS NO. 2
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MEADOW WOODS
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REC. L. 9, P. 33
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REC. L. 9, P. 5
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REC. L. 13, P. 25
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33.0'
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NORTH MANOR
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WOOD DR. (66')
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12"X12"X8" D.I. TEE
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PROPOSED
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HYDRANT
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ASSEMBLY
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PROPOSED
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ASSEMBLY
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ASSEMBLY
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ASSEMBLY
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PROPOSED
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HYDRANT
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ASSEMBLY
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PROPOSED 12" GATE VALVE
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PROPOSED 8" GATE VALVE
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8" GATE VALVE
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12" GATE VALVE
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COORDINATE WITH UTILITY COMPANY FOR PLACEMENT OF PROPOSED WATERMAIN
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209'-8" C-900 WATERMAIN TEE TO HYD
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235'-12" C-900 WATERMAIN HYD TO BEND
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292'-12" C-900 WATERMAIN VALVE TO HYD
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400'-12" C-900 WATERMAIN HYD TO HYD
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382'-12" C-900 WATERMAIN TEE TO VALVE
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455'-12" C-900 WATERMAIN HYD TO HYD
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168'-12" C-900 WATERMAIN TEE TO HYD
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1+00
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2+00
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3+00
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22+00
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23+00
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0+00
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23+21.63
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1+00
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2+00
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0+00
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PROVIDE PHYSICAL GAP DURING CONSTRUCTION FOR TESTING
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SAWCUT EXISTING ASPHALT AND REPLACE TO MATCH EXISTING COORDINATE TRAFFIC CONTROL W/ GTCO ROAD COMMISSION
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188'-12" C-900 WATERMAIN VALVE TO TEE
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12"X12"X8" D.I. TEE
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12" GATE VALVE
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12" GATE VALVE
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20'-8" C-900 WATERMAIN
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8" CAP
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8" GATE VALVE
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COORDINATE WITH UTILITY COMPANY FOR PLACEMENT OF PROPOSED WATERMAIN
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1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
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1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
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1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
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INSTALL 1" CORP IN 8" CAP W/ CURB VALVE & BOX @ END W/1" K- COPPER STUB.
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EXISTING 12" GATE VALVE
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ROD BACK TO GATE VALVE
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PROPOSED
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HYDRANT
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ASSEMBLY
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8" CAP
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8" CAP
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42'-24" CASING BORE & JACK W/ 0.25 WALL THICKNESS
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25'-12" C-900 WATERMAIN BEND TO BEND
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11'-12" C-900 WATERMAIN BEND TO TEE
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45° BEND(2)
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45° BEND(2)
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50'-12" C-900 WATERMAIN TEE TO BEND
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41'-12" C-900 WATERMAIN BEND TO BEND
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12" GATE VALVE
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PROPOSED
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HYDRANT
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ASSEMBLY
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ASSEMBLY
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HYDRANT
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ASSEMBLY
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PROPOSED 8" GATE VALVE
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EX BLOW-OFF ASSEMBLY
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EX HYDRANT ASSEMBLY
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8"X8"X8" D.I. TEE
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8" GATE VALVE
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8" GATE VALVE
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8"X8"X8" D.I. TEE
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8" GATE VALVE
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8" GATE VALVE
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1+00
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22+00
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0+00
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22+14.31
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6.55'
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199'-8" C-900 WATERMAIN
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195'-8" C-900 WATERMAIN
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394'-8" C-900 WATERMAIN
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395'-8" C-900 WATERMAIN
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CAP TO HYD
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HYD TO VALVE
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6'-8" C-900 WATERMAIN
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VALVE TO HYD
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HYD TO TEE
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6'-8" C-900 WATERMAIN
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TEE TO VALVE
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VALVE TO HYD
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394'-8" C-900 WATERMAIN
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HYD TO VALVE
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6'-8" C-900 WATERMAIN
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VALVE TO HYD
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372'-8" C-900 WATERMAIN
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HYD TO TEE
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6'-8" C-900 WATERMAIN
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TEE TO VALVE
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62'-8" C-900 WATERMAIN
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VALVE TO HYD
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179'-8" C-900 WATERMAIN
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HYD TO BLOW-OFF
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1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
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1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
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879.0
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879.0
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878.0
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877.0
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878.0
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879.0
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879.0
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878.0
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880.0
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879.0
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879.0
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880.0
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878.0
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877.0
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878.0
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879.0
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PROPOSED
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HYDRANT
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ASSEMBLY
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8" D.I. TEE
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8" GATE VALVE
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8" GATE VALVE
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241'-8" C-900 WATERMAIN
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17'-8" C-900 WATERMAIN
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12"X12"X8" D.I. TEE
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8" GATE VALVE
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222'-8" C-900 WATERMAIN
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TEE TO TEE
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192'-8" C-900 WATERMAIN
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TEE TO TEE
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TEE TO CONNECTION
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HYD TO TEE
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20' EASEMENT
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PROPOSED
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HYDRANT
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ASSEMBLY
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W. IRONWOOD DRIVE(66' PUB)
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8" GATE VALVE
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8" D.I. TEE
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EX BLOW-OFF
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257'-8" C-900 WATERMAIN
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254'-8" C-900 WATERMAIN
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105'-8" C-900 WATERMAIN
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77'-8" C-900 WATERMAIN
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101'-8" C-900 WATERMAIN
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352'-8" C-900 WATERMAIN
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MAINTAIN A PHYSICAL GAP FOR TESTING OF WATERMAIN
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NORTHERN ESTATES
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8'-12" C-900 WATERMAIN VALVE TO HYD
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100'-12" C-900 WATERMAIN
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VALVE TO HYD
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139'
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882
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881
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883
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877
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878
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877
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878
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877
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880
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877
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881
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875
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3+00
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4+00
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878
AutoCAD SHX Text
8" GATE VALVE
AutoCAD SHX Text
20' WATERMAIN EASEMENT
AutoCAD SHX Text
LOT 102
AutoCAD SHX Text
LOT 103
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LOT 101
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LOT 104
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S. MANOR
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WOOD DR. (66')
AutoCAD SHX Text
MAINTAIN A PHYSICAL GAP FOR TESTING.
AutoCAD SHX Text
REMOVE GUARDRAIL UPON PLACING NEW CONNECTION ROAD.
AutoCAD SHX Text
LOT 1
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LOT 2
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LOT 25
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LOT 26
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LOT 49
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LOT 50
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LOT 74
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LOT 75
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LOT 76
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LOT 77
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LOT 100
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LOT 99
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LOT 98
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LOT 97
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LOT 96
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LOT 95
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LOT 94
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LOT 93
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
JOHN HOLT
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2988 SAWYER ROAD
AutoCAD SHX Text
GERALD & DEBRA CORBY
AutoCAD SHX Text
DONNA KNOPF
AutoCAD SHX Text
2818 SAWYER ROAD
AutoCAD SHX Text
WALTER & PATRICIA POERTNER
AutoCAD SHX Text
2752 SAWYER ROAD
AutoCAD SHX Text
LAURA & LINDA REDLI
AutoCAD SHX Text
2730 SAWYER ROAD
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GLENN & CONNIE BENNETTS
AutoCAD SHX Text
2686 SAWYER ROAD
AutoCAD SHX Text
CARL & SHIRLEY SCHLUETTER
AutoCAD SHX Text
2652 SAWYER ROAD
AutoCAD SHX Text
STEVEN & CYNTHIA PORTER
AutoCAD SHX Text
2534 SAWYER ROAD
AutoCAD SHX Text
EQUITY TRUCT CO.
AutoCAD SHX Text
SHERYL GRAVES
AutoCAD SHX Text
MARVIN & BARB RADTKE
AutoCAD SHX Text
GEORGE BROAD
AutoCAD SHX Text
MICHAEL & DEBRA BLONSHINE
AutoCAD SHX Text
2876 W. IRONWOOD DR
AutoCAD SHX Text
2858 W. IRONWOOD DR
AutoCAD SHX Text
CHESTER & LORI MCFADDEN
AutoCAD SHX Text
BARRY & DAWN BARTHOLOMEW
AutoCAD SHX Text
GUY & MARTH PENICK
AutoCAD SHX Text
CHRISTINA BERNHARDT
AutoCAD SHX Text
JOHN & JILL MARLIN
AutoCAD SHX Text
MARK & MARJORIE HILLIARD
AutoCAD SHX Text
CHUMCO PROPERTIES
AutoCAD SHX Text
JEREMY & TIFFANY ENGEL
AutoCAD SHX Text
HEDIA ACKER
AutoCAD SHX Text
SUSAN TAFT TRUST
AutoCAD SHX Text
CHERYL ROOT
AutoCAD SHX Text
MICHAEL & NANCY PRINGLE
AutoCAD SHX Text
DEBRA CARMEAN
AutoCAD SHX Text
DORTHY & RICHARD BLODGETT
AutoCAD SHX Text
FEDERAL HOME LOA MORTGAGE
AutoCAD SHX Text
MITZY LARSON
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PHILIP & DONNA GARNO
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4981 BLAIR TOWNHALL RD
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KEVIN & SONJA CHOUINARD
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4951 BLAIR TOWNHALL RD
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LIBERTY BAPTIST CHURCH
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4875 BLAIR TOWNHALL RD
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NICK & MARILYN BABCOCK
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4809 BLAIR TOWNHALL RD
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LEROY SEESE
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4777 BLAIR TOWNHALL RD
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BRENT & SHERYL VAN SANTEN
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4735 BLAIR TOWNHALL RD
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JOSEPH & SAMANTHA SCHWARTZ
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4721 BLAIR TOWNHALL RD
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MICHAEL & DEBRA BLONSHINE
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4705 BLAIR TOWNHALL RD
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FELICIA LEE
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4691 BLAIR TOWNHALL RD
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DAVID MOLL
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4569 BLAIR TOWNHALL RD
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XXXXXXX
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4507 BLAIR TOWNHALL RD
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28-02-009-035-10 CONSUMERS ENERGY P.O. BOX 201 GRAND RAPIDS, MI 49501-0201
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28-02-017-015-00 HAROLD AND JANET GREEN 2495 SAWYER ROAD TRAVERSE CITY, MI 49684
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28-02-009-035-10 CONSUMERS ENERGY P.O. BOX 201 GRAND RAPIDS, MI 49501-0201
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28-02-018-028-00
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28-02-020-013-10
AutoCAD SHX Text
28-02-020-013-20
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28-02-020-013-30
AutoCAD SHX Text
28-02-020-013-40
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28-02-020-013-51
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28-02-020-014-00
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28-02-020-014-10
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28-02-020-014-30
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28-02-020-014-45
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28-02-020-014-50
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4468 BLAIR TOWNHLL RD
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28-02-430-001-00
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2966 W. IRONWOOD DR
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28-02-430-002-00
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28-02-430-025-00
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2948 W. IRONWOOD DR
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28-02-430-026-00
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2930 W. IRONWOOD DR
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28-02-430-049-00
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2912 W. IRONWOOD DR
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28-02-430-050-00
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2894 W. IRONWOOD DR
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MICHAEL & DEBRA BLONSHINE
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28-02-430-051-00
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MICHAEL & DEBRA BLONSHINE
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28-02-430-052-00
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MICHAEL & DEBRA BLONSHINE
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LOT 51
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LOT 52
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28-02-430-074-00
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2840 W. IRONWOOD DR
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2822 W. IRONWOOD DR
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28-02-430-075-00
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2822 W. IRONWOOD DR
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28-02-430-076-00
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2786 W. IRONWOOD DR
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28-02-430-077-00
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4503 S. MANOR WOOD DR.
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28-02-501-093-00
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28-02-501-094-00
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4525 S. MANOR WOOD DR.
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28-02-501-095-00
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4541 S. MANOR WOOD DR.
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28-02-501-096-00
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4559 S. MANOR WOOD DR.
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28-02-501-097-00
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4577 S. MANOR WOOD DR.
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28-02-501-098-00
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4595 S. MANOR WOOD DR.
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4617 S. MANOR WOOD DR.
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28-02-501-099-00
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28-02-501-100-00
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28-02-501-101-00
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4635 S. MANOR WOOD DR.
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4651 S. MANOR WOOD DR.
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28-02-501-102-00
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4675 S. MANOR WOOD DR.
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4740 N. MANOR WOOD DR.
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28-02-501-103-00
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4722 N. MANOR WOOD DR.
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28-02-501-104-00
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2902 SAWYER ROAD
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28-02-018-029-00
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28-02-018-026-00
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28-02-018-019-00
AutoCAD SHX Text
28-02-018-019-10
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28-02-018-009-10
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28-02-018-009-20
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28-02-018-025-30
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UNIT 102
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JBM PROPERTIES
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28-02-560-102-00
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4711 QUAIL COURT
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UNIT 101
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JBM PROPERTIES
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28-02-560-101-00
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4703 QUAIL COURT
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EX 8" C-900 WATERMAIN
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1" WATER SERVICE(TYP)
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EXISTING
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HOUSE
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EXISTING
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GARAGE
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EXISTING
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HOUSE
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EXISTING
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PINE TREES
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EXISTING
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HOUSE
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EXISTING
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GARAGE
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X
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X
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X
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X
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EXISTING WOOD FENCE
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EXISTING
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PINE TREES
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PROPOSED 12" GATE VALVE
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ROD BACK TO GATE VALVE
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12" CAP
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20' WATERMAIN EASEMENT
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1
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1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
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1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
AutoCAD SHX Text
1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
AutoCAD SHX Text
28-02-009-035-10 CONSUMERS ENERGY P.O. BOX 201 GRAND RAPIDS, MI 49501-0201
AutoCAD SHX Text
28-02-009-035-10 CONSUMERS ENERGY P.O. BOX 201 GRAND RAPIDS, MI 49501-0201
AutoCAD SHX Text
PROP SEPTIC
AutoCAD SHX Text
RESERVE SEPTIC
AutoCAD SHX Text
13071.5 Sq. Feet
AutoCAD SHX Text
0.30 Acres
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11400.0 Sq. Feet
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0.26 Acres
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11400.0 Sq. Feet
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0.26 Acres
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11400.0 Sq. Feet
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0.26 Acres
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12383.6 Sq. Feet
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0.28 Acres
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13199.2 Sq. Feet
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0.30 Acres
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14700.8 Sq. Feet
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0.34 Acres
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11401.3 Sq. Feet
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0.26 Acres
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11401.3 Sq. Feet
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0.26 Acres
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11401.3 Sq. Feet
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0.26 Acres
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14137.6 Sq. Feet
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0.32 Acres
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13515.0 Sq. Feet
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0.31 Acres
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9739.2 Sq. Feet
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0.22 Acres
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11400.0 Sq. Feet
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0.26 Acres
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11398.9 Sq. Feet
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0.26 Acres
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14656.7 Sq. Feet
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0.34 Acres
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12889.7 Sq. Feet
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0.30 Acres
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11400.0 Sq. Feet
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0.26 Acres
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11400.0 Sq. Feet
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0.26 Acres
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11402.2 Sq. Feet
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0.26 Acres
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11774.2 Sq. Feet
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0.27 Acres
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18051.4 Sq. Feet
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0.41 Acres
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11400.0 Sq. Feet
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0.26 Acres
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11400.0 Sq. Feet
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0.26 Acres
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15109.0 Sq. Feet
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0.35 Acres
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11400.0 Sq. Feet
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0.26 Acres
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11400.0 Sq. Feet
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0.26 Acres
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11933.3 Sq. Feet
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0.27 Acres
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14275.1 Sq. Feet
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0.33 Acres
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11402.8 Sq. Feet
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0.26 Acres
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11463.0 Sq. Feet
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0.26 Acres
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12550.7 Sq. Feet
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0.29 Acres
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19402.1 Sq. Feet
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0.45 Acres
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12480.7 Sq. Feet
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0.29 Acres
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11785.1 Sq. Feet
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0.27 Acres
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11400.0 Sq. Feet
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0.26 Acres
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12952.0 Sq. Feet
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0.30 Acres
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13846.0 Sq. Feet
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0.32 Acres
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12383.6 Sq. Feet
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0.28 Acres
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12345.8 Sq. Feet
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0.28 Acres
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11400.0 Sq. Feet
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0.26 Acres
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17995.5 Sq. Feet
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0.41 Acres
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17357.7 Sq. Feet
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0.40 Acres
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15103.6 Sq. Feet
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0.35 Acres
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12001.4 Sq. Feet
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0.28 Acres
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11401.3 Sq. Feet
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0.26 Acres
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11400.0 Sq. Feet
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0.26 Acres
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11400.0 Sq. Feet
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0.26 Acres
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13069.0 Sq. Feet
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13052.6 Sq. Feet
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0.30 Acres
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18158.8 Sq. Feet
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0.42 Acres
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14141.8 Sq. Feet
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0.32 Acres
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PROP SEPTIC
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RESERVE SEPTIC
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PROP SEPTIC
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RESERVE SEPTIC
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PROP SEPTIC
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RESERVE SEPTIC
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PROPOSED
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HYDRANT
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ASSEMBLY
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PROP SEPTIC
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RESERVE SEPTIC
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PROP SEPTIC
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PROP SEPTIC
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PROP SEPTIC
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PROP SEPTIC
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RESERVE SEPTIC
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1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
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1" WATER SERVICE CURB STOP & BOX (AT EACH LOT)
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0
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150
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300
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450
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UNIT LINE
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UNIT LINE
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GRASS LAWN
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AREA
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GRASS LAWN
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AREA
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NO CULVERTS
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RUN-OFF FROM HOUSE AND BACK SIDE OF GARAGE TO BE DIRECTED INTO GRASSED LAWN AREAS. AREAS THAT DRAIN INTO SHALLOW SWALE IS AS FOLLOWS (based on a 72' wide unit) 12' ROAD = 864 SFT ROOF/GARAGE = 706 SFT DRIVEWAY = 722 SFT GRASS AREA = 1,739 SFT TOTAL RUN-OFF GETTING TO DITCH LINE = 4,031 SFT @ 2.5 INCHES OF RUN-OFF = 840 CFT PER 72' WIDE UNIT STRAIGHT REQUIRED VOLUME WITHOUT INFILTRATION. WITH APPLYING THE RATIONAL METHOD ON A TYPICAL UNIT WITH THE AREAS THAT FRONT TOWARDS THE ROAD/SHALLOW SWALE (HATCH AREAS IN PLAN VIEW), THE REQUIRED STORAGE CAPACITY IS REDUCED TO 182.9 CFT(SEE CALCULATIONS TO THE RIGHT). THIS EQUALS 3.66 CFT/LFT OF UNIT REQUIRED(EXCLUDING DRIVEWAY). PROPOSED SHALLOW SWALE WILL PROVIDE THE FOLLOWING: EACH LOT WILL LOSE 22 LINEAL FEET OF STORAGE CAPACITY WITH THE PLACEMENT OF A DRIVEWAY. THEREFORE THE SHALLOW SWALE WILL BE 0.5' DEEP WITH 1 ON 4 SIDE SLOPES AND A 8' FLAT BOTTOM PROFILE. THIS CROSS SECTION WILL PROVIDE 5 CFT OF STORAGE PER LINEAL FOOT OF DITCH. ON A 72' WIDE UNIT, WITH REMOVAL OF DRIVEWAY AND SIDE SLOPES, THE SHALLOW SWALE WILL HAVE 50 LINEAL FEET OF CAPACITY AT 5.0 CFT/LF, WHICH PROVIDES 250 CFT FT OF STORAGE CAPACITY. THIS IS GREATER THAN THE REQUIRED CAPACITY OF 182.9 CFT.
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WOODSIDE TRAIL TYPICAL UNIT CALCULATIONS BY USING THE RATIONAL METHOD FOR CALCULATING STORM WATER CAPACITY FOR A TYPICAL UNIT THE FOLLOWING IS SHOWN: Runoff Curve Number (CN) Cover description CN Soil Group Area(Sq.Ft.) Paved Lots Roofs & Driveways 98 A 2292 S.F. Open Space-Good (>75% grass) 39 A 1739 S.F. CN (weighted): 72.5 Total Area: 4,031 Sq.Ft. Runoff Return Period: 25-Year Rainfall, P: 2.50 in Runoff, Q: 0.5497 in Runoff Volume REQ'D: 0.0042 Acre-Ft Runoff Volume REQ'D: 182.9 CFT
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C/L
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1.5%%%
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4:1
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2.5" asphalt
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6" gravel
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4:1
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1.5%%%
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4:1
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4:1
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4:1 FILL
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4:1 CUT
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PROP SEPTIC
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RESERVE SEPTIC
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PROP SEPTIC
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PROP SEPTIC
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TYP HOUSE
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GARAGE
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PORCH
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PORCH
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TYP HOUSE
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GARAGE
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PORCH
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PORCH
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TYP HOUSE
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GARAGE
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PORCH
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PORCH
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SHALLOW SWALE
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GRASS LAWN
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AREA
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GRASS LAWN
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GRASS LAWN
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AREA
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GRASS LAWN
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AREA
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PLASTIC/VYNYL MAINTENANCE FREE FENCE PLACED ON UNIT LINES
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PLASTIC/VYNYL MAINTENANCE FREE FENCE PLACED ON UNIT LINES
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Part of the West 1/2 of the Southwest 1/4 of Section 17, Town 26 North, Range 11 West, Blair Township, Grand Traverse County, Michigan, more fully described as follows: Commencing at the Southwest corner of said Section 17; thence N 00°30'03" W, 1891.74 feet, along the west line of said Section 17 to the POINT OF BEGINNING; thence continuing N 00°30'03" W, 581.13 feet; thence S 89°38'05" E, 1325.65 feet to a point on the west 1/8 line of said Section 17; thence S 00°25'01" E, 503.69 feet, along said 1/8 line; thence S 46°01'32" W, 1368.96 feet; thence N 40°16'42" W, 244.37 feet; thence 67.31 feet along a 308.00 foot radius non-tangent curve to the right with a chord of S 83°14'18" W, 67.18 feet, central angle = 12°31'18"; thence S 89°29'57" W, 25.19 feet; thence 78.54 feet along a 50.00 foot radius curve to the left with a chord of S 44°29'57" W, 70.71 feet, central angle = 90°00'00", to the east right of way of Sawyer Road; thence S 89°29'57" W, 33.00 feet, to a point on said west section line; thence N 00°30'03" W, 166.00 feet, along said section line; thence N 89°29'57" E, 33.00 feet, to said right of way of Sawyer Road; thence 78.54 feet along a 50.00 foot radius non-tangent curve to the left with a chord of S 45°30'03" E, 70.71 feet, central angle = 90°00'00"; thence N 89°29'57" E, 25.19 feet; thence 94.17 feet along a 242.00 foot radius curve to the left with a chord of N 78°21'06" E, 93.57 feet, central angle = 22°17'43"; thence N 00°30'03" W, 619.89 feet, parallel with said west section line; thence S 89°29'57" W, 200.00 feet, to the POINT OF BEGINNING. Containing 29.65 acres. Subject to the right of way of Sawyer Road over the westernmost 33 feet thereof. Subject to a 100 foot wide utility easement over an easeterly portion thereof. Subject to other easements or restrictions, if any.