4.14 SR 10-21-2024The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
City Council
Item Number
4.14
Meeting Date
October 21, 2024
Prepared By
Zack Carlton, Community Development Director
Item Description
Resolution 24-63: Final Plat Bradford Park Second
Addition
Reviewed by
Zack Carlton
Cal Portner
Tina Allard
Action Requested
Adopt, by motion, Resolution 24-63 approving the final plat of Bradford Park Second Addition, subject to the
following conditions:
1. Council approval of a Development Agreement outlining the responsibilities of the developer.
2. The applicant must receive final approval of all state and federal wetland permits and applications prior to
recording.
3. The Water Availability Charge shall be paid in the amount required by the city when the final plat is
released for recording (currently $390/plumbing unit).
4. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public
improvements.
5. Upon completion of all improvements and acceptance by the city, a security or warranty in a form
acceptable to the Public Works Director must be secured.
6. The Development Plan shall be approved by the public works director prior to issuance of building permits.
7. Staff approval of all site, civil, and landscaping plans.
8. All mailboxes shall be clustered.
9. Address all comments in the comment letter dated October 8, 2024.
10. Park Dedication requirements will be consistent with the preliminary plat approval.
11. Any item or condition found that indicates the site is likely to yield information important to pre-history
or history shall be reported to the city immediately. Further, the city reserves the right to stop work
authorized in its approval until the site is appropriately investigated and work is authorized.
Background/Discussion
The applicant, Lennar, is seeking approval for the second phase of Bradford Park. This phase will plat 96 new
single-family lots and establish the subdivisions' primary connection to County Road 40. The county road
connection is a critical improvement for this project as it will minimize construction traffic through the
existing neighborhoods of Miske Meadows and Twin Lakes Estates.
This phase will also begin to develop the park infrastructure approved as part of the project. The park
approvals will require cost sharing from the city for the regional trail running through the center of the
project. The responsibilities of the developer and the city will be outlined in the development agreement.
Page 146 of 294
Financial Impact
The city will have some cost participation in the regional trail segment of this subdivision.
Mission/Policy/Goal
Opportunity to live, work, and play.
Support the growth and development of the community.
Attachments
1. Location Map
2. Final Plat of Bradford Park Second Addition
3. Bradford Park Development Plans
4. Final Plat Resolution
5. Park and Trail Exhibit
Page 147 of 294
Page 148 of 294
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County R/W Plat No. 30W. Line - Sherburne
County R/W Plat No. 30N. Line - SherburneCounty R/W Plat No. 7Point ofBeginningE'ly LineBradford Park
W. Line - SW 1/4 - SE 1/4
Sec. 36-33-26
N. Line - S 600'SW 1/4 - SE 1/4Sec. 36-33-26E. Line - W 825'
SW 1/4 - SE 1/4
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W. Line - E 660'
NW 1/4 - SE 1/4
Sec. 36-33-26
S. Line - N 936'NW 1/4 - SE 1/4Sec. 36-33-26N. Line - S 660' - N 936'NW 1/4 - SE 1/4Sec. 36-33-26N. Line - SW 1/4 - NE 1/4Sec. 36-33-26660936
660
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825N00°22'24"W 1101.21 Point ofBeginningS'ly LineBradford ParkS'ly LineBradford ParkE'ly LineBradford Park N56°03'54"W 438.97N06°35'25"W130.00S03°05'32"E409.46OUTLOT JOUTLOT KL=430.70R=1041.29Δ=23°41'56"S00°21'48"E108.01N89°37'53"W431.97S75°50'54"W199.42S89°37'53"E 1112.84N00°10'01"W128.38N75°48'37"W62.42120
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S89°15'25"E 2419.19185th AVENUE185th AVENUEIVANHOESTREETS14°05'37"E 160.41BRADFORD PARK SECOND ADDITIONSHEET 1 OF 4 SHEETSBEARING NOTE:The orientation of this bearing system isbased on the west line of NW 1/4 of Sec. 36,Twp. 33, Rge 26. Said line bears North 00degrees 22 minutes 42 seconds West.0SCALE IN FEET200400CITY OF ELK RIVERCOUNTY OF SHERBURNECITY COUNCIL, CITY OF ELK RIVER, MINNESOTAApproved and accepted by the City Council of the City of Elk River,Sherburne County, Minnesota at a meeting held the _______ day of___________________, 20_____.______________________________________MayorAttest:______________________________________ClerkCOUNTY SURVEYOR, SHERBURNE COUNTY, MINNESOTAPursuant to Sherburne County Ordinance Number 006, I hereby certify thatthis plat has been checked and approved as to compliance with Chapter505, Minnesota Statutes this _______ day of ___________________,20_____.______________________________________Sherburne County SurveyorSURVEYOR'S CERTIFICATEI Mark A. Schwanz do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota;that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted onthis plat have been or, will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of thedate of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this _______ day of ___________________, 20_____.___________________________________________________________Mark A. Schwanz, Licensed Land SurveyorMinnesota License No. 45817State of MinnesotaCounty of ____________________This instrument was acknowledged before me on _______________________, 20_____ by Mark A. Schwanz, Licensed Land Surveyor, Minnesota License No. 45817.__________________________________________(sign)__________________________________________(print)Notary Public ___________________________My Commission Expires ________________1 INCH = 200 FEETINSTRUMENT OF DEDICATIONKNOW ALL PERSONS BY THESE PRESENTS: That U.S. Home, LLC, a Delaware limited liability company, owner of the following described property:Outlot C, Bradford Park, according to the recorded plat thereof, City of Elk River, Sherburne County, Minnesota.ANDAll that part of the South Half of the Northwest Quarter and that part of the North Half of the Southwest Quarter, all in Section 36, Township 33 North, Range 26 West,Sherburne County, Minnesota, described as follows:Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22 minutes 24 seconds East (assumed bearing) on the west line of saidSouthwest Quarter, 79.88 feet to the point of beginning; thence South 00 degrees 22 minutes 24 seconds East on said west line, 1255.61 feet to the southwest corner ofthe North Half of the Southwest Quarter of said Section 36; thence South 89 degrees 28 minutes 17 seconds East on the south line of said North Half of the SouthwestQuarter, 1468.83 feet; thence North 00 degrees 22 minutes 24 seconds West, 1101.21 feet; thence North 66 degrees 08 minutes 44 seconds East, 27.04 feet; thenceNorth 27 degrees 12 minutes 25 seconds West, 130.00 feet; thence North 35 degrees 18 minutes 59 seconds West, 60.68 feet; thence North 26 degrees 09 minutes 48seconds West, 130.00 feet; thence North 58 degrees 59 minutes 55 seconds East, 57.35 feet; thence North 49 degrees 43 minutes 44 seconds East, 60.05 feet; thenceNorth 48 degrees 47 minutes 19 seconds East, 68.31 feet; thence North 50 degrees 36 minutes 03 seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54second West, 438.97 feet to a point on the southerly line of Bradford Park, according to the recorded plat thereof; thence South 89 degrees 37 minutes 36 seconds Weston said southerly line, 443.76 feet; thence South 00 degrees 22 minutes 24 seconds East on the easterly line of said Bradford Park, 518.90 feet; thence South 89degrees 37 minutes 36 seconds West on the southerly line of said Bradford Park, 737.27 feet to the point of beginning.ANDAll that part of the South Half of the Northwest Quarter; that part of the Southwest Quarter of the Northeast Quarter; that part of the North Half of the Southwest Quarter;that part of the Southwest Quarter of the Southeast Quarter; and that part of the Northwest Quarter of the Southeast Quarter, all in Section 36, Township 33 North,Range 26 West, Sherburne County, Minnesota, described as follows:Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22 minutes 24 seconds East (assumed bearing) on the west line of saidSouthwest Quarter, 1335.49 feet to the southwest corner of the North Half of the Southwest Quarter of said Section 36; thence South 89 degrees 28 minutes 17 secondsEast on the south line of said North Half of the Southwest Quarter, 1468.83 feet to the point of beginning; thence North 00 degrees 22 minutes 24 seconds West,1101.21 feet; thence North 66 degrees 08 minutes 44 seconds East, 27.04 feet; thence North 27 degrees 12 minutes 25 seconds West, 130.00 feet; thence North 35degrees 18 minutes 59 seconds West, 60.68 feet; thence North 26 degrees 09 minutes 48 seconds West, 130.00 feet; thence North 58 degrees 59 minutes 55 secondsEast, 57.35 feet; thence North 49 degrees 43 minutes 44 seconds East, 60.05 feet; thence North 48 degrees 47 minutes 19 seconds East, 68.31 feet; thence North 50degrees 36 minutes 03 seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54 second West, 438.97 feet to a point on the easterly line of Bradford Park,according to the recorded plat thereof; thence North 33 degrees 40 minutes 54 seconds East on said easterly line, 641.03 feet; thence North 09 degrees 50 minutes 04seconds West on said easterly line, 334.87 feet to a point on the north line of the South Half of the Northwest Quarter of said Section 36; thence South 89 degrees 15minutes 25 seconds East on said north line and on the north line of the Southwest Quarter of the Northeast Quarter of said Section 36, a distance of 2419.19 feet to apoint on the west line of Sherburne County Right of Way Plat No. 30, according to the recorded plat thereof; thence South 00 degrees 03 minutes 59 seconds East onsaid west line, 1326.83 feet; thence South 00 degrees 10 minutes 01 seconds East on said west line, 275.32 feet to a point on the north line of the South 660 feet of theNorth 936 feet of the Northwest Quarter of the Southeast Quarter of said Section 36; thence North 89 degrees 18 minutes 10 seconds West on said north line, 610.07feet to a point on the west line of the East 660 feet of said Northwest Quarter of the Southeast Quarter; thence South 00 degrees 10 minutes 01 seconds East on saidwest line, 660.08 feet to a point on the south line of the North 936 feet of said Northwest Quarter of the Southeast Quarter; thence South 89 degrees 18 minutes 10seconds East on said south line, 610.07 feet to a point on the west line of said Sherburne County Right of Way Plat No. 30; thence South 00 degrees 10 minutes 01seconds East on said west line, 1347.63 feet; thence South 50 degrees 16 minutes 39 seconds West on said west line, 127.31 feet to a point on the north line ofSherburne County Right of Way Plat No. 7, according to the recorded plat thereof; thence westerly 341.18 feet on said north line and on a 1161.35 foot radius curve,concave to the south, having a central angle of 16 degrees 49 minutes 56 seconds and a 339.96 foot chord that bears South 89 degrees 51 minutes 37 seconds West toa point on the east line of the West 825 feet of said Southwest Quarter of the Southeast Quarter; thence North 00 degrees 21 minutes 48 seconds West on said eastline, 320.65 feet to a point on the north line of the South 600 feet of said Southwest Quarter of the Southeast Quarter; thence North 89 degrees 37 minutes 53 secondsWest on said north line, 825.07 feet to a point on the west line of said Southwest Quarter of the Southeast Quarter; thence North 00 degrees 21 minutes 48 secondsWest on said west line, 727.71 feet to the southeast corner of the North Half of the Southwest Quarter of said Section 36; thence North 89 degrees 28 minutes 17seconds West on the south line of said North Half of the Southwest Quarter, 1156.62 feet to the point of beginning.Has caused the same to be surveyed and platted as BRADFORD PARK SECOND ADDITION and does hereby dedicate to the public, for public use forever, the publicways as shown on this plat. And also dedicating to the public, for public use forever, the drainage and utility easements shown on this plat for drainage and utility purposesonly.In witness whereof said U.S. Home, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this _______ day of___________________, 20_____.Signed: U.S. Home, LLC__________________________________________ (sign)______________________________ Chief Manager(print)State of ____________________________County of ____________________________This instrument was acknowledged before me on _______________________, 20_____ by ________________________________, Chief Manager, of U.S. Home, LLC, aDelaware limited liability company.__________________________________________(sign)__________________________________________(print)Notary Public ___________________________My Commission Expires ________________COUNTY AUDITOR/TREASURER, SHERBURNE COUNTY, MINNESOTAI hereby certify taxes payable for the year 20_____ on the land herein described havebeen paid in full, and there are no delinquent taxes and transfer was entered this_______ day of ___________________, 20_____.______________________________________Sherburne County Auditor/TreasurerCOUNTY RECORDER, SHERBURNE COUNTY, MINNESOTAI hereby certify that this instrument was filed in the office of the County Recorder forrecord on this _______ day of ___________________, 20_____, at _______ o'clock_____.M. and was duly recorded as Document No. ______________________.______________________________________Sherburne County RecorderFINAL PLAT FOR REVIEWIron Monument FoundIndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 Set.Indicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 To Be SetWithin One Year of Recording.Water's EdgeLEGENDWPage 149 of 294
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4
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L=322.15Δ=19°01'43"S70°35'05"W60.26N89°05'17"E 95.5962.66N27°17'26"W16.37N5
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N56°03'54"W 438.97N35°18'59"W60.68L=335.11R=470.00Δ=40°51'09"L=2
9
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=
N00°22'24"W 1335.49OUTLOT JD&U EasementPer Doc. No. 61864450
7.57.57.5
L=449.90R=500.00L=234.19R=250.00Δ=53°40'24"L=109.67 R=300.00Δ=20°56'47"L=115.92 R=360.00Δ=18°26'58"L=422.90R=470.00L=210.62R=530.00Δ=22°46'11"L=206.09R=220.00Δ=53°40'24"L=262.30R=280.00Δ=53°40'24"L
=
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8
6
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0185th AVENUEIVANHOELINCOLNSTREET
KENNEDYSTREETS14°05'37"E 160.41L=322.53Δ=18°28'46"L=47.31Δ=2°42'39"BRADFORD PARK SECOND ADDITIONSHEET 2 OF 4 SHEETSIron Monument FoundIndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 Set.Indicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 To Be SetWithin One Year of Recording.Water's EdgeLEGENDBEARING NOTE:The orientation of this bearing system isbased on the west line of NW 1/4 of Sec. 36,Twp. 33, Rge 26. Said line bears North 00degrees 22 minutes 42 seconds West.0SCALE IN FEET60120CITY OF ELK RIVERCOUNTY OF SHERBURNEWDrainage andUtility EasementLinesLot LinesRight-of-Way LineDrainage and Utility Easements are shown thus:Being 5 feet in width and adjoining lot lines and being10 feet in width and adjoining right - of - way lines andrear lot lines, unless otherwise indicated on the plat.10
10
10
1055
1 INCH = 60 FEETFINAL PLAT FOR REVIEWPage 150 of 294
S69°22'26"E 369.31S69°22'26"E 369.31111111101112131415161788822222333334444555523666677799910101011111213141576910811OUTLOT EOUTLOT FOUTLOT GWWWWW WWWWWWWWWWWWWWWWWWWWWWWWW
W
W
WS58°59'55"W57.35S49°43'44"W60.05N42°07'03"W 130.00S48°47'19"W68.31N40°18'19"W 130.00S50°36'03"W68.31'11"L=68.29Δ=1°59'11"L=68.29Δ=1°59'11"N29°24'53"W 130.00L=68.29Δ=1°59'11"N27°25'43"W 130.00L=22.47Δ=6°16'53"N25°26'32"W 131.36L=45.88Δ=1°20'04"
L
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Δ=14°18'33"L=74.64Δ=15°16'26"N19°29'00"W 136.6537.48N13°48'28"W 130.00L=37.58Δ=7°41'20"65.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0052.61L=19.33Δ=2°59'37"N10°48'51"W 130.00L=87.66Δ=13°34'28"N02°45'37"E 130.00
L=84.42Δ=13°04'19"S09°50'5
6
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1
2
9
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0
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81.16L=61.36Δ=8°10'34"L=109.50Δ=16°30'35"L=71.54Δ=9°31'54"S11°51'35"E38.90S13°48'28"E 130.0058.76L=92.27Δ=16°31'18"S11°51'35"E38.6367.56S13°48'28"E 130.0055.0055.0055.00S13°48'28"E 134.8855.22S13°48'28"E 139.7655.2255.00S13°48'28"E 144.6455.2255.00S13°48'28"E 149.5355.2255.00S13°48'28"E 154.4155.2255.00S13°48'28"E 159.2955.2255.00S13°48'28"E 164.1755.2255.00S00°20'11"E 165.76
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130
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4
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3
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5
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"WN26°30'25"W 133.98L=64.21Δ=1°48'44"65.37S61°31
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.
0
0
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L=61.44Δ=7°29'25"L=17.99Δ=3°40'50"N61°31
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"E
130
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L=79.37Δ=9°40'33"S42°59'17"E57.35S52°39'51"E57.35S32°29'53"W 130.00L=79.37Δ=9°40'33"S22°49'19"W 130.00 L=79.37Δ=9°40'33"S62°20'24"E57.35S13°08'46"W 130.00 L=79.37Δ=9°40'33"S72°00'58"E57.35S12°44'14"W 130.00 L=24.20Δ=4°57'05"L=43.97Δ=5°21'37"S79°38'30"E67.22S24°55'04"W 130.00 L=59.53Δ=12°10'50"S71°10'21"E87.00S37°05'54"W 130.00 L=59.53Δ=12°10'50"S58°59'31"E87.00S49°16'43"W 130.00L=59.53Δ=12°10'50"S46°48'41"E 87.00L=59.53Δ=12°10'50"L=125.24Δ=32°37'00"N33°22'38"E 146.68 28.21N10°52'27"E 155.15L=86.41Δ=22°30'11"60.28N12°29'51"E 160.50L=43.58Δ=4°42'42"L=11.86Δ=3°05'18"70.13N18°10'21"E 173.10L=52.50Δ=5°40'31"19.0854.64N22°59'58"E 200.25L=52.87Δ=5°42'57"31.59L=101.55Δ=37°32'21"
4.43 L=61.67Δ=6°40'01"S79°08'35"W67.23S77°47'18"W82.36L=34.60Δ=7°04'48"N61°27'33"E 130.00N34°37'52"W87.0028.94N33°40'54"E 335.96 S15°31'24"W66.55N09°50'04"W 149.8957.06N33°40'54"E49.63L =4 7 .3 1Δ=1 2 °1 9 '1 5 "S11°41'08"E14.22L =6 8 .9 0R=9 7 0 .0 0Δ=4 °0 4 '1 0 "L=67.25R=2970.00Δ=1°17'51"S09°50'04"E 184.98
1140.85N89°15'25"WL=19.52Δ=2°36'05"S18°
0
1
'
2
9
"
W
1
3
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0
0 S76°44'18"E 160.94N88°36'24"E 120.98L=69.99Δ=10°33'11"6
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1
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0
4
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"EL=58.87Δ=10°32'28"N76°11'32"E 113.76N81°15'51"E 485.76S33°43'35"E 187.9360.00
S04°11'57"E N85°48'03"E84.02L=39.12Δ=14°27'41"S10°06'17"E 152.07N87°18'17"E 86.24S84°59'53"E 177.70N80°01'01"E 163.10S35°09'34"E 130.00L=129.22Δ=3°45'30"N31°24'04"W 130.00S59°35
'31
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'42
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"W63.78S65°33'03"W63.78S67°32'14"W63.78S69°31'25"W63.78S72°57'51"W61.52S76°11'32"W 455.00S76°28'49"W65.15S85°58'23"W56.73N80°42'14"W54.64S15°
4
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L=30.96Δ=4°47'39"NW CornerSW 1/4 - NE 1/4Sec. 36-33-26N51°32'37"E72.81 N29°12'42"E72.81 N06°58'42"E72.18 N15°09'24"W72.18N37°23'03"W72.77N59°42'15"WL=577.59R=2000.00Δ=16°32'48"113.4758.06N56°03'54"W 438.97L=296.25Δ=8°21'42"S38°29'40"E 130.00L=64.21Δ=1°48'44"N33°48'01"E33.58L=113.4
5
R=125.00Δ=5
2
°
0
0
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5
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L=153.17
R=175.
0
0
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0
8'58
"L=319.17R=250.00Δ=73°08'53"L=240.40R=400.00Δ=34°26'03"L=449.90R=500.00Δ=51°33'16"L=234.19R=250.00Δ=53°40'24"L=165.32R=350.00Δ=27°03'46"N76°11'32"E
545
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E
6
7
.
8
5
L=222.37R=370.00Δ=34°26'03"L=213.78R=430.00Δ=28°29'07"N76°11'32"E 529.70N76°11'32"E 545.09L=147.40R=280.00Δ=30°09'46"L=280.87R=220.00Δ=73°08'53"L=149.95R=280.00Δ=30°41'00"L=1
4
6
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3
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2
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4
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5
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0
.
0
0
3
0
.
0
0
L=586.25R=2030.00Δ=16°32'48"L=586.25R=2030.00Δ=16°32'48"R=1970.00Δ=16°32'48"L=568.92R=1970.00Δ=16°32'48"
30.0030.00 N61°27'33"E60.00L =6 4 .7 2R=2 2 0 .0 0Δ=1 6 °5 1 '1 9 "L=17.41Δ=4°32'04"N61°31'39"E 202
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AVENUE185TH AVENUES69°22'26"E 369.31S69°22'26"E 369.31L=154.93R=970.00Δ=9°09'06"L=144.22R=1030.00Δ=8°01'21"N30°13'14"E36.11N59°46'46"W60.00S3
0
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1
3
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1
4
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W
45
.
4
4
L=168.10R=1041.00Δ=9°15'07"S89°57'11"E 176.50S89°57'11"E 176.36L=129.34R=970.00Δ=7°38'23"S30°13'14"W15.89N59°46'46"W60.00N3
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38
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0
1
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1
3
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4
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1
3
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.
0
0
L=30.96Δ=4°47'39"=400.00Δ=34°26'03"S69°22'26"E 369.3170.00Δ=34°26'03"R=430.00Δ=28°29'07"L=181.31R=1000.00Δ=10°23'17"L=180.85R=1005.50Δ=10°18'19"S89°57'11"E 176.43N30°13
'14
"E59.74N30°13
'14
"E78.0165.5972.16
35.50 35.50
S00°03'59"E 1326.83 226.79Δ=32°29'09"185TH AVENUEBRADFORD PARK SECOND ADDITIONSHEET 3 OF 4 SHEETSBEARING NOTE:The orientation of this bearing system isbased on the west line of NW 1/4 of Sec. 36,Twp. 33, Rge 26. Said line bears North 00degrees 22 minutes 42 seconds West.0SCALE IN FEET60120CITY OF ELK RIVERCOUNTY OF SHERBURNE1 INCH = 60 FEETFINAL PLAT FOR REVIEWIron Monument FoundIndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 Set.Indicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 To Be SetWithin One Year of Recording.Water's EdgeLEGENDWDrainage andUtility EasementLinesLot LinesRight-of-Way LineDrainage and Utility Easements are shown thus:Being 5 feet in width and adjoining lot lines and being10 feet in width and adjoining right - of - way lines andrear lot lines, unless otherwise indicated on the plat.1010101055
Page 151 of 294
12345671111891011888222233334444555566677799102345OUTLOT AOUTLOT COUTLOT HW
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WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W WW W W W W W W WWWW W W W W W W W W WWWWW
WWWWWWWWWWWWWWWWWWWWWWWWN62°45'32"E 130.00L =9 0 .7 3Δ=1 7 °1 9 '3 8 "N80°05'10"E 130.00L =9 0 .7 3Δ=17°19 '3 8 "S82°35'11"E 130.00L=90.73Δ=17°19'38"S65°15'33"E 130.00L=18.95Δ=3°37'09"L=47.66Δ=5°09'07"S66°47'31"E 130.00S73°29'51"E 130.00L=62.03Δ=6°42'19"L=62.03Δ=6°42'19"S80°12'10"E 130.00L=62.03Δ=6°42'19"S80°05'22"E 144.41L=51.38Δ=8°10'37"N88°15'59"W 131.8072.13S71°54'46"E 150.36L=51.38Δ=8°10'37"
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20.15
L=62.09Δ=6°42'44"N05°04'41"W 130.00
L=62.09Δ=6°42'44"N11°47'25"W 130.00L=62.09Δ=6°42'44"N18°30'08"W 130.00L=41.41Δ=4°28'35"L=21.77Δ=1°17'09"S14°05'37"E 130.33S74°01'24"W78.95N14°16'09"W 130.00L=79.38Δ=4°24'57"S77°45'01"W71.93N10°28'23"W 130.00L=63.33Δ=3°31'22"S81°17'30"W71.44N06°56'37"W 1
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.
0
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1
1
0
.
2
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76.39N68°08'39"E68.80S89°38'05"E 130.16L =2 0 .01R=4 7 0.0 0Δ=2 °2 6 '2 0 "C .B r g =S 0 0 °51'15 "EC.=2 0.0 0N89°38'05"W 128.53S05°40'59"W 190.99 S04°22'12"W72.40 S01°44'00"E77.20 57.05 S88°49'06"W73.59S88°16'41"W77.27S81°33'57"W77.27S74°51'14"W77.27S68°38'58"W72.66S22°41'38"E 129.81N02°39'51"W 129.91
S86°00'56"W73.89S79°33'22"W77.20S72°51'03"W77.2038.3977.20N13°09'00"E77.20N06°26'41"EN86°54'29"W 130.00L =23 3.73 R=530.00 Δ=25°16'04"C.=231.84 C.Br g=N15°43'33"ES75°57'28"W60.00L =1 5 8 .4 5 R =4 7 0 .0 0Δ=19 °18 '5 8 "C =1 5 7 .7 0 S 0 4 °2 3 '0 3 "E N77°44'02"W 129.68L=1.67Δ=0°10'50"61.86N02°38'27"W62.59N11°45'56"WN08°26'19"W77.20
S66°08'44"W77.20S59°18
'41
"W80.16S5
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2
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63
.78S35°09'34"E 130.00L=129.22Δ=3°45'30"N31°24'04"W 130.00W 1/4 CornerSec. 36-33-26Per Sherburne CountyDoc. No. 140659Found 2" IronS. Line - NW 1/4Sec. 36-33-26N. Line - SW 1/4Sec. 36-33-2670012900.71mon 1.5in ip51.
4
3
L =1 5 8 .5 0 R =5 3 0 .0 0Δ=17 °0 8 '0 4 "C =1 5 7 .9 1 N 0 5 °2 8 '3 1"W L=129.23 R=470.00Δ=15°45'16"C=128.83 N20°28'58"E
L=322.15Δ=19°01'43"S70°35'05"W60.26N89°05'17"E 95.5962.66N27°17'26"W16.37N5
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72.
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72.18
L=370.03 R=500.00 Δ=42°24'08"S77°44'02"E 162.44L=112.78 R=330.00Δ=19°34'52"L=307.57R=500.00Δ=35°14'41"L=369.84R=1000.00Δ=21°11'25"L=356.50R=500.00
Δ=
4
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=
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9
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=
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35
.
5
7
N00°22'24"W 1101.21 Point ofBeginningS'ly LineBradford ParkN35°18'59"W60.68L=335.11R=470.00Δ=40°51'09"L=2
96.25Δ=8°21'42"S38°29'40"E 130.00L
=
6
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1Δ=
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4
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"L=298.84R=1030.00Δ=16°37'24"27.04L=358.75R=970.00Δ=21°11'25"L=326.02R=530.00Δ=35°14'41"L=289.11R=470.00Δ=35°14'41"N00°22'24"W 1335.49OUTLOT JPer Doc. No. 618644507.57.5 L=109.67 R=300.00Δ=20°56'47"L=115.92 R=360.00Δ=18°26'58"
L
=
5
8
6
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2
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0
0
Δ=16°32'48"L=377.90R=530.00Δ=40°51'09"
L
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1
0185th AVENUELINCOLNSTREET
KENNEDYSTREETLINCOLNSTREET30.0030.00S14°05'37"E 160.41L=322.53Δ=18°28'46"L=47.31Δ=2°42'39"BRADFORD PARK SECOND ADDITIONSHEET 4 OF 4 SHEETSBEARING NOTE:The orientation of this bearing system isbased on the west line of NW 1/4 of Sec. 36,Twp. 33, Rge 26. Said line bears North 00degrees 22 minutes 42 seconds West.0SCALE IN FEET60120CITY OF ELK RIVERCOUNTY OF SHERBURNE1 INCH = 60 FEETFINAL PLAT FOR REVIEWIron Monument FoundIndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 Set.Indicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 To Be SetWithin One Year of Recording.Water's EdgeLEGENDWDrainage andUtility EasementLinesLot LinesRight-of-Way LineDrainage and Utility Easements are shown thus:Being 5 feet in width and adjoining lot lines and being10 feet in width and adjoining right - of - way lines andrear lot lines, unless otherwise indicated on the plat.1010
10
1055
Page 152 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 1 TITLE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 1 TITLE (P2).DWGBRADFORD PARK DEVELOPMENT (PHASE 2)
ELK RIVER, MINNESOTA
PROJECT INDEX:
OWNER:
LENNAR HOMES
16305 36TH AVENUE NORTH
PLYMOUTH, MN 554466
PROJECT
ADDRESS / LOCATION:
S36 T33N R26W
SHERBURNE COUNTY
ELK RIVER, MINNESOTA
PROJECT MANAGER: JERREMY FOSS
EMAIL: JERREMY.FOSS@ISGINC.COM
LENNAR HOMES
ISG PROJECT # 22-26553
PROJECT LOCATION
B.M. ELEVATION=950.10
TNFH SW QUADRANT AT THE
INTERSECTION OF TWIN LAKES PKWY
AND 188TH AVE NW
MANAGING OFFICE:
6.ALL MANUFACTURED ARTICLES, MATERIALS AND
EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED,
ERECTED, CLEANED AND CONDITIONED ACCORDING TO
MANUFACTURERS' INSTRUCTIONS. IN CASE OF
DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS
AND THE CONTRACT DOCUMENTS, NOTIFY
ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE
WORK.
7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY
ISOLATED FROM EACH OTHER TO AVOID GALVANIC
CORROSION.
8.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES
SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION
ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF
THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY
OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY
THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE
UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR
VARIATIONS FROM PLAN.
9.THE CONTRACTOR IS TO CONTACT "GOPHER STATE
ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS
DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION
(1-800-252-1166).
1.ALL WORK SHALL CONFORM TO THE CONTRACT
DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE
OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL
(WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS
AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND
ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED
BY THE ARCHITECT/ENGINEER.
2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL
SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN
COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT
AND COMPLETE COORDINATION OF ALL WORK.
3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY
DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION
OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
4.FIELD VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY
DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION
OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF
THE PROFILES AND TYPE OF DETAILING REQUIRED
THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR
IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC
DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE
DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE
PROCEEDING WITH THE WORK.
SPECIFICATIONS REFERENCE
ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF ELK
RIVER REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS
FOR CONSTRUCTION, 2020 EDITION, AND THE STANDARD
SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND
WATERMAIN AS PROPOSED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA 2018, UNLESS DIRECTED
OTHERWISE.
PROJECT DATUM
HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE
NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT
(NAD83(1996)) ON THE SHERBURNE COUNTY COORDINATE
SYSTEM, IN U.S. SURVEY FEET.
ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL
AND VERTICAL COORDINATES FOR THIS PROJECT.
TOPOGRAPHIC SURVEY
THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS
OF DATA COLLECTED IN MARCH 2022 BY ISG.
PROJECT GENERAL NOTES
LEGEND
EXISTING
CITY LIMITS
ACCESS CONTROL
SECTION LINE
QUARTER SECTION LINE
RIGHT OF WAY LINE
PROPERTY / LOTLINE
EASEMENT LINE
CULVERT
WATER EDGEW
WET WETLAND BOUNDARY
WETLAND / MARSH
WATER
FENCE LINEXXXX
UT
STORM SEWER
SANITARY SEWER>
SANITARY SEWER FORCEMAIN<IICONTOUR (MAJOR)
I
UNDERGROUND TELEPHONE
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TVUTV
GASG
FBO UNDERGROUND FIBER OPTIC
CONTOUR (MINOR)
DECIDUOUS TREE
CONIFEROUS TREE
TREE LINE
MANHOLE/STRUCTURE
CATCH BASIN
HYDRANT
CURB STOP
VALVE
UTILITY PEDESTAL / CABINET
POWER POLE
990
989
PROPOSED
CULVERT
STORM SEWER
SANITARY SEWER>
WATERII
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TVUTV
GASG
CONTOUR
MANHOLE (STORM, SANITARY)
CATCH BASIN
HYDRANT
VALVE
EASEMENT
RIGHT OF WAY
>>
>>
>>
>>
SUBDRAIN (PERFORATED)
1015
LOT LINE
OVERHEAD UTILITYOHL
UNDERGROUND UTILITY UTL
0
SCALE IN FEET
2000 4000
ABBREVIATIONS:
LOCATION MAP
N
S
W E
115OF
-
2024-08-26
22-26553
1 TITLE SHEET
300 26553 1
1
CONSTRUCTION PLANS
ELK RIVER MINNESOTA
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
TITLE SHEET
TTK
TTK
JDF
AC ACRE
ADA AMERICANS WITH DISABILITIES ACT
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AGG AGGREGATE
APPROXAPPROXIMATE
ARCH ARCHITECT, ARCHITECTURAL
BFE BASEMENT FLOOR ELEVATION
BIT BITUMINOUS
CAD COMPUTER-AIDED DESIGN
CB CATCH BASIN
CFS CUBIC FEET PER SECOND
CF CUBIC FOOT
CI CAST IRON
CIP CAST IRON PIPE
CIPC CAST IN PLACE CONCRETE
CJ CONTROL JOINT
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CY CUBIC YARD
C&G CURB AND GUTTER
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
DS DOWNSPOUT
EA EACH
ELEC ELECTRICAL
ELEV ELEVATION
EOF EMERGENCY OVERFLOW
EQ EQUAL
EX EXISTING
F/L FLOW LINE
FDC FIRE DEPARTMENT CONNECTION
FDN FOUNDATION
FFE FINISHED FLOOR ELEVATION
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FOOT, FEET
FTG FOOTING
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GFE GARAGE FLOOR ELEVATION
GL GUTTER LINE
GPM GALLONS PER MINUTE
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HD HEAVY DUTY
HH HANDHOLE
HORIZ HORIZONTAL
HR HOUR
HWL HIGH WATER LEVEL
HWY HIGHWAY
HYD HYDRANT
I INVERT
ID INSIDE DIAMETER
IN INCH
INV INVERT
IP IRON PIPE
IPS IRON PIPE SIZE
J-BOX JUNCTION BOX
JT JOINT
LF LINEAR FEET
LFE LOWEST FLOOR ELEVATION
LIN LINEAR
LPS LOW PRESSURE STEAM
LS LUMP SUM
LSO LOWEST STRUCTURAL OPENING
MAX MAXIMUM
MB MAIL BOX
MECH MECHANICAL
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
NO NUMBER
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OC ON CENTER
OCEW ON CENTER EACH WAY
OH OVERHEAD
OHD OVERHEAD DOOR
OZ OUNCE
PED PEDESTAL, PEDESTRIAN
PERF PERFORATED
PL PROPERTY LINE
PP POLYPROPYLENE
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
QTY QUANTITY
RAD RADIUS
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
REBAR REINFORCING BAR
REM REMOVE
ROW RIGHT OF WAY
R/W RIGHT OF WAY
SAN SANITARY
SCH SCHEDULE
SF SQUARE FOOT
SPEC SPECIFICATION
SQ SQUARE
STA STATION
SY SQUARE YARD
T/C TOP OF CURB
TEL TELEPHONE
TEMP TEMPORARY
THRU THROUGH
TNFH TOP NUT OF FIRE HYDRANT
TRANS TRANSFORMER
TV TELEVISION
T/W TOP OF WALL
TYP TYPICAL
UT UTILITY, UNDERGROUND
TELEPHONE
VCP VITRIFIED CLAY PIPE
W/O WITHOUT
W/WITH
YD YARD
YR YEAR
181ST AVE NW CLEVELAND RD NW (COUNTY 40)TWIN LAKES RD NWSTATE HWY 169STATE HWY
10MISSISSIPPI RIVERCITY OF
ELK RIVER
BAUGH ST NW (COUNTY 22)SUBDRAIN (NON-PERFORATED)<<<B.M. ELEVATION=938.58
TNFH WEST OF IVANHOE ST APPROX.
140' SOUTH OF THE INTERSECTION OF
IVANHOE ST AND TWIN LAKES PKWY
SHEET INDEX
1 TITLE SHEET
2 OVERALL LAYOUT
3 ALIGNMENT PLAN
4 SOILS & CONSTRUCTION NOTES
5-6 TYPICAL STREET SECTIONS
7-8 SITE DETAILS
9-10 SANITARY DETAILS
11-12 WATER DETAILS
13-14 STORM DETAILS
15-20 CURB RAMP DETAILS
21 GRADING DETAILS
22-25 STORMWATER BASIN DETAILS
26-29 STORMWATER POLLUTION PREVENTION
PLAN (SWPPP)
30-31 SWPPP NARATIVE
32 SWPPP DETAILS
33 EXISTING SITE & REMOVALS PLAN
34-37 OVERALL UTILITY PLAN
38 HYDRANT COVERAGE PLAN
39-46 UTILITY SCHEDULES
47-61 PLANNED ROAD & UTILITY CONSTRUCTION
62-65 PLANNED UTILITY CONSTRUCTION
66-77 PLANNED TRAIL CONSTRUCTION
78-86 STORM SEWER CROSS SECTIONS
87-91 UTILITY SERVICES CONSTRUCTION
92-93 BASIN UTILITY CONSTRUCTION
94 OVERALL GRADING PLAN
95-98 DETAILED GRADING PLAN
99-104 INTERSECTION GRADING
105 TRAIL CROSSING GRADING
106 PARKING LOT GRADING
107 PIT CROSSING GRADING
108 SHEET PILE WALL SECTIONS
109 SIGNAGE AND STRIPING PLAN
110 OVERALL PLANTING PLAN
111-114 PLANTING PLAN
115 PLANTING NOTES, DETAILS, AND
SCHEDULES
Page 153 of 294
100YR100YR100YR3
8
2
10
9
OUTLOT H
11
6
OUTLOT J
OUTLOT A
OUTLOT G
OUTLOT C
OUTLOT E
OUTLOT D
OUTLOT B
1
OUTLOT F
1
6
2 3 4 5
1
6
3 1312
85
15
11
2
10
74
14
9
1 32
4
1
9
6
4
12
7
15
8
11
2
14
3
10
5
13
17
512
6
3
9
8
10
7
4 5
1 43 5
2
8
2
1
4
3
5 6
3
4
1
987
2
1
75
8
10
6
11
9
2 3 4
1
3
2
1
7
8
9
5
10
2
3 4 6
5
6
7
7
16
100YR100Y
R 100YR 100YR100YR100Y
R
100YR
100YR
100YR
100YR 100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R
100YR 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR10
0
Y
R
100YR
1
0
0
Y
R
100YR10
0
Y
R
1
0
0
Y
R
100YR100YR100YR
Parcel 1 COUNTY HIGHWAY NO. 40EMElectric Transmission
Easement
Per Doc. No. 122470W
XWET WETWETWETWETFP100FP100FP100FP10
0 FP100FP100F
P
1
0
0
FP10
0
FP100FP100 FP100FP100FP100FP100FP100FP100FP100
FP100
FP100
F
P
1
0
0
FP100
FP100
FP100
FP100FP100FP10
0
FP100
W W
WWW WW WWWWWWWWWWWWW
W WWWWWWWWWWWWWWWWWWWWWWWW
WWW
WWWW
WWWW
WWWWWWWWWW WW
WWWWWWWWWW
WWWWWW
W WW
W
W
W
W
W
W WW
WWWWWWWWWWWWWWW
WETWETTROTT BROOKTROTT BROOKCOUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY
IVANHOE ST188TH AVE
NWWETWETWETWETWET
WETWET
WET
WET
WET
WETWETW
E
T
WETWETWETWE
T
W
E
T
WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET187TH AVE
186TH AVELINCOLN STKENNEDY STSB-1
SB-2
SB-3
SB-4
SB-5
SB-6
SB-7SB-7A
SB-8
SB-9
SB-10
SB-11
SB-12
SB-13
SB-14
SB-15
SB-16
SB-17
SB-18
SB-19
SB-20
SB-21
BASIN H
BASIN
I
BASIN
B
BASIN J
BASIN K
BASIN
O
BASIN Q
BASIN R
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 2 OVERALL (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 2 OVERALL (P2).DWG SAVED BY: TODD.KIRK 115OF
2
-
2024-08-26
22-26553
2 OVERALL LAYOUT
300 26553 2
ELK RIVER MINNESOTA
OVERALL LAYOUT
0
SCALE IN FEET
150 300
TTK
TTK
JDF
SITE SUMMARY
LOT TYPES UNIT COUNT FULL
BASEMENT LOOKOUT WALKOUT SLAB ON
GRADE
TYPICAL
LOT WIDTH
TYPICAL
LOT DEPTH
TYPICAL LOT
AREA
AVERAGE
LOT AREA LOT NUMBERS
MIN. 55' SINGLE FAMILY LOTS 30 19 11 55'130'7,150 SF
MIN. 65 SINGLE FAMILY LOTS 66 13 19 34 65'130'8,450 SF
TOTAL UNITS 96
NOTES:
1.FINAL BASEMENT CONFIGURATION IS SUBJECT TO FINAL GRADING.
2.LOT WIDTHS ARE MEASURED ALONG THE RIGHT OF WAY.185TH
A
V
E
IVA
N
H
O
E
S
T
185TH
A
V
E
LINCOLN STKENNEDY STGRANT ST186TH
A
V
E
Page 154 of 294
Parcel 1 COUNTY HIGHWAY NO. 40EMElectric Transmission
Easement
Per Doc. No. 122470W
XFP100FP100FP100FP10
0 FP100FP100F
P
1
0
0
FP10
0
FP100FP100 FP100FP100FP100FP100FP100FP100FP100
FP100
FP100
F
P
1
0
0
FP100
FP100
FP100
FP100FP100FP10
0
FP100
W W
WWW WW WWWWWWWWWWWWW
W WWWWWWWWWWWWWWWWWWWWWWWW
WWW
WWWW
WWWW
WWWWWWWWWW WW
WWWWWWWWWW
WWWWWW
W WW
W
W
W
W
W
W WW
WWWWWWWWWWWWWWWTROTT BROOKTROTT BROOKCOUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY
IVANHOE ST188TH AVE
NW
187TH AVE
186TH AVELINCOLN STKENNEDY ST1000100510101
0
1
5
1020
1021 50050551051030030531031532032533033320020521021410010511011512012513013580
0 8058108
1
5
8
1
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C12
C13 L12L13L14 L15
L16
C16
C17
C18
C19
C20
C21L17C22L18C23
L19 L20C24
C25
C26
C27
C28
℄ LINCOLN STREET
SEGMENT
NUMBER
C12
C13
C14
L11
C15
BEGIN
STATION
111+08.93
115+21.68
129+53.54
132+07.62
134+07.06
DELTA
71° 39' 42.85"
42° 24' 08.08"
63° 17' 42.60"
17° 09' 25.51"
DEGREE
17° 25' 46.14"
11° 28' 42.03"
25° 06' 42.18"
11° 28' 42.03"
RADIUS
330.000
500.000
230.000
500.000
TANGENT
238.275
193.948
141.760
75.426
LENGTH
412.743
370.029
254.083
199.440
149.724
X
590953.452
591003.689
591025.014
590819.547
590620.107
Y
220585.604
220202.523
218827.105
218700.466
218700.466
AZIMUTH
136° 41' 52.78"
208° 21' 35.62"
208° 21' 35.62"
165° 57' 27.54"
206° 42' 17.40"
270° 00' 00.00"
270° 00' 00.00"
270° 00' 00.00"
287° 09' 25.51"
℄ KENNEDY STREET
SEGMENT
NUMBER
L12
BEGIN
STATION
210+24.99
DELTA DEGREE RADIUS TANGENT LENGTH
399.691
X
591381.186
Y
220346.346
AZIMUTH
165° 54' 22.97"
℄ IVANHOE STREET
SEGMENT
NUMBER
C16
L13
C17
C18
C19
L14
C20
L15
C21
L16
BEGIN
STATION
302+20.72
304+37.84
304+49.99
307+57.73
312+07.62
315+26.79
320+71.88
323+12.28
326+81.58
330+40.76
DELTA
12° 26' 24.58"
70° 31' 43.61"
51° 33' 15.72"
73° 08' 52.85"
34° 26' 02.66"
20° 34' 45.34"
DEGREE
5° 43' 55.08"
23° 04' 26.11"
11° 28' 42.03"
23° 04' 26.11"
14° 21' 41.44"
5° 43' 55.08"
RADIUS
1000.000
250.000
500.000
250.000
400.000
1000.000
TANGENT
108.989
176.777
241.464
185.490
123.951
181.544
LENGTH
217.122
12.144
307.740
449.897
319.168
545.086
240.395
369.309
359.176
326.527
X
591946.662
591967.301
591969.760
592180.712
592543.082
592817.801
593347.135
593583.510
593929.145
594280.596
Y
221457.292
221241.582
221229.689
221032.629
220792.208
220676.918
220807.012
220792.931
220662.834
220598.733
AZIMUTH
180° 45' 17.00"
168° 18' 52.42"
168° 18' 52.42"
168° 18' 52.42"
97° 47' 08.81"
97° 47' 08.81"
149° 20' 24.53"
149° 20' 24.53"
76° 11' 31.68"
76° 11' 31.68"
76° 11' 31.68"
110° 37' 34.35"
110° 37' 34.35"
110° 37' 34.35"
90° 02' 49.01"
90° 02' 49.01"
℄ GRANT STREET
SEGMENT
NUMBER
C22
L17
BEGIN
STATION
506+89.75
508+55.07
DELTA
27° 03' 45.89"
DEGREE
16° 25' 35.12"
RADIUS
350.000
TANGENT
84.230
LENGTH
165.317
167.854
X
593276.221
593346.451
Y
221024.401
220876.438
AZIMUTH
141° 04' 39.29"
168° 08' 25.18"
168° 08' 25.18"
℄ 186TH AVENUE - EAST
SEGMENT
NUMBER
L18
C23
BEGIN
STATION
800+00.00
801+33.58
DELTA
52° 00' 01.73"
DEGREE
47° 09' 22.89"
RADIUS
125.000
TANGENT
60.967
LENGTH
133.577
113.447
X
592335.497
592409.806
Y
220869.630
220980.630
AZIMUTH
33° 48' 01.16"
33° 48' 01.16"
85° 48' 02.88"
℄ 185TH AVENUE
SEGMENT
NUMBER
L19
C24
C25
C26
C27
C28
L20
BEGIN
STATION
1000+00.00
1002+62.44
1005+70.00
1009+39.84
1012+96.35
1018+73.93
1020+00.39
DELTA
35° 14' 40.55"
21° 11' 25.02"
40° 51' 08.76"
16° 32' 47.74"
41° 24' 07.22"
DEGREE
11° 28' 42.03"
5° 43' 55.08"
11° 28' 42.03"
2° 51' 54.31"
33° 12' 11.16"
RADIUS
500.000
1000.000
500.000
2000.000
175.000
TANGENT
158.824
187.057
186.209
290.817
66.130
LENGTH
262.436
307.567
369.840
356.505
577.585
126.455
126.605
X
590852.319
591108.764
591410.183
591769.364
592092.460
592567.563
592652.265
Y
220065.738
220009.983
220038.243
220117.106
220249.054
220573.968
220664.150
AZIMUTH
102° 15' 57.65"
102° 15' 57.65"
67° 01' 17.09"
67° 01' 17.09"
88° 12' 42.11"
88° 12' 42.11"
47° 21' 33.36"
47° 21' 33.36"
63° 54' 21.10"
63° 54' 21.10"
22° 30' 13.88"
22° 30' 13.88"
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 2.1 ALIGN (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 2.1 ALIGN (P2).DWG SAVED BY: TODD.KIRK 115OF
3
-
2024-08-26
22-26553
3 ALIGNMENT PLAN
300 26553 3
ELK RIVER MINNESOTA
ALIGNMENT PLAN
0
SCALE IN FEET
150 300
TTK
TTK
JDF
END CONSTRUCTION
186TH AVE STA. 801+90.30
STATION EQUATION
KENNEDY ST STA. 213+24.69
185TH AVE STA. 1006+17.32
BEGIN CONSTRUCTION
LINCOLN ST STA. 113+86.77
℄ LINCOLN ST
STATION EQUATION
LINCOLN ST STA. 116+89.35
185TH AVE STA.1001+00.00
END CONSTRUCTION
LINCOLN ST STA. 117+46.26
STATION EQUATION
IVANHOE ST STA. 306+84.75
186TH AVE STA. 801+00.00
STATION EQUATION
IVANHOE ST STA. 313+68.35
185TH AVE STA. 1020+26.99
END CONSTRUCTION
IVANHOE ST STA. 332+46.62
BEGIN CONSTRUCTION
KENNEDY ST STA. 211+74.69
℄ 186TH AVE
℄ 185TH AVE
℄ IVANHOE ST
℄ KENNEDY ST
BEGIN CONSTRUCTION
IVANHOE ST STA. 305+20.61
BEGIN CONSTRUCTION
GRANT ST STA. 507+72.92 STATION EQUATION
IVANHOE ST STA. 320+85.48
GRANT ST STA. 509+22.92
℄ GRANT ST
NOTES
·FOR DESIGN PURPOSES, THE SECTION OF ROADWAY BETWEEN THE IVANHOE/185TH INTERSECTION TO C.H. 40 WILL BE CONSIDERED AS AN
EXTENSION OF IVANHOE STREET INSTEAD OF 185TH AS THE ROADWAYS ARE LABELED.
·FOR DESIGN PURPOSES, 186TH AVENUE HAS THE QUALIFIER OF "EAST" TO SEPARATE IT FROM THE SECTION OF 186TH AVE THAT WAS
CONSTRUCTED DURING PHASE 1 AND IS CUT OFF BUT THE WETLAND TO REMAIN.
Page 155 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 2 OVERALL (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 2 OVERALL (P2).DWG SAVED BY: TODD.KIRK 115OF
4
-
2024-08-26
22-26553
4 SOILS & CONSTRUCTION NOTES
300 26553 4
ELK RIVER MINNESOTA
SOILS &
CONSTRUCTION
NOTES
TTK
TTK
JDF
1.TOP OF THE GRADING GRADE: THE TOP OF GRADING GRADE FOR THIS PROJECT IS DEFINED
AS THE BOTTOM OF THE AGGREGATE BASE.
2.SUITABLE GRADING MATERIAL: ON THIS PROJECT SUITABLE GRADING MATERIAL SHALL
INCLUDE ALL MINERAL SOILS IN ACCORDANCE WITH THE TRIAXIAL CHART IN THE MnDOT
GRADING AND BASE MANUAL, EXCEPT SILT. UNSUITABLE MATERIALS SHALL INCLUDE
DEBRIS, MARL, PEAT, WOOD, OR ANY OTHER ORGANIC SOILS. SELECT GRADING MATERIAL
SHOULD BE RESERVED FOR EMBANKMENT PLACEMENT WITHIN THE ROADWAY CORE.
3.STRIP ALL INPLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE DISTURBED BY
CONSTRUCTION AND REUSE AS SLOPE DRESSING. INPLACE TOPSOIL AND SLOPE
DRESSING, ENCOUNTERED IN THE AREAS OF PROPOSED CONSTRUCTION.
4.PROVIDE A SAWCUT WHERE PLACING NEW PAVEMENT NEXT TO INPLACE PAVEMENT TO
ENSURE A UNIFORM JOINT. THE CONTRACTOR SHALL SAWCUT THE EXISTING BITUMINOUS
PAVEMENT AT ALL LOCATIONS WHERE THE NEW PAVEMENT MATCHES IN PLACE PAVEMENT,
PROVIDING A CLEAN STRAIGHT EDGE. PRIOR TO PAVING THE WEAR COURSE, THE
CONTRACTOR SHALL MILL THE EDGE OF ADJACENT PAVEMENTS TO PROVIDE FULL DEPTH
OF THE WEAR COURSE TO THE EDGE. SAW CUTTING AND MILLING OF THE EDGES OF THE
EXISTING PAVEMENTS AT THE CONSTRUCTION LIMITS SHALL BE INCIDENTAL TO PAVING.
THE CONTRACTOR SHALL ALSO BE REQUIRED TO CLEAN THE UNDERLYING PAVEMENT
SURFACE PRIOR TO PAVING THE WEAR COURSE. A WATER TRUCK AND PICK-UP STREET
SWEEPER WILL BE REQUIRED FOR THIS WORK TO MINIMIZE DUST AND DIRT IMPACTS ON
ADJACENT RESIDENCES.
5.BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION AND EXCESS
EXCAVATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
RECYCLED TO THE EXTENT ALLOWED IN BASE AND SURFACING ITEMS OR DISPOSED OF OFF
THE PROJECT LIMITS IN ACCORDANCE WITH MnDOT SPECIFICATION SPEC. 2104.3C3.
6.OBTAIN COMPACTION ON THE GRADING PORTION OF PERMANENT CONSTRUCTION IN
ACCORDANCE WITH THE "QUALITY COMPACTION METHOD" REQUIREMENTS.
7.OBTAIN COMPACTION ON THE MnDOT CLASS 5 PORTION OF THE PAVEMENT SECTION IN
ACCORDANCE WITH THE GEOTECHNICAL REPORT AND CITY OF ELK RIVER.
8.TEST ROLLING SHALL BE REQUIRED ON ALL ROADWAYS WITH A LOADED TRI-AXLE DUMP
TRUCK AT THE BOTTOM OF THE SUBGRADE AND THE TOP OF THE AGGREGATE BASE.
9.IN ANY PROPOSED CONSTRUCTION THE CONTRACTOR SHALL STRIVE TO SUBSTANTIALLY
MATCH THE SOILS INPLACE IN THE TOP 4' OF THE ROADWAYS. GRANULAR BACKFILL SHALL
NOT BE PERMITTED ADJACENT TO INPLACE NON-GRANULAR SOILS IN ORDER TO PREVENT
AN ABRUPT SOILS DIFFERENTIAL.
10.THE BOTTOM OF ALL SUBCUTS SHALL BE SHAPED AND COMPACTED BY THE "QUALITY
COMPACTION METHOD".
11.IN ANY CASE WHERE GRANULAR EMBANKMENTS OR BACKFILL JOIN NON-GRANULAR SOIL
EMBANKMENTS OR BACKFILL, PROVIDE A 1(V):20(H) TRANSITION TAPER BETWEEN THE
CHANGES IN MATERIAL TO PREVENT AN ABRUPT SOILS DIFFERENTIAL. THE 1(V):20(H) TAPER
SHALL BE CONSTRUCTED SO THAT THE GRANULAR BACKFILL MATERIAL OVERLAYS THE
ADJACENT NON-GRANULAR SOILS BACKFILL.
12.WHERE CONNECTING NEW SURFACING ADJACENT TO ANY INPLACE PAVEMENTS TO BE
WIDENED, CUT VERTICALLY TO THE BOTTOM OF THE INPLACE SURFACING OR TO THE
BOTTOM OF THE NEW SURFACING DESIGN, WHICH EVER IS DEEPER, THEN AT A 2(V):1(H)
SLOPE TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION.
13.WHERE SUBCUTS RUN INTO DRIVEWAYS OR LOCAL ROADS, CUT VERTICALLY TO THE
BOTTOM OF THE INPLACE SURFACING OR TO THE BOTTOM OF THE NEW SURFACING
DESIGN, WHICHEVER IS DEEPER, THEN AT A 1(V):4(H) TAPER TO THE BOTTOM OF THE
RECOMMENDED SUBGRADE EXCAVATION.
14.THE CONTRACTOR IS HEREBY REMINDED OF THEIR RESPONSIBILITY UNDER STATE LAW TO
CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THIS AREA. CONTACT MUST BE MADE
THROUGH GOPHER STATE ONE-CALL.
15.SLOPE DRESSING ON THIS PROJECT IS DEFINED AS THE TOPSOIL OR OTHER SOIL PLACED
DURING CONSTRUCTION TO PROVIDE A MEDIUM FOR ESTABLISHING TURF.
16.ANY DEBRIS WHICH MAY BE ENCOUNTERED DURING GRADING SHALL BE DISPOSED OF BY
THE CONTRACTOR OFF THE PROJECT RIGHT OF WAY IN A SUITABLE DISPOSAL AREA.
17.EXTREME CARE SHALL BE TAKEN SO THAT ALL EXISTING TREES LOCATED WITHIN &
ADJACENT TO THE CONSTRUCTION AREAS ARE NOT REMOVED OR DAMAGED, UNLESS
NOTED OTHERWISE. THE CONTRACTOR SHALL CONTACT THE OWNER WITH ANY POTENTIAL
CONFLICTS.
18.UNLESS OTHERWISE RECOMMENDED, PROVIDE FOR ALL SUBCUTS AND BACKFILL
ACCORDINGLY THROUGHOUT THE ENTIRE PROJECT AS DEFINED ON THE GRADING PLANS.
19.PROVIDE 1(V):20(H) TAPERS WHEN CHANGING SUBCUT DEPTHS.
20.PIPE SEWERS CONNECTING MANHOLES AND CATCH BASINS SHALL BE IN ACCORDANCE
WITH MNDOT SPEC. 2503 AND CITY OF ELK RIVER REQUIREMENTS. BEDDING AND BACKFILL
SHALL CONSIST OF UNIFORM SUITABLE GRADING MATERIAL MATCHING ADJACENT SOILS
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
21.NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILING OF EXCAVATION,
EMBANKMENT AND/OR BORROW MATERIAL.
22.CONSTRUCTION ACTIVITY SHALL BE PERFORMED IN SUCH A MANNER THAT ACCESS IS
MAINTAINED TO ALL RESIDENCES. WHERE CONSTRUCTION OPERATIONS REQUIRE
CLOSURE OF ACCESS TO SITE OR SURROUNDING PROPERTIES, CONTRACTOR SHALL
COORDINATE WITH SAID PROPERTY OWNER AT LEAST 24 HOURS BEFORE THE ANTICIPATED
ACCESS INTERRUPTION AND ALL ACCESS SHALL BE AT LEAST TEMPORARILY RESTORED
EACH NIGHT BEFORE THE END OF THE WORK DAY. NO PROPERTY OWNER SHALL BE LEFT
WITHOUT ADEQUATE ACCESS OVERNIGHT OR OVER THE WEEKEND. EMERGENCY VEHICLE
ACCESS SHALL BE MAINTAINED AS WELL.
23.AS SHOWN ON THE PLANS, VARIOUS UTILITIES ARE LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE ADDITIONAL UTILITIES THAT MAY EXIST AND ARE NOT SHOWN ON THE PLANS.
THE CONTRACTOR SHALL COORDINATE THEIR ACTIVITIES WITH THE AFFECTED UTILITY
COMPANIES AND/OR ADJACENT PROPERTY OWNERS AND WILL BE RESPONSIBLE FOR
VERIFICATION AND PROTECTION OF ALL UTILITIES IN THEIR EXISTING LOCATION (POWER
POLES, PEDESTALS, ETC.). THE CONTRACTOR SHALL COORDINATE WITH THE PRIVATE
UTILITIES AND/OR ADJACENT PROPERTY OWNERS TO ARRANGE SUPPORTING/RELOCATE
AND/OR REPAIRS TO ALL FACILITIES AS NEEDED FOR ALL UTILITY AND STREET
IMPROVEMENTS. THE OWNER SHALL NOT INCUR ADDITIONAL COSTS IF THE LOCATIONS OF
UTILITIES ARE NOT SHOWN ON THE PLANS FOR FOR DELAYS IN CONSTRUCTION CAUSED
FROM CONFLICTS WITH PRIVATE UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH
SHERBURNE COUNTY, THE CITY OF ELK RIVER, AND ALL UTILITY COMPANIES FOR ANY
NECESSARY REMOVAL AND RELOCATION OF THEIR FACILITIES. THE CONTRACTOR SHALL
PERFORM GRADING OPERATIONS AROUND ALL OVERHEAD ELECTRIC POWER POLES AND
GUY WIRES. COORDINATE WITH LOCAL ELECTRIC COMPANY.
24.STORAGE AREAS ARE ONLY FOR NEW MATERIALS TO BE INCORPORATED INTO THE WORK
OR MATERIALS SALVAGED FROM THE PROJECT THAT ARE TO BE REINSTALLED AS PART OF
THE PROJECT. CONTRACTOR WILL NOT BE ALLOWED TO STORE PROJECT REMOVAL ITEMS
(SUCH AS CONCRETE PAVEMENTS, SIDEWALKS, OLD MANHOLE STRUCTURES, ETC.) FOR
LATER DISPOSAL. THOSE TYPES OF MATERIALS SHALL BE REMOVED FROM THE PROJECT
AREA ON THE DAY THAT IT IS REMOVED FROM ITS EXISTING LOCATION,. THE CONTRACTOR
SHALL ERECT A TEMPORARY BARRIER SYSTEM TO PREVENT THE GENERAL PUBLIC FROM
ACCESSING THE STORAGE AREA. THE BARRIER SYSTEM SHALL BE APPROVED BY THE
ENGINEER AND ERECTED PRIOR TO STORING MATERIALS. THE STORAGE AREAS SHALL BE
RESTORED TO EXISTING OR BETTER QUALITY PRIOR TO PROJECT ACCEPTANCE. ALL COSTS
INCURRED BY THE CONTRACTOR TO PROVIDE, MAINTAIN AND REMOVE THE TEMPORARY
BARRIER SYSTEM AND RESTORE THE STORAGE AREA ARE INCIDENTAL TO THE PROJECT.
25.CONCRETE WASHOUT SHALL BE IN ACCORDANCE WITH MnDOT SPECIFICATION 1717 AND AS
MAY BE MODIFIED IN THE SPECIAL PROVISIONS. ALL MATERIALS AND WORK NECESSARY TO
CONSTRUCT AND MAINTAIN THE CONCRETE WASHOUT AREA SHALL BE INCIDENTAL TO
CONCRETE PAY ITEMS.
26.ANY DISTURBED PROPERTY PINS SHALL BE REPLACED AND RESET AT NO COST TO THE
OWNER.
27.ALL CURB RAMPS & SIDEWALKS SHALL CONFORM TO THE LATEST ADA REQUIREMENTS.
28.UTILITY TRENCHES SHALL BE COMPACTED BY THE "QUALITY COMPACTION METHOD".
29.THE REMOVAL OF BITUMINOUS/CONCRETE PAVEMENT SHALL INCLUDE ALL NECESSARY
SAWCUTS AS INCIDENTAL.
30.ALL FIELD TILES CROSSING THE EXISTING AND/OR NEW RIGHT OF WAY SHALL BE
PROTECTED AT ALL TIMES. TILE LINES MARKED ON THIS PLAN AND ANY LOCATED DURING
CONSTRUCTION OPERATIONS SHALL BE VERIFIED TO BE IN WORKING ORDER AT THE
COMPLETION OF MASS EARTHWORK AND AGGREGATE PLACEMENT OPERATIONS.
INSPECTION, DOCUMENTATION AND REPAIR/REPLACEMENT OF TILE LINES, IF NECESSARY
DUE TO THE NEGLIGENCE OF THE CONTRACTOR, SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
31.THE CONTRACTOR SHALL INSTALL TEMPORARY MAIL BOXES AND SUPPORTS AT LOCATIONS
DESIGNATED BY THE POST MASTER DURING CONSTRUCTION OPERATIONS, INCIDENTAL.
32.THE CITY WILL IMPOSE A $1,000 MAINTENANCE FEE FOR EVERY PATCH LOCATION NEEDED IN
THE BASE COURSE PAVEMENT. NO PATCHES ARE ALLOWED IN ANY WEAR COURSE
PAVEMENT.
SOIL AND CONSTRUCTION NOTES
Page 156 of 294
TYPICAL STREET SECTION - SIDEWALK RIGHT
NTS
6
34'
17' DRIVE LANE
13'13'
60' RIGHT OF WAYR/W R/W
℄17' DRIVE LANE 6' SIDEWALK 1'
1.5% (2% MAX)
BITUMINOUS PAVEMENT (SEE DETAIL)
6" SUBDRAIN (SEE DETAIL)
CONCRETE SIDEWALK (SEE DETAIL)
2.0% TYP.2.0% TYP.
6" SUBDRAIN (SEE DETAIL)
TYPICAL STREET SECTION - SIDEWALK LEFT
NTS
1'
34'
17' DRIVE LANE
13'13'
60' RIGHT OF WAYR/W R/W
℄17' DRIVE LANE6' SIDEWALK 6'
1.5% (2% MAX)
BITUMINOUS PAVEMENT (SEE DETAIL)
6" SUBDRAIN (SEE DETAIL)
CONCRETE SIDEWALK (SEE DETAIL)
2.0% TYP.2.0% TYP.
6" SUBDRAIN (SEE DETAIL)
IVANHOE STREET NW TYPICAL SECTION
NTS
6'
34'
17' DRIVE LANE
13'13'
60' RIGHT OF WAYR/W R/W
℄17' DRIVE LANE 6' SIDEWALK 1'
1.5% (2% MAX)
BITUMINOUS PAVEMENT (SEE DETAIL)
28" SURMOUNTABLE CURB & GUTTER (SEE DETAIL)
6" SUBDRAIN (SEE DETAIL)
CONCRETE SIDEWALK (SEE DETAIL)
28" SURMOUNTABLE CURB & GUTTER (SEE DETAIL)
2.0% TYP.2.0% TYP.
6" SUBDRAIN (SEE DETAIL)
6'6' SIDEWALK1'
1.5% (2% MAX)
CONCRETE SIDEWALK (SEE DETAIL)
28" SURMOUNTABLE CURB & GUTTER (SEE DETAIL)28" SURMOUNTABLE CURB & GUTTER (SEE DETAIL)
28" SURMOUNTABLE CURB & GUTTER (SEE DETAIL)28" SURMOUNTABLE CURB & GUTTER (SEE DETAIL)BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
5
-
2024-08-26
22-26553
5 TYPICAL STREET SECTIONS
300 26553 5
ELK RIVER MINNESOTA
TYPICAL STREET
SECTIONS
TTK
TTK
JDF
Page 157 of 294
PIT CROSSING TYPICAL SECTION
NTS
3'
24'
12' DRIVELANE
18'18'
60' RIGHT OF WAYR/W R/W
℄12' DRIVELANE 6' SIDEWALK 1'
1.5% (2% MAX)
BITUMINOUS PAVEMENT (SEE DETAIL)
B618 CURB & GUTTER (SEE DETAIL)
6" SUBDRAIN (SEE DETAIL)CONCRETE SIDEWALK (SEE DETAIL)
B618 CURB & GUTTER (SEE DETAIL)
2.0% TYP.2.0% TYP.
6" SUBDRAIN (SEE DETAIL)
6'6' SIDEWALK1'
1.5% (2% MAX)
CONCRETE SIDEWALK (SEE DETAIL)
6'3'
BLOCK RETAINING
WALL (SEE DETAIL)
BLOCK RETAINING
WALL (SEE DETAIL)
SHEET PILE RETAINING WALLSHEET PILE RETAINING WALL
FENCE (SEE DETAIL)FENCE (SEE DETAIL)
185TH AVENUE ENTRANCE TYPICAL SECTION
NTS
6'
45'
12.67' LEFT TURN LANE
13'13'
71' RIGHT OF WAYR/W R/W
℄13.34' DRIVELANE 6' SIDEWALK 1'
1.5% (2% MAX)
BITUMINOUS PAVEMENT
(SEE DETAIL)
CONCRETE SIDEWALK (SEE DETAIL)
2.0% TYP.2.0% TYP.
6'6' SIDEWALK1'
1.5% (2% MAX)
CONCRETE SIDEWALK (SEE DETAIL)
6.32' DRIVELANE 12.67' RIGHT TURN LANE
BITUMINOUS PAVEMENT
(SEE DETAIL)
B618 CURB & GUTTER (SEE DETAIL)B618 CURB & GUTTER (SEE DETAIL)
B618 CURB & GUTTER,
REVERSE PITCH (SEE DETAIL)
PLANTED MEDIAN
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
6
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TYPICAL STREET
SECTIONS
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1 1/2"8"2 1/2"COMPACTED SUBGRADE
AGGREGATE BASE
BITUMINOUS NON-WEAR COURSE
MnDOT SPEC 2360,
BITUMINOUS WEAR COURSE
MnDOT SPEC 2360,
BITUMINOUS PAVEMENT
NTS18"GRANULAR SUBBASE
GEOTEXTILE FABRIC
MnDOT CLASS 5
TYPE SPNWB230C
TYPE SPWEA240C
MIRAFI 500X
MNDOT 3149.2 B
CONCRETE SLAB (MIN 4000 PSI)
AGGREGATE BASE
6"4"COMPACTED SUBGRADE
CONCRETE SIDEWALK
NTS
MnDOT CLASS 5
EXISTING BITUMINOUS PAVEMENT
PROPOSED BITUMINOUS SURFACE
SEE PLAN & DETAIL FOR PAVEMENT
SECTION
NOTES:
USE WHENEVER NEW BITUMINOUS ABUTS EXISTING BITUMINOUS
EDGE MILLING
NTS ST350
2'1.5"CURB & GUTTER
STORM SEWER SUBDRAIN
NTS SD90042"12"6"12"
6" PERFORATED POLYETHYLENE SUBDRAIN
COARSE FILTER AGGREGATE, MnDOT 3149.2H
SUBBASE
GEOTEXTILE FILTER FABRIC2 1/5"6"COMPACTED SUBGRADE
AGGREGATE BASE
BITUMINOUS COURSE
MnDOT SPEC 2360,
BITUMINOUS TRAIL
NTS
MnDOT CLASS 5
TYPE SPWEA240C
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
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Page 159 of 294
MODULAR BLOCK RETAINING WALL,
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS (SEE SPEC)
SEE GRADING PLANS FOR TOP AND
BOTTOM RETAINING WALL ELEVATIONS
MODULAR BLOCK
RETAINING WALL SECTION
NTS LD502-U
"GEOGRID" REINFORCING AS
DIRECTED BY BLOCK
MANUFACTURER'S
REQUIREMENTS
3/4" CRUSHED
ROCK (NO FINES)
4"Ø PERFORATED PVC SUB DRAIN
W/ GEOTEXTILE FILTER WRAP VARIESSEE GRADING PLAN
DECORATIVE FENCE
NTS LD300-U
1 3/4" RAIL
3" SQUARE x 12 GA POSTS (PB30108),
COORDINATE SIZING PER MANUFACTURER'S
RECOMMENDATIONS
1" 14 GA PICKETS
BRACKETS, INDUSTRIAL SWIVEL - BB304SR,
SEE BELOW.
COORDINATE BRACKET TYPE AND SIZE TO
ENSURE SPACING BETWEEN POST AND
PICKETS IS CODE COMPLIANT
4000 PSI CONCRETE FOOTING
EMBED FENCE POST TO FROST DEPTH
HOLD FOOTING BELOW 12" DEPTH OF
BEAM CURB (TYP)5'-0"42" MIN. DEPTH6"2" NOM.3 3/4" (TYP)
DRILL A 1/4" DIA. HOLE INTO
POST 1/2" ABOVE GRADE TO
ALLOW FOR DRAINAGE. ENSURE
HOLE IS CLEAN AND DRYING,
THEN PRIME AND FINISH CUT
EDGE PER MANUFACTURER
MONTAGE II (2HMB20588F)6"BASE AGGREGATE , DENSE, 1 1/4" (TYP)
12" DIA.
8'-0" (TYP)
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
8
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Page 160 of 294
VARIES1' MIN ' MIN1'SEWER
WATER
0.5'1'0.5'NOTES:
GRANULAR MATERIAL IN THIS ZONE SHALL BE INCIDENTAL TO PIPE INSTALLATION.
IF THE SANITARY SEWER LOCATION IS ABOVE THE WATERMAIN, THE SANITARY SEWER
PIPE MATERIAL SHALL BE WATERMAIN SPECIFICATION CLASS 160 SDR 26 PRESSURE
PIPE.
2' OF SEPARATION IS STANDARD. SERVICES MAY BE CLOSER NEAR CONNECTION POINT
IF NECESSARY DUE TO EXISTING SERVICE LOCATIONS.
SANITARY & WATER SERVICES (SAME TRENCH)
NTS SA3307.5LENGTH VARIES
NOTCH TOP OF STRUCTURE NEATLY &
SECURELY
FASTEN 12" OF TRACER
(TYP)
TRACER WIRE
(TYP)
WATERPROOF DIRECT BURY
TRACER SPLICE
(TYP)
SECURE TRACER TO PIPE EVERY 10'
MAX
NOTES:
TRACER WIRE CONSIDERED INCIDENTAL TO SEWER CONSTRUCTION
TRACER WIRE
FOR SANITARY SEWER
NTS SA700
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
9
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SANITARY
DETAILS
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Page 161 of 294
INFLOW &
INFILTRATION BARRIER
NTS
INFLOW & INFILTRATION
BARRIER
GROUT BETWEEN RINGS
NO GROUT BETWEEN RINGS
AND TOP OF BARRIER LIP
SEAL BARRIER TO CONE
SECTION AS PER
MANUFACTURER'S
RECOMMENDATIONS
NOTES:
BARRIER SHALL BE STRIKE PRODUCTS I&I BARRIER, ESS BROTHERS ALIGNMENT BARRIER OR
APPROVED EQUAL
CASTING (SEE PLANS)
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
10
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SANITARY
DETAILS
TTK
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Page 162 of 294
BEND
TEE
PLUGGED CROSS
2A
PLUGGED CROSS WYE PLUG OR CAP
A1
1/4" PLYWOOD OVER
FACE OF BOLTS
EACH AREA IS 1/2 OF
TABULATED TOTAL AREA
THRUST BLOCK BEARING (SF) TABLE
NOMINAL
FITTING
SIZE
INCHES
TEE,WYE
PLUG OR
CAP
90 BEND
PLUGGED
CROSS
TEE
PLUGGED
ON RUN
45°
BEND
22 1 2°
BEND
11 1 4°
BEND
Aâ A²
4 1.0 1.4 1.9 1.4 1.0
6 2.1 3.0 4.3 3.0 1.6 1.0
8 3.8 5.3 7.6 5.4 2.9 1.5 1.0
10 5.9 8.4 11.8 8.4 4.6 2.6 1.2
12 8.5 12.0 17.0 12.0 6.6 3.4 1.7
14 11.5 16.3 23.0 16.3 8.9 4.6 2.3
16 15.0 21.3 30.0 21.3 11.6 6.0 3.0
18 19.0 27.0 38.0 27.0 14.6 7.6 3.8
20 23.5 33.3 47.0 33.3 18.1 9.4 4.7
24 34.0 48.0 68.0 48.0 26.2 13.6 6.8
NOTES
1.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH
2.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES
3.IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, ADJUST IF
NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES)
4.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND
BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL
5.ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS
PER SQ/FT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING USE THE FOLLOWING
EQUATION: BEARING AREA=TEST PRESSURE/150x12000/SOIL BEARING STRESS x TABLE VALUE
PLUGGED TEE
WATERMAIN
THRUST BLOCKING
NTS WM700
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
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Page 163 of 294
GRADE DROP LID
TOP
BOTTOM
EXTENSION
BASE
CAP TO BE SET 12"
BELOW GRADE.
BOX TO BE SET WITH
12" OF ADJUSTMENT.
RESILIANT WEDGE VALVE
CONFORMING TO AWWA
C-509-80 STANDARDS
GATE VALVE,
BOX SCREW TYPE THREE PIECE,
514" SHAFT SIZE G BOX,
7'6" EXTENDED,
#6 STANDARD BASE
GATE VALVE ADAPTOR
ALL GATE VALVES SHALL
BE IN ACCORDANCE WITH
CITY OF
STANDARDS
GATE VALVE
ADAPTER
1-1/2" WASHED ROCK
(INCIDENTAL)
MEGALUG
CONC BLOCKING
WATERMAIN PIPE BEDDING
(SEE DETAIL)
NOTES:
INSTALL TOP NUT EXTENDER TO 7' DEPTH ON ALL VALVES WITH OVER-DEPTH
TYPICAL
GATE VALVE & BOX INSTALLATION
NTS WM200
ELK RIVER
2'A
A
EXTEND AS NECESSARY TO
INSULATE PIPE WITH LESS THAN
6' BURY DEPTH
BUILDING
W
2'4" POLYSTYRENE
INSULATION
(35PSI MIN)
2" POLYSTYRENE INSULATION
(35PSI MIN)
TYPICAL DIMENSIONS
PIPE DEPTH W
2'12'
3'10'
4'8'
5'6'
6'4'
7'2'
WATER PIPE INSULATION
NTS WM400
WATERMAIN PIPE
GRANULAR BEDDING
COMPACTED
BACKFILL
12"OD6"OD+24" MAX
NOTE:
GRANULAR BEDDING AND ENCASEMENT FOR WATERMAIN PIPES SHALL BE
INCIDENTAL TO CONSTRUCTION
PIPE BEDDING
WATER MAIN
NTS WM300
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
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WATER DETAILS
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Page 164 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
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Page 165 of 294
PRECAST CONCRETE HEADWALL
NTS
GRADE
THREADED, INTERNAL NUT PLUG MARK
WITH BURIED METAL FOR METAL
DETECTION
45° LONG RADIUS BEND
WYE
END OF DRAIN TILE
LONG SWEEP 90° SANITARY TEE
OPTION 1
OPTION 2
SUBDRAIN CLEANOUT
NTS SD450
NOTE:
CLEANOUT LINE TO BE OF THE SAME
DIAMETER AND MATERIAL AS DRAIN TILE.
SEE PLANS FOR SIZE.
FOR USE IN GREEN SPACE.
SUBDRAIN
TERMINAL CLEANOUT/END
NTS SD451
SURFACE PROFILE
45° LONG RADIUS BEND
45° LONG RADIUS BEND
THREADED CAP
MARK WITH BURIED METAL
FOR METAL DETECTION
NOTE:
CLEANOUT LINE TO BE OF THE SAME
DIAMETER AND MATERIAL AS DRAIN TILE.
SEE PLANS FOR SIZE.
FOR USE IN GREEN SPACE.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
14
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STORM DETAILS
TTK
TTK
JDF
Page 166 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
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DETAILS
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Page 167 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
16
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2024-08-26
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300 26553 16
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CURB RAMP
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Page 168 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
17
-
2024-08-26
22-26553
17 CURB RAMP DETAILS
300 26553 17
ELK RIVER MINNESOTA
CURB RAMP
DETAILS
TTK
TTK
JDF
Page 169 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
18
-
2024-08-26
22-26553
18 CURB RAMP DETAILS
300 26553 18
ELK RIVER MINNESOTA
CURB RAMP
DETAILS
TTK
TTK
JDF
Page 170 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
19
-
2024-08-26
22-26553
19 CURB RAMP DETAILS
300 26553 19
ELK RIVER MINNESOTA
CURB RAMP
DETAILS
TTK
TTK
JDF
Page 171 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
20
-
2024-08-26
22-26553
20 CURB RAMP DETAILS
300 26553 20
ELK RIVER MINNESOTA
CURB RAMP
DETAILS
TTK
TTK
JDF
Page 172 of 294
30'25' FRONT SETBACK
25' LEVEL PAD 30' / 35' SLOPED PAD
10'
15'10'
55' / 60' PAD DEPTH
STREET SECTION (SEE DETAIL)
℄R/W
DRIVEWAY SLOPE (VARIES)
GARAGE FLOOR ELEVATION (GFE)3'HOLD DOWN GRADING
5.0%
REAR GRADE ELEVATION (RGE)
2.0% MIN
6" OF TOPSOIL
TOP OF FOUNDATION ELEVATION (TOF)LOWEST FLOOR ELEVATION (LFE)
SINGLE FAMILY FULL BASEMENT (FB)
3.0' HOLD DOWN
NTS
FINISHED PAD GRADING
30'25' FRONT SETBACK
25' LEVEL PAD 30' / 35' SLOPED PAD
10'
15'10'
55' / 60' PAD DEPTH
STREET SECTION (SEE DETAIL)
℄R/W
DRIVEWAY SLOPE (VARIES)
GARAGE FLOOR ELEVATION (GFE)2.5'HOLD DOWN GRADING
5.0%
REAR GRADE ELEVATION (RGE)
2.0% MIN6" OF TOPSOIL
TOP OF FOUNDATION ELEVATION (TOF)
SINGLE FAMILY LOOKOUT (LO)
2.5' HOLD DOWN
NTS
2:1
M
A
X
FINISHED PAD GRADING
LOWEST FLOOR ELEVATION (LFE)
31'
30'25' FRONT SETBACK
25' LEVEL PAD 30' / 35' SLOPED PAD
10'
15'10'
55' / 60' PAD DEPTH
STREET SECTION (SEE DETAIL)
℄R/W
DRIVEWAY SLOPE (VARIES)
GARAGE FLOOR ELEVATION (GFE)2.5'HOLD DOWN GRADING
5.0%
REAR GRADE ELEVATION (RGE)
2.0% MIN
6" OF TOPSOIL
TOP OF FOUNDATION ELEVATION (TOF)
SINGLE FAMILY WALKOUT (WO)
2.5' HOLD DOWN
NTS
2:1
M
A
X
LOWEST FLOOR ELEVATION (LFE)
FINISHED PAD GRADING
25'
NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION.
SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED
MEASUREMENTS.
NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION.
SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED
MEASUREMENTS.
NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION.
SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED
MEASUREMENTS.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
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-
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21 GRADING DETAILS
300 26553 21
ELK RIVER MINNESOTA
GRADING DETAILS
TTK
TTK
JDF
Page 173 of 294
BASIN B CROSS SECTION
BIOFILTRATION BASIN
NTS
FULLY ENCASE IN
GEOTEXTILE FILTER FABRIC18" MINMIN 2" OF 12-INCH
CHOKING STONE
6" OF TOPSOIL
BIORETENTION SOIL
(SEE NOTES)
4"4"
6" PERFORATED PVC
SUBDRAIN
3 4-INCH WASHED STONE3"3"CLEANOUT (SEE PLANS FOR
LOCATIONS/ELEVATIONS)
TOP OF BASIN
ELEV =
BOTTOM OF BASIN
ELEV =
916.00
912.00
(VARIE
S
)
SLOPE
T
O
E
X
I
S
T
I
N
G
4 : 1
100 YR HIGH WATER LEVEL
ELEV =915.19
18" MINCONNECT SUBDRAIN TO BASIN STRUCTURE
(SEE PLANS FOR ELEVATION)
UNDISTURBED, NON-COMPACTED INSITU SOILS
BIORETENTION SOIL
(SEE NOTES)
OUTLET
ELEV =913.50 OUTLET PIPE (SEE PLANS)
MIN 2" OF 12-INCH
CHOKING STONE
3" OF 3 4-INCH
WASHED STONE
6" PERFORATED PVC SUBDRAIN
6" OF TOPSOIL
SUBDRAIN SECTION
BIOFILTRATION BASIN CONSTRUCTION:
A.WORK SHALL INCLUDE - ALL EXCAVATION AND CONSTRUCTION AS OUTLINED IN THE PLANS, SPECIFICATIONS AND DETAILS OUTLINING THE CONSTRUCTION OF THE FILTRATION BASIN.
B.THE CONTRACTOR SHALL MAINTAIN SILT FENCE AROUND THE PERIMETER OF THE FILTRATION BASIN DURING ALL PHASES OF CONSTRUCTION. THE FILTRATION AREA MUST BE STAKED OFF AND MARKED TO KEEP ALL CONSTRUCTION
TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE PROPOSED FILTRATION AREA.
C.THE CONTRACTOR SHALL ENSURE THAT THE FILTRATION BASIN IS NOT USED AS A SEDIMENT TRAP DURING CONSTRUCTION AND THAT NO RUNOFF ENTERS THE BASIN PRIOR TO THE COMPLETION OF CONSTRUCTION AND COMPLETE
STABILIZATION OF SURROUNDING AREAS DRAINING TO THE BASIN. ALL UPLAND DRAINAGE MUST BE DIVERTED TO PREVENT RUNOFF FROM ENTERING FILTRATION BASIN WORK AREA.
D.FILTRATION BASIN SHALL BE CONSTRUCTED AT THE END OF THE PROJECT AFTER ALL AREAS SURROUNDING IT AND DRAINING INTO IT HAVE BEEN CONSTRUCTED AND FULLY STABILIZED, THIS INCLUDES THE SANITARY SEWER. IN
ORDER TO AVOID SOIL COMPACTION IN THE BASIN NO EQUIPMENT SHALL BE DRIVEN IN THE AREA OF THE BASIN PRIOR TO ITS CONSTRUCTION, AND WHEN IT IS CONSTRUCTED ONLY LIGHT EARTH MOVING EQUIPMENT WITH TRACKS
SHALL BE USED.
E.AFTER FINAL GRADING THE BASIN'S FLOOR SHALL BE TILLED TO A DEPTH OF AT LEAST 6 INCHES TO PROVIDE A WELL-AERATED, POROUS SURFACE. SMEARING OF THE SOIL IN THE BASIN SHALL BE AVOIDED AND IF SMEARING DOES
OCCUR IT SHALL BE CORRECTED BY RAKING OR RETILLING OF THE BASIN.
F.IMMEDIATELY FOLLOWING FILTRATION BASIN CONSTRUCTION, THE ENTIRE BASIN SHALL BE SEEDED AND STABILIZED AS INDICATED IN THE PLANS. FILTRATION BASIN MUST BE FULLY STABILIZED PRIOR TO ANY UPSTREAM RUNOFF BEING
DIRECTED TO BASIN.
BIORETENTION MEDIA MIX A, "WATER QUALITY BLEND":
·60 TO 70 PERCENT CONSTRUCTION SAND,
·15 TO 25 PERCENT TOPSOIL, AND
·15 TO 25 PERCENT ORGANIC MATTER
SAND: PROVIDE CLEAN CONSTRUCTION SAND, FREE OF DELETERIOUS MATERIALS. AASHTO M-6 OR ASTM C-33 WASHED SAND.
TOPSOIL: SANDY LOAN, LOAMY SAND, OR LOAM TEXTURE PER USDA TEXTURAL TRIANGLE WITH LESS THAN 5 PERCENT CLAY CONTENT.
ORGANIC MATTER: MnDOT GRADE 2 COMPOST (SPEC. 3890) IS RECOMMENDED.
P CONTENT BETWEEN 10 AND 30 MG/KG PER MEHLICH III (OR EQUIVALENT) TEST TO SUPPORT PLANT GROWTH.
BASIN SEEDING:
REFER TO SWPPP NOTES AND RESTORATION PLAN FOR BASIN SEEDING REQUIREMENTS.
915.50
4 : 14 : 1 EMERGENCY OVERFLOW
ELEV =
NOTES:
1.GRIND EXPOSED FIELD AND SHOP WELDS FLUSH WITH
ADJACENT SURFACES.
2.AFTER FABRICATION, GALVANIZE STRUCTURAL SHAPES
AND MISCELLANEOUS ITEMS IN ACCORDANCE WITH
ASTM A123.
3.REPAIR DAMAGED AND SCRATCHED GALVANIZED
COATINGS AFTER INSTALLATION.
4.GROUT AROUND ALL PIPES ON INSIDE AND OUTSIDE OF
MANHOLE.
'B'
'B'
'A''A'
PLAN
SECTION B-B SECTION A-A
48"Ø MANHOLECONSTRUCT 8" WEIR
INLET PIPE
(SEE PIPE SCHEDULE)
OUTLET PIPE
(SEE PIPE SCHEDULE)
TOP OF WEIR
ELEV =
TOP OF CASTING
ELEV =
5" ORIFICE
5" ORIFICE
INVERT =
914.75
916.00
913.50
SUBDRAIN PIPE
(SEE PIPE SCHEDULE)
ENSURE SUBDRAIN PIPE DISCHARGES
ON OUTLET SIDE OF WEIR. ENCASE
SUBDRAIN WITH MORTAR ON INLET
SIDE OF WEIR.
BASIN B OUTLET STRUCTURE
NTS
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
22
-
2024-08-26
22-26553
22 STORMWATER BASIN DETAILS
300 26553 22
ELK RIVER MINNESOTA
STORMWATER
BASIN DETAILS
TTK
TTK
JDF
Page 174 of 294
100 YR HIGH WATER LEVEL
ELEV =
6" OF TOPSOIL
BASIN H CROSS SECTION
BIOFILTRATION BASIN
NTS
TOP OF POND
ELEV =
BOTTOM OF POND
ELEV =
915.00
912.00
(VARIE
S
)
4 : 1
914.75
915.00
OUTLET
ELEV =912.50 OUTLET PIPES (SEE PLANS)
MULTIPLE OUTLET CULVERTS.
SEE PLANS FOR ELEVATIONS.
SLOPE
T
O
E
X
I
S
T
I
N
G
EMERGENCY OVERFLOW
ELEV =18" MIN3" OF 3 4-INCH
WASHED STONE
BIORETENTION SOIL
(SEE NOTES)
6" PERFORATED PVC SUBDRAIN
DAYLIGHT SUBDRAINS
(SEE PLANS FOR ELEVATIONS)
CLEANOUT (SEE PLANS FOR
LOCATIONS/ELEVATIONS)
FULLY ENCASE IN
GEOTEXTILE FILTER FABRIC18" MINMIN 2" OF 12-INCH
CHOKING STONE
6" OF TOPSOIL
BIORETENTION SOIL
(SEE NOTES)
4"4"
6" PERFORATED PVC
SUBDRAIN
3 4-INCH WASHED STONE3"3"SUBDRAIN SECTION
BIOFILTRATION BASIN CONSTRUCTION:
A.WORK SHALL INCLUDE - ALL EXCAVATION AND CONSTRUCTION AS OUTLINED IN THE PLANS, SPECIFICATIONS AND DETAILS OUTLINING THE CONSTRUCTION OF THE FILTRATION BASIN.
B.THE CONTRACTOR SHALL MAINTAIN SILT FENCE AROUND THE PERIMETER OF THE FILTRATION BASIN DURING ALL PHASES OF CONSTRUCTION. THE FILTRATION AREA MUST BE STAKED OFF AND MARKED TO KEEP ALL CONSTRUCTION
TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE PROPOSED FILTRATION AREA.
C.THE CONTRACTOR SHALL ENSURE THAT THE FILTRATION BASIN IS NOT USED AS A SEDIMENT TRAP DURING CONSTRUCTION AND THAT NO RUNOFF ENTERS THE BASIN PRIOR TO THE COMPLETION OF CONSTRUCTION AND COMPLETE
STABILIZATION OF SURROUNDING AREAS DRAINING TO THE BASIN. ALL UPLAND DRAINAGE MUST BE DIVERTED TO PREVENT RUNOFF FROM ENTERING FILTRATION BASIN WORK AREA.
D.FILTRATION BASIN SHALL BE CONSTRUCTED AT THE END OF THE PROJECT AFTER ALL AREAS SURROUNDING IT AND DRAINING INTO IT HAVE BEEN CONSTRUCTED AND FULLY STABILIZED, THIS INCLUDES THE SANITARY SEWER. IN
ORDER TO AVOID SOIL COMPACTION IN THE BASIN NO EQUIPMENT SHALL BE DRIVEN IN THE AREA OF THE BASIN PRIOR TO ITS CONSTRUCTION, AND WHEN IT IS CONSTRUCTED ONLY LIGHT EARTH MOVING EQUIPMENT WITH TRACKS
SHALL BE USED.
E.AFTER FINAL GRADING THE BASIN'S FLOOR SHALL BE TILLED TO A DEPTH OF AT LEAST 6 INCHES TO PROVIDE A WELL-AERATED, POROUS SURFACE. SMEARING OF THE SOIL IN THE BASIN SHALL BE AVOIDED AND IF SMEARING DOES
OCCUR IT SHALL BE CORRECTED BY RAKING OR RETILLING OF THE BASIN.
F.IMMEDIATELY FOLLOWING FILTRATION BASIN CONSTRUCTION, THE ENTIRE BASIN SHALL BE SEEDED AND STABILIZED AS INDICATED IN THE PLANS. FILTRATION BASIN MUST BE FULLY STABILIZED PRIOR TO ANY UPSTREAM RUNOFF BEING
DIRECTED TO BASIN.
BIORETENTION MEDIA MIX A, "WATER QUALITY BLEND":
·60 TO 70 PERCENT CONSTRUCTION SAND,
·15 TO 25 PERCENT TOPSOIL, AND
·15 TO 25 PERCENT ORGANIC MATTER
SAND: PROVIDE CLEAN CONSTRUCTION SAND, FREE OF
DELETERIOUS MATERIALS. AASHTO M-6 OR ASTM C-33 WASHED
SAND.
TOPSOIL: SANDY LOAN, LOAMY SAND, OR LOAM TEXTURE
PER USDA TEXTURAL TRIANGLE WITH LESS THAN 5 PERCENT CLAY
CONTENT.
ORGANIC MATTER: MnDOT GRADE 2 COMPOST (SPEC. 3890)
IS RECOMMENDED.
P CONTENT BETWEEN 10 AND 30 MG/KG PER MEHLICH III (OR
EQUIVALENT) TEST TO SUPPORT PLANT GROWTH.
BASIN SEEDING:
REFER TO SWPPP NOTES AND RESTORATION PLAN FOR
BASIN SEEDING REQUIREMENTS.
MIN 2" OF 12-INCH
CHOKING STONE
100 YR HIGH WATER LEVEL
ELEV =
6" OF TOPSOIL
BASIN I CROSS SECTION
BIOFILTRATION BASIN
NTS
TOP OF POND
ELEV =
BOTTOM OF POND
ELEV =
912.00
909.00
(VARIE
S
)
4 : 1
911.95
912.00
OUTLET
ELEV =910.20 OUTLET PIPES (SEE PLANS)
MULTIPLE OUTLET CULVERTS.
SEE PLANS FOR ELEVATIONS.
SLOPE
T
O
E
X
I
S
T
I
N
G
EMERGENCY OVERFLOW
ELEV =18" MIN3" OF 3 4-INCH
WASHED STONE
BIORETENTION SOIL
(SEE NOTES)
6" PERFORATED PVC SUBDRAIN
DAYLIGHT SUBDRAINS
(SEE PLANS FOR ELEVATIONS)
CLEANOUT (SEE PLANS FOR
LOCATIONS/ELEVATIONS)
FULLY ENCASE IN
GEOTEXTILE FILTER FABRIC18" MINMIN 2" OF 12-INCH
CHOKING STONE
6" OF TOPSOIL
BIORETENTION SOIL
(SEE NOTES)
4"4"
6" PERFORATED PVC
SUBDRAIN
3 4-INCH WASHED STONE3"3"SUBDRAIN SECTION
BIOFILTRATION BASIN CONSTRUCTION:
A.WORK SHALL INCLUDE - ALL EXCAVATION AND CONSTRUCTION AS OUTLINED IN THE PLANS, SPECIFICATIONS AND DETAILS OUTLINING THE CONSTRUCTION OF THE FILTRATION BASIN.
B.THE CONTRACTOR SHALL MAINTAIN SILT FENCE AROUND THE PERIMETER OF THE FILTRATION BASIN DURING ALL PHASES OF CONSTRUCTION. THE FILTRATION AREA MUST BE STAKED OFF AND MARKED TO KEEP ALL CONSTRUCTION
TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE PROPOSED FILTRATION AREA.
C.THE CONTRACTOR SHALL ENSURE THAT THE FILTRATION BASIN IS NOT USED AS A SEDIMENT TRAP DURING CONSTRUCTION AND THAT NO RUNOFF ENTERS THE BASIN PRIOR TO THE COMPLETION OF CONSTRUCTION AND COMPLETE
STABILIZATION OF SURROUNDING AREAS DRAINING TO THE BASIN. ALL UPLAND DRAINAGE MUST BE DIVERTED TO PREVENT RUNOFF FROM ENTERING FILTRATION BASIN WORK AREA.
D.FILTRATION BASIN SHALL BE CONSTRUCTED AT THE END OF THE PROJECT AFTER ALL AREAS SURROUNDING IT AND DRAINING INTO IT HAVE BEEN CONSTRUCTED AND FULLY STABILIZED, THIS INCLUDES THE SANITARY SEWER. IN
ORDER TO AVOID SOIL COMPACTION IN THE BASIN NO EQUIPMENT SHALL BE DRIVEN IN THE AREA OF THE BASIN PRIOR TO ITS CONSTRUCTION, AND WHEN IT IS CONSTRUCTED ONLY LIGHT EARTH MOVING EQUIPMENT WITH TRACKS
SHALL BE USED.
E.AFTER FINAL GRADING THE BASIN'S FLOOR SHALL BE TILLED TO A DEPTH OF AT LEAST 6 INCHES TO PROVIDE A WELL-AERATED, POROUS SURFACE. SMEARING OF THE SOIL IN THE BASIN SHALL BE AVOIDED AND IF SMEARING DOES
OCCUR IT SHALL BE CORRECTED BY RAKING OR RETILLING OF THE BASIN.
F.IMMEDIATELY FOLLOWING FILTRATION BASIN CONSTRUCTION, THE ENTIRE BASIN SHALL BE SEEDED AND STABILIZED AS INDICATED IN THE PLANS. FILTRATION BASIN MUST BE FULLY STABILIZED PRIOR TO ANY UPSTREAM RUNOFF BEING
DIRECTED TO BASIN.
BIORETENTION MEDIA MIX A, "WATER QUALITY BLEND":
·60 TO 70 PERCENT CONSTRUCTION SAND,
·15 TO 25 PERCENT TOPSOIL, AND
·15 TO 25 PERCENT ORGANIC MATTER
SAND: PROVIDE CLEAN CONSTRUCTION SAND, FREE OF
DELETERIOUS MATERIALS. AASHTO M-6 OR ASTM C-33 WASHED
SAND.
TOPSOIL: SANDY LOAN, LOAMY SAND, OR LOAM TEXTURE
PER USDA TEXTURAL TRIANGLE WITH LESS THAN 5 PERCENT CLAY
CONTENT.
ORGANIC MATTER: MnDOT GRADE 2 COMPOST (SPEC. 3890)
IS RECOMMENDED.
P CONTENT BETWEEN 10 AND 30 MG/KG PER MEHLICH III (OR
EQUIVALENT) TEST TO SUPPORT PLANT GROWTH.
BASIN SEEDING:
REFER TO SWPPP NOTES AND RESTORATION PLAN FOR
BASIN SEEDING REQUIREMENTS.
MIN 2" OF 12-INCH
CHOKING STONE
UNDISTURBED, NON-COMPACTED INSITU SOILS
UNDISTURBED, NON-COMPACTED INSITU SOILS
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
23
-
2024-08-26
22-26553
23 STORMWATER BASIN DETAILS
300 26553 23
ELK RIVER MINNESOTA
STORMWATER
BASIN DETAILS
TTK
TTK
JDF
Page 175 of 294
TOP OF POND
ELEV =
BOTTOM OF POND
ELEV =
100 YR HIGH WATER LEVEL
ELEV =4 :
1
909.18
910.00
906.00
4'
BASIN J CROSS SECTION
INFILTRATION BASIN
NTS(VARI
E
S)
SLOP
E T
O
E
XI
STI
N
G
EMERGENCY OVERFLOW
ELEV =909.25
4 : 14 : 1
50'
TOP OF POND
ELEV =
BOTTOM OF POND
ELEV =
100 YR HIGH WATER LEVEL
ELEV =4 :
1
911.97
913.00
910.00
4'
BASIN K CROSS SECTION
INFILTRATION BASIN
NTS(VARI
E
S)
SLOP
E T
O
E
XI
STI
N
G
EMERGENCY OVERFLOW
ELEV =912.25
4 : 14 : 1
50'
UNDISTURBED, NON-COMPACTED INSITU SOILS UNDISTURBED, NON-COMPACTED INSITU SOILS
TOP OF POND
ELEV =
BOTTOM OF POND
ELEV =
100 YR HIGH WATER LEVEL
ELEV =4 :
1
914.92
915.00
912.00
4'
BASIN O CROSS SECTION
INFILTRATION BASIN
NTS(VARI
E
S)
SLOP
E T
O
E
XI
STI
N
G
EMERGENCY OVERFLOW
ELEV =915.00
UNDISTURBED, NON-COMPACTED INSITU SOILS
TOP OF POND
ELEV =
BOTTOM OF POND
ELEV =
100 YR HIGH WATER LEVEL
ELEV =4 :
1
916.91
919.00
915.00
4'
BASIN Q CROSS SECTION
INFILTRATION BASIN
NTS(VARI
E
S)
SLOP
E T
O
E
XI
STI
N
G
EMERGENCY OVERFLOW
ELEV =918.50
4 : 14 : 1
50'
UNDISTURBED, NON-COMPACTED INSITU SOILS
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
24
-
2024-08-26
22-26553
24 STORMWATER BASIN DETAILS
300 26553 24
ELK RIVER MINNESOTA
STORMWATER
BASIN DETAILS
TTK
TTK
JDF
Page 176 of 294
TOP OF POND
ELEV =
BOTTOM OF POND
ELEV =
100 YR HIGH WATER LEVEL
ELEV =4 :
1
915.23
915.50
910.50
4'
BASIN R CROSS SECTION
INFILTRATION BASIN
NTS(VARI
E
S)
SLOP
E T
O
E
XI
STI
N
G
EMERGENCY OVERFLOW
ELEV =915.50
UNDISTURBED, NON-COMPACTED INSITU SOILS
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 3 DETAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
25
-
2024-08-26
22-26553
25 STORMWATER BASIN DETAILS
300 26553 25
ELK RIVER MINNESOTA
STORMWATER
BASIN DETAILS
TTK
TTK
JDF
Page 177 of 294
100YR100YR100YR100YR100
Y
R
100YR100YRBASIN B
100 YR HWL = 915.19 LINCOLN STKENNEDY ST8
9
OUTLOT H
6
OUTLOT A
OUTLOT C
1 2
1
43
5
2
8
2
1
4
3
5
6
3
4
1
9
87
2
1
5 6
2 3 4
5
6
7
7 100YR185TH AVE>>>>>>>>>>>>EMFP100FP100 FP100 FP100W WWW WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWW
W
WWWWWWW
WWWWWWWWWWWWWWWWWWWWWETWETWETWETWETTROTT BROOKWETWETWET
WET
WET
WET
WETW
E
T
W
E
T
WETWETWETWET
WET
WETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET WETWETSB-10
SB-11
SFSF SFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 4 SWPPP (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 4 SWPPP (P2).DWG SAVED BY: TODD.KIRK 115OF
26
-
2024-08-26
22-26553
26 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 26
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
JDF
EROSION CONTROL LEGEND
SYMBOL DESCRIPTION
FLEXAMAT OUTLET PROTECTION
SILT FENCE, PREASSEMBLED
SEDIMENT CONTROL LOG
STORM DRAIN INLET PROTECTION
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL BLANKET, CATEGORY 30
FLEXAMAT EMERGENCY OVERFLOW PROTECTION
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT.
NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH
COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS
SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY
INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY.
SF
101
100
101
100
EROSION CONTROL BLANKET, TYP.
DOUBLE SILT FENCE ALONG WETLAND
DOUBLE SILT FENCE ALONG WETLAND
EXISTING CONTOURS, TYP.
PROPOSED CONTOURS, TYP.
EXISTING STRUCTURE INLET PROTECTION, TYP.
ROCK CONSTRUCTION EXIT
FLEXAMAT OUTLET PROTECTION, TYP.
FLEXAMAT, SEE DETAIL
Page 178 of 294
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
BASIN J
100 YR HWL = 909.08185TH
A
V
E
185TH
A
V
E
10
9
OUTLOT J
OUTLOT C
OUTLOT E
65 7
4
1
9
6
4
12
7
8
11
2
3
10
5
13
5
1 2
6
3
9
8
10
7
4
5
7
5
8
10
6
11
9
2 3 4
1
3
2
10
100YR100YR100YR100Y
R
100Y
R 100Y
R 100YR 100YR
100
Y
R 100YR100YR100YR100YR100YRSOUTH PIT
NWL = 900.67
100 YR HWL = 902.08
100Y
R
100Y
R
100Y
R
100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R
10
0
Y
R 100YR100YR100YR100YR100YR1
0
0
Y
R
100YRFP100FP10
0 FP100F
P
1
0
0 FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0WWWWWWWWWWWWWWWWWWW
W
W
W
W
W WW
W
W
W
W
W
W
W
W
W WWW
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWW WWWW
WET
WETWET
WET
WET
WET
WET
WET
WETWETWETWETWET WET
WET WETWETWETWETWETWE
T
WET
WET
W
E
T
WETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET
WET WETWETWETSB-8
SB-9
SB-12
SB-13
S
F
S
F
SF SF SFSFS
F
SF SF SFSF
SF
SF
SFSFSFSF
SFSFSF
SF
SF SFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF SFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SFSF SF
SF
SF SFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSF
SFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
SF
SF
SFSFSFSFSFSFSFSFS
F
S
F
SF
SF
SFSFSFSFSFSFSFSFBRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 4 SWPPP (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 4 SWPPP (P2).DWG SAVED BY: TODD.KIRK 115OF
27
-
2024-08-26
22-26553
27 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 27
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
JDF
EROSION CONTROL BLANKET, TYP.
DOUBLE SILT FENCE WATER EDGE
EXISTING CONTOURS, TYP.
PROPOSED CONTOURS, TYP.
FLEXAMAT, SEE DETAIL
FLEXAMAT OUTLET PROTECTION, TYP.
EROSION CONTROL LEGEND
SYMBOL DESCRIPTION
FLEXAMAT OUTLET PROTECTION
SILT FENCE, PREASSEMBLED
SEDIMENT CONTROL LOG
STORM DRAIN INLET PROTECTION
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL BLANKET, CATEGORY 30
FLEXAMAT EMERGENCY OVERFLOW PROTECTION
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT.
NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH
COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS
SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY
INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY.
SF
101
100
101
100
Page 179 of 294
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
IVA
N
H
O
E
S
T
185TH
A
V
E
186TH AVE
2
10
11
OUTLOT C
OUTLOT E
OUTLOT D
1
OUTLOT F
1
6
2 3 4
5
1
6
3 12
8
5
11
2
10
74 9
4
1
9
6
4
7
8
11
2
3
10
5
1
3
2
1
7
8
9
5
10
2
3
4
6
100Y
R
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR10
0
Y
R
10
0
Y
R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100YR
100YR1
0
0YR
1
0
0
Y
R
10
0
Y
R
100Y
R
100YR
100
Y
R
1
0
0
Y
R
1
0
0YR
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WIVANHOE ST188TH
AVE
NWWETWETWETWETWETWETWETWE
T
WET
WET
W
E
T
WETWETWETWETWETKENNEDY STSB-2
SB-3
SB-8
SB-9SFS
F
S
F
S
F
S
F
S
F
S
F
SF SF SFSFSFSFSFSFSFSFSFSFS
F
S
F
S
F
S
F
S
F
SF SF SFSFSFSFSFSFSFSFSF
SF
SFSFSFSF
SFSF SFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSF SFSFSFSF
S
F
SF
SF SFSFSFSF
S
F
SF
S
F
S
F
SF
SF
SFSFSFSFSFSFSFSFS
F
S
F
SF
SF
SFSFSFSFSFSFSFSFBRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 4 SWPPP (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 4 SWPPP (P2).DWG SAVED BY: TODD.KIRK 115OF
28
-
2024-08-26
22-26553
28 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 28
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
JDF
EROSION CONTROL BLANKET, TYP.
DOUBLE SILT FENCE ALONG WETLAND
EXISTING CONTOURS, TYP.
PROPOSED CONTOURS, TYP.
EXISTING STRUCTURE INLET PROTECTION, TYP.
ROCK CONSTRUCTION EXIT
FLEXAMAT, SEE DETAIL
EROSION CONTROL LEGEND
SYMBOL DESCRIPTION
FLEXAMAT OUTLET PROTECTION
SILT FENCE, PREASSEMBLED
SEDIMENT CONTROL LOG
STORM DRAIN INLET PROTECTION
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL BLANKET, CATEGORY 30
FLEXAMAT EMERGENCY OVERFLOW PROTECTION
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT.
NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH
COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS
SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY
INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY.
SF
101
100
101
100
FLEXAMAT OUTLET PROTECTION, TYP.
Page 180 of 294
BASIN O
100 YR HWL = 914.88
BASIN K
= 911.94
185TH
A
V
E GRANT ST3
OUTLOT G
1312
15
1110
14
9
1 32
9
12
15
11
14
10
13
1716
CENTER PIT
NWL = 902.27
100 YR HWL = 902.33
NORTH PIT
NWL = 903.73
100 YR HWL = 904.19
100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100Y
R
100YR
100YR100YR100YR100YR100YR100YR10
0
Y
R
100YRBASIN Q
100 YR HWL = 917.53
BASIN R
100 YR HWL = 917.66
1
0
0
Y
R
100YR100YR100YR100YR100YR100Y
R
100YR
100YRWWWWWWWWWW
W WWWWWWWWWWWWWWW
WWWWWWWWWW
W
WW
W
W
W
W
W
W WW
W
W
W
WWWWWWWWWWWWWCOUNTY HIGHWAY NO. 40SB-5
SB-6
SB-7SB-7A
SB-8
SB-21
SFSFSFSFSFSFSF
SF
SF
SF SFSFSFSFSF
SF
SFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SFSFSF
SF
SFSF
SF
SF
SF
SF
SF SFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF SFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF SFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF SFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFBRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 4 SWPPP (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 4 SWPPP (P2).DWG SAVED BY: TODD.KIRK 115OF
29
-
2024-08-26
22-26553
29 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 29
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
JDF
EROSION CONTROL BLANKET, TYP.
DOUBLE SILT FENCE ALONG WETLAND
EXISTING CONTOURS, TYP.
PROPOSED CONTOURS, TYP.
ROCK CONSTRUCTION EXIT
FLEXAMAT, SEE DETAIL
EROSION CONTROL LEGEND
SYMBOL DESCRIPTION
FLEXAMAT OUTLET PROTECTION
SILT FENCE, PREASSEMBLED
SEDIMENT CONTROL LOG
STORM DRAIN INLET PROTECTION
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL BLANKET, CATEGORY 30
FLEXAMAT EMERGENCY OVERFLOW PROTECTION
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT.
NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH
COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS
SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY
INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY.
SF
101
100
101
100
FLEXAMAT OUTLET PROTECTION, TYP.
Page 181 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 4.1 SWPPP NOTES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 4.1 SWPPP NOTES (P2).DWG 115OF
30
-
2024-08-26
22-26553
30 SWPPP NARRATIVE
300 26553 30
ELK RIVER MINNESOTA
SWPPP
NARRATIVE
TTK
TTK
JDF
Page 182 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 4.1 SWPPP NOTES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 4.1 SWPPP NOTES (P2).DWG 115OF
31
-
2024-08-26
22-26553
31 SWPPP NARRATIVE
300 26553 31
ELK RIVER MINNESOTA
SWPPP
NARRATIVE
TTK
TTK
JDF
Page 183 of 294
SAND BAGS/ROCK LOG
A
A
SAND BAGS/ROCK LOG
STORM CULVERT PIPE
(SEE PLAN)
STORM CULVERT PIPE
(SEE PLAN)
FLOW
SAND BAGS
PLAN
FLOW
6" MIN
SECTION A-A
SECTION B-B
STORM CULVERT PIPE
(SEE PLAN)
B
B
SEDIMENT CONTROL LOG,
STAKED EVERY 2' MIN
(SEE DETAIL)
SEDIMENT CONTROL LOG,
STAKED EVERY 2' MIN
(SEE DETAIL)
CULVERT PIPE
DITCH CHECK
NTS EC345
2'1' MIN3' DEEP10'NATIVE
MATERIAL
5'x10'x3' CONCRETE
WASHOUT AREA
1' DEEP IMPERVIOUS
CLAY LINER
MINIMUM 10-MIL THICK PLASTIC
SHEETING OR APPROVED
EQUAL
NOTES:
CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA.
CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY.
WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER.
CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING.
WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE.
CONCRETE WASHOUT
NTS EC500
STAPLE DETAIL
TERMINAL ENDBLANKET SIDE EDGE
BLANKET ROLL END OVERLAP
BLANKET SIDE OVERLAP
ANCHOR TRENCH
STAPLES
STAPLE
EVERY 12"
FLOW
DIRECTION
12" STAGGERED
1" MIN
6" TO 12"CENTER OF
WATERWAY
STAPLE
6" MIN
STAPLE
FLOW
DIRECTION
6" MIN
4" STAGGERED1 ROW OF
STAPLES
12" O.C.6"TAMP SOIL FIRMLY
6"
2 ROWS
OF STAPLES
12" O.C.
STAGGERED
2 ROWS OF STAPLES,
STAGGERED 12" O.C.
ALONG ROW
SEAM
SEAM
ROW OFSTAPLESCOLUM
N
O
F
STAPL
E
S
4
1
4
5
3
2
2 NOTES:
INSTALL EROSION CONTROL BLANKET (ECB) OVER WATERWAYS AS SHOWN IN THE STORM
WATER POLLUTION PREVENTION PLAN.
THE ECB SHALL CONFORM TO MnDOT STANDARD SPECIFICATIONS SECTION 3885.
PREPARE SOIL PRIOR TO INSTALLING ECB, INCLUDING SEEDING AND FERTILIZING.
THE ECB SHALL BE PLACED IN FIRM CONTACT WITH THE SOIL AND NOT BE ALLOWED TO
BRIDGE OVER SURFACE IRREGULARITIES. THE MAT SHALL NOT BE STRETCHED.
START LAYING THE MATS BY ROLLING CENTER MAT IN THE DIRECTION OF FLOW, CENTERED
ON THE CENTERLINE OF WATERWAY. THERE SHALL NOT BE AN OVERLAP OF MATS AT THE
CENTER OF THE WATERWAY.
THE ECB SHALL BE ANCHORED, OVERLAPPED, AND STAPLED ACCORDING TO
MANUFACTURER'S INSTRUCTIONS. IF NO MANUFACTURER'S INSTRUCTIONS ARE AVAILABLE,
INSTALL THE MAT AS FOLLOWS.
STAPLES SHALL BE "U" SHAPED, 0.12" DIAMETER WIRE OR GREATER (#11 GAUGE). (SEE
STAPLE DETAIL FOR DIMENSIONS)
BURY UPSTREAM END OF MAT IN A TRENCH 6" WIDE BY 6" DEEP AND STAPLED IN
STAGGERED ROWS ACROSS THE WIDTH AS SHOWN IN DETAIL 1.
C. FOR JOINING ENDS OF ROLLS, OVERLAP END OF UP SLOPE MAT A MINIMUM OF 6"
OVER DOWN SLOPE MAT (SHINGLE STYLE). USE A DOUBLE ROW OF STAGGERED
STAPLES 4" APART, AS SHOWN IN DETAIL 2.
D. MATS ON SIDE SLOPES SHALL OVERLAP A MINIMUM OF 6" OVER THE MAT BELOW
(SHINGLE STYLE). STAPLE OVERLAP AT 12" INTERVALS. (SEE DETAIL 3)
E. THE OUTER EDGE ALONG SIDES OF THE MAT SHALL BE STAPLED EVERY 12". (SEE
DETAIL 4)
F. STAPLES ARE TO BE PLACED ALTERNATELY IN COLUMNS (IN THE DIRECTION OF THE
WATERWAY) 2' APART AND IN ROWS (ACROSS THE WATERWAY) 3' APART THROUGHOUT
THE AREA COVERED BY THE ECB.
G. DOWNSTREAM (TERMINAL) END OF BLANKET SHALL BE STAPLED WITH A DOUBLE
ROW OF STAGGERED STAPLES 12" APART. (SEE DETAIL 5)
1
2
3
4
5
CENTER OF
WATERWAY
3 4 5
21
EROSION CONTROL BLANKET INSTALLATION
NTS EC700
SILT FENCE
INLET PROTECTION
NTS EC220
PROFILE VIEW
PLAN VIEW
6" MIN5' Ø MIN.
TYP.TYP.15" MINPOST EMBEDMENT6" MIN.
FABRIC ANCHORAGE
TRENCH, BACKFILL WITH
TAMPED NATURAL SOIL, TYP.
ROCK LOG PLACED OUTSIDE
OF SILT FENCE, TYP.
2"x2" WOOD POST
4' MIN. LENGTH
AT 5' MIN. SPACING
CATCH
BASIN OR
MANHOLE
MnDOT HEAVY DUTY SILT
FENCE
MnDOT HEAVY
DUTY SILT FENCE
ROCK LOG PLACED OUTSIDE
OF SILT FENCE, TYP.
MnDOT HEAVY DUTY SILT FENCE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 4.1 SWPPP NOTES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 4.1 SWPPP NOTES (P2).DWG 115OF
32
-
2024-08-26
22-26553
32 SWPPP DETAILS
300 26553 32
ELK RIVER MINNESOTA
SWPPP DETAILS
TTK
TTK
JDF
Page 184 of 294
>>>>>>>>>>>>>>>>>>>>>>>>>IIIII
III
IIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIII
I
II I I III>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>Parcel 1 COUNTY HIGHWAY NO. 40EMElectric Transmission
Easement
Per Doc. No. 122470
D&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4W
OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLXOHLWET WETWETWETWETFP100FP100FP100FP10
0 FP100FP100F
P
1
0
0
FP10
0
FP100FP100 FP100FP100FP100FP100FP100FP100FP100
FP100
FP100
F
P
1
0
0
FP100
FP100
FP100
FP100FP100FP10
0
FP100
W W
WWW WW WWWWWWWWWWWWW
W WWWWWWWWWWWWWWWWWWWWWWWW
WWW
WWWW
WWWW
WWWWW
WWWWWWWW WW
WWWWWWWWWW
WWWWWW
W WW
W
W
W
W
W
W WW
WWWWWWWWWWWWWWW
WETWET><II <IITROTT BROOKTROTT BROOKCOUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY
IVANHOE ST188TH AVE
NWWETWETWETWETWET
WETWET
WET
WET
WET
WETWETW
E
T
WETWETWETWE
T
W
E
T
WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET187TH AVE
186TH AVELINCOLN STKENNEDY STSB-1
SB-2
SB-3
SB-4
SB-5
SB-6
SB-7SB-7A
SB-8
SB-9
SB-10
SB-11
SB-12
SB-13
SB-14
SB-15
SB-16
SB-17
SB-18
SB-19
SB-20
SB-21
WETWETBRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 5 EXIST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 5 EXIST (P2).DWG 115OF
33
-
2024-08-26
22-26553
33 EXISTING & REMOVALS PLAN
300 26553 33
ELK RIVER MINNESOTA
EXISTING &
REMOVALS PLAN
0
SCALE IN FEET
150 300
TTK
TTK
JDF
REMOVAL LEGEND
SYMBOL DESCRIPTION
REMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE WALK
REMOVE AGGREGATE
SURFACING
CLEAR AND GRUB TREES AND
UNDERBRUSH
REMOVE DECIDUOUS TREE
(CLEAR AND GRUB)
REMOVE CONIFEROUS TREE
(CLEAR AND GRUB)
CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH
SAWCUT AND SECTION REMOVAL.
WETLAND TO REMAIN, TYP.
REMOVE BITUMINOUS PAVEMENT
PROPERTY LINE, TYP.
WETLAND TO BE MITIGATED, TYP.
TREE REMOVAL, TYP.
REMOVE HYDRANT
REMOVE 8" REDUCER
REMOVE 8" REDUCER
REMOVE 6" WATERMAIN
REMOVE HYDRANT
REMOVE 6" WATERMAIN
REMOVE "NO OUTLET" SIGN
REMOVE BARRICADES
Page 185 of 294
100YR100YR100YR100YR100
Y
R
100YR100YRBASIN B
100 YR HWL = 915.19 LINCOLN STKENNEDY ST8
9
OUTLOT H
6
OUTLOT A
OUTLOT C
1 2
1
43
5
2
8
2
1
4
3
5
6
3
4
1
9
87
2
1
5 6
2 3 4
5
6
7
7 100YR185TH AVE
>>>>>>IIIIIIII
I
I
I
III>>>>>>>>>>>>EMFP100FP100 FP100 FP100W WWW WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWW
W
WWWWWWW
WWWWWWWWWWWWWWWWWWWWWETWETWETWETWET<II
<II <II<II<II
<IITROTT BROOKWETWETWET
WET
WET
WET
WETW
E
T
W
E
T
WETWETWETWET
WET
WETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET WETWETSB-10
SB-11
>>>>>>>>>>>>>>>>III
I
I
I
I
I III
I
I>>>>>>>>>>>>
>>
>>
>>
>>>>I>>>S-1 S-2
S-3
S-4
S-5
SP-6 (10")
SP-5 (10")SP-4 (10")
SP-3 (10")
SP-2 (10")
SP-1 (10")
SP-18 (8")
SP-19 (8")
ST-4
ST-6A
ST-5
ST-3
ST-4A
ST-6
ST-19
ST-20
ST-17
ST-18 ST-16
ST-7
ST-15
ST-16AST-1 FES-2
ST-9
FES-3
FES-9
FES-1
P-2 (12")
P-1 (18")
P-7 (18")
P-6 (18")
P-5 (21")P-4 (21")
P-3 (24")
P-4A (15")
P-6A (15")P-20 (15")
P-19 (15")
P-16 (21")
P-15 (24")
P-18 (15")P-17 (18")
P-16A (15")
P-9 (18")
P-18A (18")
8'' WATERMAIN
5''x 7'-6'' HYDRANT
8'' WATERMAIN
5''x 7'-6'' HYDRANT 5''x 7'-6'' HYDRANT
8'' WATERMAIN
5''x 7'-6'' HYDRANT
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6 UTILITY (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6 UTILITY (P2).DWG SAVED BY: TODD.KIRK 115OF
34
-
2024-08-26
22-26553
34 OVERALL UTILITY PLAN
300 26553 34
ELK RIVER MINNESOTA
OVERALL UTILITY
PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
PERFORATED SUBDRAIN
NON-PERFORATED SUBDRAIN
SANITARY SEWER
SANITARY FORCEMAIN
WATER MAIN
NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
>>>>
>><IIII>IIPage 186 of 294
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
BASIN J
100 YR HWL = 909.08185TH
A
V
E
185TH
A
V
E
10
9
OUTLOT J
OUTLOT C
OUTLOT E
65 7
4
1
9
6
4
12
7
8
11
2
3
10
5
13
5
1 2
6
3
9
8
10
7
4
5
7
5
8
10
6
11
9
2 3 4
1
3
2
10
100YR100YR100YR100Y
R
100Y
R 100Y
R 100YR 100YR
100
Y
R 100YR100YR100YR100YR100YRSOUTH PIT
NWL = 900.67
100 YR HWL = 902.08
100Y
R
100Y
R
100Y
R
100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R
10
0
Y
R 100YR100YR100YR100YR100YR1
0
0
Y
R
100YRFP100FP10
0 FP100F
P
1
0
0 FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0WWWWWWWWWWWWWWWWWWW
W
W
W
W
W WW
W
W
W
W
W
W
W
W
W WWW
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWW WWWW
WET
WETWET
WET
WET
WET
WET
WET
WETWETWETWETWET WET
WET WETWETWETWETWETWE
T
WET
WET
W
E
T
WETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET
WET WETWETWETSB-8
SB-9
SB-12
SB-13>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
I
I IIIII
I IIIIIIIIIII
I
I
I
I
I
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>
>>
>>
>>IIS-11
S-20
S-12
S-13
S-10
S-14
S-9
S-8
S-5
S-6
S-7
SP-14 (10")
SP-13 (10")
SP-12 (10")
SP-11 (10")
SP-10 (10")
SP-9 (10")
SP-8 (10")
SP-7 (10")
SP-6 (10")
SP-5 (10")
SP-21 (8")
SP-20 (8")
ST-37
ST-53
ST-52
ST-30
ST-29
ST-15
ST-16A
ST-36
ST-14
FES-36
ST-28
ST-13
ST-12
FES-49
ST-48FES-28
FES-22A
FES-21A
FES-27A
FES-22 FES-21
FES-27
ST-10
FES-26A
FES-11
FES-12
FES-25A
FES-26
FES-25
FES-48
FES-24A
FES-23A
FES-23
FES-24
FES-10
P-26 (24")
P-25 (24")
P-27 (24")
P-23 (24")
P-24 (24")
P-11 (18")
P-10 (18")
P-49 (18")
P-48 (18")
P-22 (12")
P-21 (12")
P-16 (21")
P-15 (24")
P-14 (24")
P-13 (24")
P-12 (24")P-16A (15")
P-30 (15")
P-29 (15")
P-28 (15")
P-37 (36")
P-36 (36")P-53 (15")
P-52 (15")
5''x 7'-6'' HYDRANT
8'' WATERMAIN
5''x 7'-6'' HYDRANT
8'' WATERMAIN
5''x 7'-6'' HYDRANT
5''x 7'-6'' HYDRANT
5''x 7'-6'' HYDRANT 12'' WATERMAIN
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6 UTILITY (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6 UTILITY (P2).DWG SAVED BY: TODD.KIRK 115OF
35
-
2024-08-26
22-26553
35 OVERALL UTILITY PLAN
300 26553 35
ELK RIVER MINNESOTA
OVERALL UTILITY
PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
PERFORATED SUBDRAIN
NON-PERFORATED SUBDRAIN
SANITARY SEWER
SANITARY FORCEMAIN
WATER MAIN
NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
>>>>
>><IIII>IIPage 187 of 294
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
IVA
N
H
O
E
S
T
185TH
A
V
E
186TH AVE
2
10
11
OUTLOT C
OUTLOT E
OUTLOT D
1
OUTLOT F
1
6
2 3 4
5
1
6
3 12
8
5
11
2
10
74 9
4
1
9
6
4
7
8
11
2
3
10
5
1
3
2
1
7
8
9
5
10
2
3
4
6
100Y
R
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR10
0
Y
R
10
0
Y
R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100YR
100YR1
0
0YR
1
0
0
Y
R
10
0
Y
R
100Y
R
100YR
100
Y
R
1
0
0
Y
R
1
0
0YR>>>>>>>>>>>>>>>>>>III
III
IIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>W>IVANHOE ST188TH
AVE
NWWETWETWETWETWETWETWETWE
T
WET
WET
W
E
T
WETWETWETWETWETKENNEDY STSB-2
SB-3
SB-8
SB-9
>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>>>IIIIIIIIIII
I
I
I
I
I
I
I
I
I
I
>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
S-24
S-23
S-28
S-25
S-26
S-22
S-27
S-11
S-20
S-21
S-12
S-13
S-10
S-14
S-9
ST-35
S-8
SP-14 (10")
SP-13 (10")
SP-12 (10")
SP-11 (10")
SP-10 (10")
SP-9 (10")
SP-27 (8")
SP-26 (8")
SP-25 (8")
SP-24 (8")
SP-23 (8")
SP-22 (8")
SP-21 (8")
SP-20 (8")
SP-28 (8")P-52 (8")SP-29 (8")
ST-41
ST-40
ST-39
ST-38
ST-37
ST-42
ST-53
ST-52
ST-35ST-31 ST-34
ST-30
ST-29
ST-33ST-32
ST-46
ST-45
ST-43
ST-44
ST-36
FES-36
FES-22A
FES-21A
FES-27A
FES-22 FES-21
FES-26A
FES-25A
P-26 (24")
P-25 (24")
P-22 (12")
P-21 (12")
P-30 (15")
P-29 (15")
P-41 (15")
P-40 (15")
P-39 (15")
P-38 (18")
P-37 (36")
P-36 (36")
P-47 (12")
P-46 (15")
P-45 (18")
P-44 (21")
P-43 (30")
P-42 (30")
P-35 (24")P-34 (24")
P-33 (24")
P-32 (30")
P-31 (30")
P-53 (15")
8'' WATERMAIN
5''x 7'-6'' HYDRANT
5''x 7'-6'' HYDRANT
5''x 7'-6'' HYDRANT 12'' WATERMAIN
12'' WATERMAIN
5''x 7'-6'' HYDRANT8'' WATERMAIN
5''x 7'-6'' HYDRANT
5''x 7'-6'' HYDRANT
5''x 7'-6'' HYDRANT
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6 UTILITY (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6 UTILITY (P2).DWG SAVED BY: TODD.KIRK 115OF
36
-
2024-08-26
22-26553
36 OVERALL UTILITY PLAN
300 26553 36
ELK RIVER MINNESOTA
OVERALL UTILITY
PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
PERFORATED SUBDRAIN
NON-PERFORATED SUBDRAIN
SANITARY SEWER
SANITARY FORCEMAIN
WATER MAIN
NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
>>>>
>><IIII>IIPage 188 of 294
BASIN O
100 YR HWL = 914.88
BASIN K
= 911.94
185TH
A
V
E GRANT ST3
OUTLOT G
1312
15
1110
14
9
1 32
9
12
15
11
14
10
13
1716
CENTER PIT
NWL = 902.27
100 YR HWL = 902.33
NORTH PIT
NWL = 903.73
100 YR HWL = 904.19
100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100Y
R
100YR
100YR100YR100YR100YR100YR100YR10
0
Y
R
100YRBASIN Q
100 YR HWL = 917.53
BASIN R
100 YR HWL = 917.66
1
0
0
Y
R
100YR100YR100YR100YR100YR100Y
R
100YR
100YR
IIIIIIIIIIIIIIIIIIIIIOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWWWWWWWW WW
W WWWWWWWWWWWWWWW
WWWWWWWWWW
W
WW
W
W
W
W
W
W WW
W
W
W
WWWWWWWWWWWWWCOUNTY HIGHWAY NO. 40SB-5
SB-6
SB-7SB-7A
SB-8
SB-21
>>>
>>>>>>>>>>I
I
I
I I I I
I
I
I
I
I
I
I
I
I
I
I
I
I
IIIIII>>>>>>
>>
>>
>>
>>>>>>>>>>I>>>>>>>>>>>II>II>II>II>S-14
S-30
S-15
S-16
S-17
S-33
S-32
LS-1
SP-17 (10")SP-16 (10")
SP-15 (10")
SP-14 (10")
SP-30 (8")
SP-31 (8")
SP-33 (8")
SP-35 (8")
SP-34 (8")
SP-32 (8")
ST-52
ST-56ST-55
ST-50
ST-54
ST-51
ST-70
ST-47
ST-46
FES-71
ST-63
ST-69
ST-66
ST-72
ST-67
ST-68
ST-65
ST-64
ST-73
FES-70
FES-58A
FES-72
FES-63
FES-50
FES-58
ST-61
ST-62
FES-48
FES-61
P-60 (73"x45")
P-59 (28"x18")
P-58 (12")
P-47 (12")
P-46 (15")
P-53 (15")
P-52 (15")P-51 (18")
P-50 (24")
P-54 (15")
P-57 (24")
P-56 (24")P-55 (15")
P-62 (21")
P-61 (30")
P-71 (18")
P-65 (18")
P-64 (30")
P-63 (30")
P-69 (21")
P-68 (24")
P-67 (15")
P-66 (18")
P-62A (18")
P-70 (18")
P-72 (18")
P-73 (18")
P-74 (18")
P-69A (18")
12'' WATERMAIN
5''x 7'-6'' HYDRANT
8'' WATERMAIN
5''x 7'-6'' HYDRANT
5''x 7'-6'' HYDRANT
8'' WATERMAIN
5''x 7'-6'' HYDRANT
4'' FORCEMAIN
12'' WATERMAIN
5''x 7'-6'' HYDRANT
5''x 7'-6'' HYDRANT
5''x 7'-6'' HYDRANT
12'' WATERMAIN
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6 UTILITY (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6 UTILITY (P2).DWG SAVED BY: TODD.KIRK 115OF
37
-
2024-08-26
22-26553
37 OVERALL UTILITY PLAN
300 26553 37
ELK RIVER MINNESOTA
OVERALL UTILITY
PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
PERFORATED SUBDRAIN
NON-PERFORATED SUBDRAIN
SANITARY SEWER
SANITARY FORCEMAIN
WATER MAIN
NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
>>>>
>><IIII>IIPage 189 of 294
100YR100YR100YRBASIN B
100 YR HWL = 915.19
BASIN O
100 YR HWL = 914.88
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
BASIN J
100 YR HWL = 909.08185TH
A
V
E
IVA
N
H
O
E
S
T
185TH
A
V
E
LINCOLN STKENNEDY STGRANT ST186TH AVE
3
8
2
10
9
OUTLOT H
11
6
OUTLOT J
OUTLOT A
OUTLOT G
OUTLOT C
OUTLOT E
OUTLOT D
OUTLOT B
1
OUTLOT F
1
6
2 3 4 5
1
6
3 1312
85
15
11
2
10
74
14
9
1 32
4
1
9
6
4
12
7
15
8
11
2
14
3
10
5
13
17
512
6
3
9
8
10
7
4 5
1 43 5
2
8
2
1
4
3
5 6
3
4
1
987
2
1
75
8
10
6
11
9
2 3 4
1
3
2
1
7
8
9
5
10
2
3 4 6
5
6
7
7
16
100YR100Y
R 100YR 100YR100YRSOUTH PIT
NWL = 900.67
100 YR HWL = 902.08
CENTER PIT
NWL = 902.27
100 YR HWL = 902.33
NORTH PIT
NWL = 903.73
100 YR HWL = 904.19
100Y
R
100YR
100YR
100YR
100YR 100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R
100YR 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR10
0
Y
R
100YR
1
0
0
Y
R
100YR10
0
Y
R
BASIN Q
100 YR HWL = 917.53
BASIN R
100 YR HWL = 917.66
1
0
0
Y
R
100YR100YR100YR
185TH AVE>>>>>>>>>>>>>>>>>>>>>>>>>IIIII
III
IIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIII
I
II I I III>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>Parcel 1 COUNTY HIGHWAY NO. 40EMElectric Transmission
Easement
Per Doc. No. 122470W
OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLXOHLWET WETWETWETWETFP100FP100FP100FP10
0 FP100FP100F
P
1
0
0
FP10
0
FP100FP100 FP100FP100FP100FP100FP100FP100FP100
FP100
FP100
F
P
1
0
0
FP100
FP100
FP100
FP100FP100FP10
0
FP100
W W
WWW WW WWWWWWWWWWWWW
W WWWWWWWWWWWWWWWWWWWWWWWW
WWW
WWWW
WWWW
WWWWWWWWWW WW
WWWWWWWWWW
WWWWWW
W WW
W
W
W
W
W
W WW
WWWWWWWWWWWWWWW
WETWET><II <IITROTT BROOKTROTT BROOKCOUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY
IVANHOE ST188TH AVE
NWWETWETWETWETWET
WETWET
WET
WET
WET
WETWETW
E
T
WETWETWETWE
T
W
E
T
WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET187TH AVE
186TH AVELINCOLN STKENNEDY STSB-1
SB-2
SB-3
SB-4
SB-5
SB-6
SB-7SB-7A
SB-8
SB-9
SB-10
SB-11
SB-12
SB-13
SB-14
SB-15
SB-16
SB-17
SB-18
SB-19
SB-20
SB-21
>>>>>>>>>>>>>>>>>II II IIII
I
I
I
I
II
>>>>>
>
>>
>>>>I>>>>II>BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6 UTILITY (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6 UTILITY (P2).DWG SAVED BY: TODD.KIRK 115OF
38
-
2024-08-26
22-26553
38 HYDRANT COVERAGE PLAN
300 26553 38
ELK RIVER MINNESOTA
HYDRANT
COVERAGE PLAN
0
SCALE IN FEET
150 300
TTK
TTK
JDF
HYDRANT COVERAGE LEGEND
EXISTING HYDRANT
PROPOSED HYDRANT
R250'
R250'
Page 190 of 294
SANITARY SEWER STRUCTURE SCHEDULE
STRUCTURE
NO.
LS-1
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
S-11
S-12
S-13
S-14
S-15
S-16
S-17
S-20
S-21
S-22
S-23
S-24
S-25
S-26
S-27
S-28
S-30
S-32
S-33
ALIGNMENT
IVANHOE STREET
LINCOLN STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
186TH AVENUE - EAST
GRANT STREET
IVANHOE STREET
IVANHOE STREET
STATION
326+58
116+89
1002+62
1004+66
1006+17
1008+17
1010+54
1011+96
1015+46
1017+40
1019+34
313+68
314+38
315+27
318+06
320+85
321+59
322+85
313+02
312+28
311+09
309+85
308+40
306+94
306+07
305+31
801+56
508+55
326+77
328+58
LOCATION
47'
6'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
8'
0'
0'
6'
13'
STRUCTURE
TYPE
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
MnDOT 4007C
STRUCTURE
SIZE (IN)
60 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
STRUCTURE
MATERIAL
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
CASTING
36"X48" ALUMINUM HATCH W/ SAFETY GRATE
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
NEENAH R1733 "SANITARY SEWER" STAMP
PAY HEIGHT
(LN FT)
30.12
29.33
28.58
25.84
23.77
21.07
17.90
16.04
21.13
21.66
24.33
25.62
24.84
23.75
20.54
18.01
17.05
10.68
22.16
18.10
15.68
16.77
16.13
14.42
13.36
12.25
13.96
16.28
29.66
33.87
TOP OF CASTING
ELEVATION
909.25
924.43
924.29
922.25
920.74
918.74
916.37
915.04
921.27
922.49
925.84
927.51
927.03
926.31
924.04
922.44
921.80
915.91
927.44
927.17
928.49
930.30
930.48
929.60
929.07
928.45
930.21
923.48
910.71
915.75
SUMP
ELEVATION
879.12
895.10
895.71
896.41
896.97
897.67
898.48
899.00
900.15
900.83
901.51
901.89
902.19
902.56
903.50
904.44
904.76
905.23
905.28
909.07
912.81
913.53
914.35
915.18
915.71
916.20
916.25
907.20
881.05
881.88
SUMP
DEPTH
2.00
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
OUTLET
PIPE
SP-1
SP-2
SP-3
SP-4
SP-5
SP-6
SP-7
SP-8
SP-9
SP-10
SP-11
SP-12
SP-13
SP-14
SP-15
SP-16
SP-17
SP-20
SP-21
SP-22
SP-23
SP-24
SP-25
SP-26
SP-27
SP-28
SP-30
SP-32
SP-33
SANITARY SEWER PIPE SCHEDULE
PIPE
NO.
SP-1
SP-2
SP-3
SP-4
SP-5
SP-6
SP-7
SP-8
SP-9
SP-10
SP-11
SP-12
SP-13
SP-14
SP-15
SP-16
SP-17
SP-18
SP-19
SP-20
SP-21
SP-22
SP-23
SP-24
SP-25
SP-26
SP-27
SP-28
SP-29
SP-30
SP-31
SP-32
SP-33
SP-34
SP-35
ALIGNMENT
LINCOLN STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
LINCOLN STREET
KENNEDY STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
186TH AVENUE - EAST
186TH AVENUE - EAST
GRANT STREET
GRANT STREET
IVANHOE STREET
IVANHOE STREET
ROAD H
ROAD H
STATION
116+89' to 114+80'
1002+62' to 1000+94'
1004+66' to 1002+62'
1006+17' to 1004+66'
1008+17' to 1006+17'
1010+54' to 1008+17'
1011+96' to 1010+54'
1015+46' to 1011+96'
1017+40' to 1015+46'
1019+34' to 1017+40'
1020+27' to 1019+34'
314+38' to 313+68'
315+27' to 314+38'
318+06' to 315+27'
320+85' to 318+06'
321+59' to 320+85'
322+85' to 321+59'
117+77' to 116+89'
211+45' to 213+25'
313+02' to 313+68'
312+28' to 313+02'
311+09' to 312+28'
309+85' to 311+09'
308+40' to 309+85'
306+94' to 308+40'
306+07' to 306+94'
305+31' to 306+07'
801+56' to 801+00'
802+06' to 801+56'
508+55' to 509+23'
507+53' to 508+55'
326+77' to 326+58'
328+58' to 326+77'
1115+61' to 1116+40'
1117+42' to 1116+40'
LOCATION
6' R to 2' R
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
-5' L to 6' R
-1' L to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
0' to 0'
8' R to 0'
0' to 0'
8' R to 0'
0' to 0'
3' R to 0'
6' R to 47' R
13' R to 6' R
0' to 0'
0' to 0'
DRAIN
FROM
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
S-11
S-12
S-13
S-14
S-15
S-16
S-17
8" CAP
8" CAP
S-20
S-21
S-22
S-23
S-24
S-25
S-26
S-27
S-28
8" CAP
S-30
8" CAP
S-32
S-33
8" CAP
8" CAP
INLET
ELEVATION
895.35
895.96
896.66
897.22
897.92
898.73
899.25
900.40
901.08
901.76
902.14
902.44
902.81
903.75
904.69
905.01
905.48
895.81
902.22
905.53
909.32
913.06
913.78
914.60
915.43
915.96
916.45
916.50
918.24
907.45
909.13
881.30
882.13
882.55
889.26
DRAIN
TO
EX SP-20
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
S-11
S-12
S-13
S-14
S-15
S-16
S-1
S-4
S-11
S-20
S-21
S-22
S-23
S-24
S-25
S-26
S-23
S-28
S-15
S-30
LS-1
S-32
S-33
S-33
OUTLET
ELEVATION
894.72
895.45
896.06
896.76
897.32
898.02
898.83
899.35
900.50
901.18
901.86
902.24
902.54
902.91
903.85
904.79
905.11
895.45
898.62
902.24
905.63
909.42
913.16
913.88
914.70
915.53
916.06
915.38
918.00
906.39
907.55
881.12
881.40
882.23
884.13
PIPE
SIZE (IN)
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
MATERIAL
CL 52
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-35
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-35
SDR-35
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
CL 52
CL 52
CL 52
CL 52
PIPE
CLASS
DIP
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-35
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-35
SDR-35
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
DIP
DIP
DIP
DIP
PIPE
GRADE
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.40%
2.00%
5.00%
5.00%
3.05%
0.50%
0.50%
0.50%
0.50%
0.50%
2.00%
0.50%
1.56%
1.56%
0.40%
0.40%
0.40%
5.00%
PIPE
LENGTH (FT)
210
168
202
151
200
236
141
350
194
193
93
69
88
279
279
73
126
88
180
66
74
120
123
144
146
87
77
56
49
68
102
45
183
79
103
NOTE:
·LIFT STATION IS TO BE STRUCTURE ONLY. NO PUMPS SHALL BE INSTALL AS PART OF THIS PLAN.
·SUMP DEPTH ON SANITARY STRUCTURES IS TO ALLOW ROOM FOR GROUT AT THE BOTTOM OF THE STRUCTURE AND THE FORMING
OF THE CHANNEL BETWEEN PIPES.
FORCEMAIN SCHEDULE
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
326+55 TO 326+51
326+51 TO 326+30
326+30 TO 323+21
323+21 TO 322+88
LOCATION
38' TO 29'
29' TO 8'
8' TO 8'
8' TO 1'
PIPE
TYPE
C900
C900
C900
C900
PIPE
LENGTH (FT)
9
30
308
34
PIPE
SIZE (IN)
4
4
4
4
FORCEMAIN FITTING SCHEDULE
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
323+21
326+30
326+51
LOCATION
8
8
29
TYPE
BEND
BEND
BEND
SIZE
4''x11.25°
4''x45°
4''x22.5°
WEIGHT
(LBS)
19
22
19
NOTE: SANITARY MAINLINE PIPE MATERIAL TO CHANGE DEPENDING ON DEPTH. 0'-18' = SDR 35, 18'-30' = SDR 26, 30'+ = DIP
GENERAL NOTES:
·FOR DESIGN PURPOSES, THE SECTION OF ROADWAY BETWEEN THE IVANHOE/185TH INTERSECTION TO C.H. 40 WILL BE CONSIDERED AS
AN EXTENSION OF IVANHOE STREET INSTEAD OF 185TH AS THE ROADWAYS ARE LABELED.
·FOR DESIGN PURPOSES, 186TH AVENUE HAS THE QUALIFIER OF "EAST" TO SEPARATE IT FROM THE SECTION OF 186TH AVE THAT WAS
CONSTRUCTED DURING PHASE 1 AND IS CUT OFF BUT THE WETLAND TO REMAIN.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6.1 SCHEDULES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6.1 SCHEDULES (P2).DWG SAVED BY: TODD.KIRK 115OF
39
-
2024-08-26
22-26553
39 UTILITY SCHEDULES
300 26553 39
ELK RIVER MINNESOTA
UTILITY
SCHEDULES
TTK
TTK
JDF
Page 191 of 294
SANITARY SERVICE PIPE SCHEDULE
PIPE
NAME
B1L1-A
B1L1-B
B1L1-C
B1L2-A
B1L2-B
B1L2-C
B1L3-A
B1L3-B
B1L3-C
B1L4-A
B1L4-B
B1L4-C
B1L5-A
B1L5-B
B1L5-C
B1L6-A
B1L6-B
B1L6-C
B2L1-A
B2L1-B
B2L1-C
B2L2-A
B2L2-B
B2L2-C
B2L3-A
B2L3-B
B2L3-C
B2L4-A
B2L4-B
B2L4-C
B2L5-A
B2L5-B
B2L5-C
B2L6-A
B2L6-B
B2L6-C
B2L7-A
B2L7-B
B2L7-C
B2L8-A
B2L8-B
B2L8-C
B2L9-A
B2L9-B
B2L9-C
B2L10-A
B2L10-B
B2L10-C
B2L11-A
B2L11-B
B2L11-C
B2L12-A
B2L12-B
B2L12-C
B2L13-A
B2L13-B
B2L13-C
B2L14-A
B2L14-B
B2L14-C
B2L15-A
B2L15-B
B2L15-C
B3L1-A
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
305+84' to 305+84'
305+82' to 305+84'
305+81' to 305+82'
306+82' to 306+82'
306+80' to 306+82'
306+80' to 306+80'
307+61' to 307+61'
307+62' to 307+61'
307+62' to 307+62'
308+11' to 308+11'
308+12' to 308+11'
308+12' to 308+12'
308+60' to 308+60'
308+61' to 308+60'
308+61' to 308+61'
309+39' to 309+39'
309+37' to 309+39'
309+37' to 309+37'
311+00' to 311+00'
310+99' to 311+00'
310+99' to 310+99'
311+56' to 311+56'
311+55' to 311+56'
311+55' to 311+55'
312+16' to 312+16'
312+16' to 312+16'
312+16' to 312+16'
312+97' to 312+98'
312+95' to 312+97'
312+94' to 312+95'
314+33' to 314+32'
314+34' to 314+33'
314+34' to 314+34'
315+32' to 315+31'
315+33' to 315+32'
315+33' to 315+33'
315+89' to 315+89'
315+89' to 315+89'
315+89' to 315+89'
316+44' to 316+44'
316+44' to 316+44'
316+44' to 316+44'
316+99' to 316+99'
316+99' to 316+99'
316+99' to 316+99'
317+54' to 317+54'
317+54' to 317+54'
317+54' to 317+54'
318+12' to 318+12'
318+12' to 318+12'
318+12' to 318+12'
318+64' to 318+64'
318+64' to 318+64'
318+64' to 318+64'
319+19' to 319+19'
319+19' to 319+19'
319+19' to 319+19'
319+74' to 319+74'
319+74' to 319+74'
319+74' to 319+74'
320+29' to 320+29'
320+29' to 320+29'
320+29' to 320+29'
321+62' to 321+62'
LOCATION
-1' L to 0' L
-38' L to -1' L
-40' L to -38' L
-4' L to -2' L
-37' L to -4' L
-40' L to -37' L
-4' L to -1' L
-37' L to -4' L
-40' L to -37' L
-3' L to 1' R
-37' L to -3' L
-40' L to -37' L
-2' L to 3' R
-38' L to -2' L
-40' L to -38' L
0' L to 5' R
-37' L to 0' L
-40' L to -37' L
-3' L to 1' R
-37' L to -3' L
-40' L to -37' L
-2' L to 3' R
-38' L to -2' L
-40' L to -38' L
-6' L to 0' R
-38' L to -6' L
-40' L to -38' L
-11' L to -1' L
-38' L to -11' L
-40' L to -38' L
-14' L to -1' L
-37' L to -14' L
-40' L to -37' L
-12' L to 0'
-37' L to -12' L
-40' L to -37' L
-11' L to 0'
-37' L to -11' L
-40' L to -37' L
-11' L to 0'
-38' L to -11' L
-40' L to -38' L
-10' L to 0'
-37' L to -10' L
-40' L to -37' L
-9' L to 0'
-37' L to -9' L
-40' L to -37' L
-9' L to 0' R
-38' L to -9' L
-40' L to -38' L
-8' L to 0' R
-37' L to -8' L
-40' L to -37' L
-7' L to 0' R
-37' L to -7' L
-40' L to -37' L
-7' L to 0' R
-38' L to -7' L
-40' L to -38' L
-6' L to 0' R
-37' L to -6' L
-40' L to -37' L
-4' L to 1' R
START
ELEVATION
917.49
918.23
920.21
917.90
918.56
921.85
918.41
919.07
921.84
919.16
919.84
922.81
919.81
920.53
922.08
919.42
920.16
922.73
917.52
918.20
921.17
916.93
917.65
919.59
916.12
916.76
919.17
916.16
916.70
919.21
915.83
916.29
919.60
915.32
915.82
918.89
914.50
915.02
918.02
914.66
915.20
917.20
913.83
914.37
917.37
912.99
913.55
916.55
913.27
913.85
915.86
912.42
913.00
916.05
911.59
912.19
915.28
911.75
912.37
914.51
910.92
911.54
914.72
910.52
END
ELEVATION
916.49
917.49
918.23
915.90
917.90
918.56
915.41
918.41
919.07
915.16
919.16
919.84
914.81
919.81
920.53
914.42
919.42
920.16
913.52
917.52
918.20
911.93
916.93
917.65
910.12
916.12
916.76
906.16
916.16
916.70
902.83
915.83
916.29
903.32
915.32
915.82
903.50
914.50
915.02
903.66
914.66
915.20
903.83
913.83
914.37
903.99
912.99
913.55
904.27
913.27
913.85
904.42
912.42
913.00
904.59
911.59
912.19
904.75
911.75
912.37
904.92
910.92
911.54
905.52
PIPE
SIZE (IN)
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE
CLASS
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-26
SDR-35
PIPE
GRADE
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
PIPE
LENGTH (FT)
1
37
2
2
33
3
3
33
3
4
34
3
5
36
2
5
37
3
4
34
3
5
36
2
6
32
2
10
27
3
13
23
3
12
25
3
11
26
3
11
27
2
10
27
3
9
28
3
9
29
2
8
29
3
7
30
3
7
31
2
6
31
3
5
SANITARY SERVICE PIPE SCHEDULE
PIPE
NAME
B3L1-B
B3L1-C
B3L2-A
B3L2-B
B3L2-C
B3L3-A
B3L3-B
B4L1-A
B4L1-B
B4L1-C
B4L2-A
B4L2-B
B4L2-C
B4L3-A
B4L3-B
B4L3-C
B4L4-A
B4L4-B
B4L4-C
B4L5-A
B4L5-B
B4L5-C
B4L6-A
B4L6-B
B4L6-C
B4L7-A
B4L7-B
B4L7-C
B4L8-A
B4L8-B
B4L8-C
B4L9-A
B4L9-B
B4L9-C
B4L10-A
B4L10-B
B4L10-C
B4L11-A
B4L11-B
B4L11-C
B4L12-A
B4L12-B
B4L12-C
B4L13-A
B4L13-B
B4L13-C
B4L14-A
B4L14-B
B4L14-C
B4L15-A
B4L15-B
B4L15-C
B4L16-A
B4L16-B
B4L16-C
B4L17-A
B4L17-B
B4L17-C
B5L1-A
B5L1-B
B5L1-C
B5L2-A
B5L2-B
B5L2-C
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
STATION
321+61' to 321+62'
321+61' to 321+61'
322+17' to 322+17'
322+16' to 322+17'
322+16' to 322+16'
322+73' to 322+74'
322+73' to 322+73'
1017+12' to 1017+12'
1017+12' to 1017+12'
1017+12' to 1017+12'
1017+82' to 1017+82'
1017+81' to 1017+82'
1017+81' to 1017+81'
1018+51' to 1018+51'
1018+51' to 1018+51'
1018+51' to 1018+51'
1019+19' to 1019+22'
1019+12' to 1019+19'
1019+11' to 1019+12'
1019+60' to 1019+59'
1019+62' to 1019+60'
1019+62' to 1019+62'
314+75' to 314+74'
314+75' to 314+75'
314+75' to 314+75'
315+37' to 315+36'
315+38' to 315+37'
315+38' to 315+38'
316+05' to 316+05'
316+05' to 316+05'
316+05' to 316+05'
316+70' to 316+70'
316+70' to 316+70'
316+70' to 316+70'
317+35' to 317+35'
317+35' to 317+35'
317+35' to 317+35'
318+00' to 318+00'
318+00' to 318+00'
318+00' to 318+00'
318+68' to 318+68'
318+68' to 318+68'
318+68' to 318+68'
319+30' to 319+30'
319+30' to 319+30'
319+30' to 319+30'
319+95' to 319+95'
319+95' to 319+95'
319+95' to 319+95'
320+60' to 320+60'
320+60' to 320+60'
320+60' to 320+60'
321+50' to 321+50'
321+51' to 321+50'
321+51' to 321+51'
322+41' to 322+41'
322+42' to 322+41'
322+42' to 322+42'
1009+65' to 1009+65'
1009+64' to 1009+65'
1009+64' to 1009+64'
1010+23' to 1010+23'
1010+23' to 1010+23'
1010+23' to 1010+23'
LOCATION
-38' L to -4' L
-40' L to -38' L
2' R to 5' R
-38' L to 2' R
-40' L to -38' L
-38' L to 2' R
-40' L to -38' L
11' R to 1' R
38' R to 11' R
40' R to 38' R
9' R to -1' L
37' R to 9' R
40' R to 37' R
7' R to -4' L
37' R to 7' R
40' R to 37' R
9' R to -3' L
37' R to 9' R
40' R to 37' R
9' R to -4' L
38' R to 9' R
40' R to 38' R
9' R to -4' L
38' R to 9' R
40' R to 38' R
12' R to 0'
38' R to 12' R
40' R to 38' R
11' R to 0'
37' R to 11' R
40' R to 37' R
10' R to 0'
37' R to 10' R
40' R to 37' R
10' R to 0'
38' R to 10' R
40' R to 38' R
9' R to 0'
38' R to 9' R
40' R to 38' R
8' R to 0' R
37' R to 8' R
40' R to 37' R
7' R to 0' R
37' R to 7' R
40' R to 37' R
7' R to 0' R
38' R to 7' R
40' R to 38' R
6' R to 0' R
37' R to 6' R
40' R to 37' R
7' R to 1' R
39' R to 7' R
40' R to 39' R
6' R to 5' R
37' R to 6' R
40' R to 37' R
2' R to -5' L
38' R to 2' R
40' R to 38' R
4' R to -3' L
38' R to 4' R
40' R to 38' R
START
ELEVATION
911.20
912.80
908.68
909.48
911.45
906.64
908.33
911.40
911.94
913.80
911.70
912.26
915.06
912.91
913.51
916.57
914.12
914.70
918.07
915.33
915.91
918.41
916.05
916.63
918.46
915.34
915.86
917.92
914.54
915.06
918.06
913.74
914.28
917.28
913.93
914.49
916.49
913.13
913.71
915.71
912.43
913.01
915.96
911.62
912.22
915.12
911.81
912.43
914.27
911.01
911.63
914.42
911.38
912.02
913.32
906.75
907.37
910.84
905.86
906.58
908.26
906.03
906.71
909.11
END
ELEVATION
910.52
911.20
905.68
908.68
909.48
905.84
906.64
901.40
911.40
911.94
901.70
911.70
912.26
901.91
912.91
913.51
902.12
914.12
914.70
902.33
915.33
915.91
903.05
916.05
916.63
903.34
915.34
915.86
903.54
914.54
915.06
903.74
913.74
914.28
903.93
913.93
914.49
904.13
913.13
913.71
904.43
912.43
913.01
904.62
911.62
912.22
904.81
911.81
912.43
905.01
911.01
911.63
905.38
911.38
912.02
905.75
906.75
907.37
898.86
905.86
906.58
899.03
906.03
906.71
PIPE
SIZE (IN)
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE
CLASS
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
PIPE
GRADE
2.0%
100.0%
100.0%
2.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
PIPE
LENGTH (FT)
34
2
3
40
2
40
2
10
27
2
10
28
3
11
30
3
12
29
3
13
29
3
13
29
2
12
26
2
11
26
3
10
27
3
10
28
2
9
29
2
8
29
3
7
30
3
7
31
2
6
31
3
6
32
1
1
31
3
7
36
2
7
34
2
SANITARY SERVICE PIPE SCHEDULE
PIPE
NAME
B5L3-A
B5L3-B
B5L3-C
B5L4-A
B5L4-B
B5L4-C
B5L5-A
B5L5-B
B5L5-C
B5L6-A
B5L6-B
B5L6-C
B5L7-A
B5L7-B
B5L7-C
B5L8-A
B5L8-B
B5L8-C
B5L9-A
B5L9-B
B5L9-C
B5L10-A
B5L10-B
B5L10-C
B6L1-A
B6L1-B
B6L1-C
B6L2-A
B6L2-B
B6L2-C
B6L3-A
B6L3-B
B6L3-C
B6L4-A
B6L4-B
B6L4-C
B6L5-A
B6L5-B
B6L5-C
B7L4-A
B7L4-B
B7L4-C
B7L5-A
B7L5-B
B7L5-C
B7L6-A
B7L6-B
B7L6-C
B7L7-A
B7L7-B
B7L7-C
B7L8-A
B7L8-B
B7L8-C
B8L2-A
B8L2-B
B8L2-C
B8L3-A
B8L3-B
B8L3-C
B8L4-A
B8L4-B
B8L4-C
B8L5-A
ALIGNMENT
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
STATION
1010+82' to 1010+82'
1010+81' to 1010+82'
1010+81' to 1010+81'
1011+40' to 1011+40'
1011+40' to 1011+40'
1011+40' to 1011+40'
1012+02' to 1012+02'
1012+01' to 1012+02'
1012+01' to 1012+01'
1012+43' to 1012+43'
1012+44' to 1012+43'
1012+44' to 1012+44'
1013+04' to 1013+04'
1013+04' to 1013+04'
1013+04' to 1013+04'
1013+73' to 1013+73'
1013+73' to 1013+73'
1013+73' to 1013+73'
1014+42' to 1014+42'
1014+42' to 1014+42'
1014+42' to 1014+42'
1015+12' to 1015+12'
1015+12' to 1015+12'
1015+12' to 1015+12'
1003+34' to 1003+34'
1003+33' to 1003+34'
1003+33' to 1003+33'
1003+92' to 1003+93'
1003+92' to 1003+92'
1003+92' to 1003+92'
1004+51' to 1004+51'
1004+51' to 1004+51'
1004+50' to 1004+51'
1005+14' to 1005+15'
1005+14' to 1005+14'
1005+14' to 1005+14'
1005+72' to 1005+72'
1005+72' to 1005+72'
1005+72' to 1005+72'
114+59' to 114+59'
114+60' to 114+59'
114+60' to 114+60'
115+45' to 115+46'
115+45' to 115+45'
115+45' to 115+45'
116+04' to 116+04'
116+03' to 116+04'
116+03' to 116+03'
116+44' to 116+43'
116+44' to 116+44'
116+44' to 116+44'
116+99' to 116+98'
116+99' to 116+99'
116+99' to 116+99'
114+51' to 114+52'
114+51' to 114+51'
114+51' to 114+51'
114+98' to 114+99'
114+98' to 114+98'
114+98' to 114+98'
115+53' to 115+53'
115+54' to 115+53'
115+54' to 115+54'
116+21' to 116+20'
LOCATION
3' R to -3' L
38' R to 3' R
40' R to 38' R
0' R to -5' L
38' R to 0' R
40' R to 38' R
3' R to -1' L
37' R to 3' R
40' R to 37' R
0' R to -4' L
38' R to 0' R
40' R to 38' R
2' R to -2' L
37' R to 2' R
40' R to 37' R
7' R to 1' R
38' R to 7' R
40' R to 38' R
10' R to 3' R
37' R to 10' R
40' R to 37' R
10' R to 1' R
38' R to 10' R
40' R to 38' R
7' R to -9' L
38' R to 7' R
40' R to 38' R
5' R to -10' L
38' R to 5' R
40' R to 38' R
11' R to -3' L
37' R to 11' R
40' R to 37' R
9' R to -4' L
37' R to 9' R
40' R to 37' R
11' R to -2' L
38' R to 11' R
40' R to 38' R
21' R to 2' R
38' R to 21' R
40' R to 38' R
15' R to -3' L
37' R to 15' R
40' R to 37' R
14' R to -4' L
37' R to 14' R
40' R to 37' R
17' R to -1' L
37' R to 17' R
40' R to 37' R
22' R to 4' R
37' R to 22' R
40' R to 37' R
-18' L to 1' R
-37' L to -18' L
-40' L to -37' L
-17' L to 2' R
-38' L to -17' L
-40' L to -38' L
-22' L to -4' L
-37' L to -22' L
-40' L to -37' L
-22' L to -4' L
START
ELEVATION
905.31
906.01
908.20
904.48
905.24
907.00
903.77
904.45
907.25
903.89
904.65
906.49
904.07
904.77
908.01
906.28
906.90
908.49
907.49
908.03
911.40
909.70
910.26
911.80
912.67
913.29
915.73
911.84
912.50
914.04
911.02
911.54
914.39
910.31
910.87
913.80
910.48
911.02
913.45
914.06
914.40
916.89
913.30
913.74
916.86
913.47
913.93
917.32
913.59
913.99
917.43
913.78
914.08
916.94
914.04
914.42
917.47
914.16
914.58
916.16
913.32
913.62
917.02
913.52
END
ELEVATION
899.31
905.31
906.01
899.48
904.48
905.24
899.77
903.77
904.45
899.89
903.89
904.65
900.07
904.07
904.77
900.28
906.28
906.90
900.49
907.49
908.03
900.70
909.70
910.26
896.67
912.67
913.29
896.84
911.84
912.50
897.02
911.02
911.54
897.31
910.31
910.87
897.48
910.48
911.02
895.06
914.06
914.40
895.30
913.30
913.74
895.47
913.47
913.93
895.59
913.59
913.99
895.78
913.78
914.08
895.04
914.04
914.42
895.16
914.16
914.58
895.32
913.32
913.62
895.52
PIPE
SIZE (IN)
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
CL 52
PVC
PVC
CL 52
PVC
PVC
CL 52
PVC
PVC
CL 52
PVC
PVC
CL 52
PVC
PVC
CL 52
PVC
PVC
CL 52
PVC
PVC
CL 52
PVC
PVC
CL 52
PIPE
CLASS
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
DIP
SDR-35
SDR-35
DIP
SDR-35
SDR-35
DIP
SDR-35
SDR-35
DIP
SDR-35
SDR-35
DIP
SDR-35
SDR-35
DIP
SDR-35
SDR-35
DIP
SDR-35
SDR-35
DIP
SDR-35
SDR-35
DIP
PIPE
GRADE
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
PIPE
LENGTH (FT)
6
35
2
5
38
2
4
34
3
4
38
2
4
35
3
6
31
2
7
27
3
9
28
2
16
31
2
15
33
2
14
26
3
13
28
3
13
27
2
19
17
2
18
22
3
18
23
3
18
20
3
18
15
3
19
19
3
19
21
2
18
15
3
18
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6.1 SCHEDULES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6.1 SCHEDULES (P2).DWG SAVED BY: TODD.KIRK 115OF
40
-
2024-08-26
22-26553
40 UTILITY SCHEDULES
300 26553 40
ELK RIVER MINNESOTA
UTILITY
SCHEDULES
TTK
TTK
JDF
Page 192 of 294
SANITARY SERVICE PIPE SCHEDULE
PIPE
NAME
B8L5-B
B8L5-C
B8L6-A
B8L6-B
B8L6-C
B8L7-A
B8L7-B
B8L7-C
B8L8-A
B8L8-B
B8L8-C
B8L9-A
B8L9-B
B8L9-C
B9L1-A
B9L1-B
B9L1-C
B9L2-A
B9L2-B
B9L2-C
B9L3-A
B9L3-B
B9L3-C
B9L4-A
B9L4-B
B9L4-C
B9L5-A
B9L5-B
B9L5-C
B9L6-A
B9L6-B
B9L6-C
B9L7-A
B9L7-B
B9L7-C
B9L8-A
B9L8-B
B9L8-C
B9L9-A
B9L9-B
B9L9-C
B9L10-A
B9L10-B
B9L10-C
B9L11-A
B9L11-B
B9L11-C
B10L1-A
B10L1-B
B10L1-C
B10L2-A
B10L2-B
B10L2-C
B10L3-A
B10L3-B
B10L3-C
B11L1-A
B11L1-B
B11L1-C
B11L2-A
B11L2-B
B11L2-C
B11L3-A
B11L3-B
ALIGNMENT
LINCOLN STREET
LINCOLN STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
116+21' to 116+21'
116+21' to 116+21'
1003+56' to 1003+55'
1003+56' to 1003+56'
1003+56' to 1003+56'
1004+26' to 1004+26'
1004+27' to 1004+26'
1004+27' to 1004+27'
1004+97' to 1004+96'
1004+97' to 1004+97'
1004+97' to 1004+97'
1005+67' to 1005+67'
1005+68' to 1005+67'
1005+68' to 1005+68'
1007+04' to 1007+04'
1007+04' to 1007+04'
1007+04' to 1007+04'
1007+65' to 1007+65'
1007+65' to 1007+65'
1007+65' to 1007+65'
1008+27' to 1008+27'
1008+27' to 1008+27'
1008+27' to 1008+27'
1008+89' to 1008+89'
1008+88' to 1008+89'
1008+88' to 1008+88'
1009+52' to 1009+52'
1009+52' to 1009+52'
1009+52' to 1009+52'
1010+34' to 1010+34'
1010+35' to 1010+34'
1010+35' to 1010+35'
1011+19' to 1011+18'
1011+19' to 1011+19'
1011+19' to 1011+19'
1012+06' to 1012+06'
1012+07' to 1012+06'
1012+07' to 1012+07'
1012+68' to 1012+68'
1012+67' to 1012+68'
1012+67' to 1012+67'
1013+35' to 1013+35'
1013+35' to 1013+35'
1013+35' to 1013+35'
1013+99' to 1013+98'
1013+99' to 1013+99'
1013+99' to 1013+99'
1017+54' to 1017+54'
1017+54' to 1017+54'
1017+54' to 1017+54'
1018+17' to 1018+17'
1018+17' to 1018+17'
1018+17' to 1018+17'
1019+12' to 1019+13'
1019+10' to 1019+12'
1019+10' to 1019+10'
305+42' to 305+42'
305+43' to 305+42'
305+43' to 305+43'
305+95' to 305+95'
305+96' to 305+95'
305+96' to 305+96'
306+45' to 306+45'
306+47' to 306+45'
LOCATION
-38' L to -22' L
-40' L to -38' L
-26' L to -10' L
-38' L to -26' L
-40' L to -38' L
-22' L to -7' L
-37' L to -22' L
-40' L to -37' L
-17' L to -3' L
-38' L to -17' L
-40' L to -38' L
-16' L to -3' L
-37' L to -16' L
-40' L to -37' L
-6' L to 5' R
-37' L to -6' L
-40' L to -37' L
-6' L to 4' R
-37' L to -6' L
-40' L to -37' L
-9' L to 0' R
-37' L to -9' L
-40' L to -37' L
-8' L to 0' R
-37' L to -8' L
-40' L to -37' L
-11' L to -4' L
-37' L to -11' L
-40' L to -37' L
-8' L to -2' L
-37' L to -8' L
-40' L to -37' L
-10' L to -5' L
-37' L to -10' L
-40' L to -37' L
-5' L to -1' L
-37' L to -5' L
-40' L to -37' L
-8' L to -4' L
-37' L to -8' L
-40' L to -37' L
-5' L to 0' L
-37' L to -5' L
-40' L to -37' L
-4' L to 2' R
-37' L to -4' L
-40' L to -37' L
-10' L to 0' L
-37' L to -10' L
-40' L to -37' L
-13' L to -2' L
-37' L to -13' L
-40' L to -37' L
-16' L to -4' L
-36' L to -16' L
-40' L to -36' L
6' R to 5' R
38' R to 6' R
40' R to 38' R
1' R to 0' L
38' R to 1' R
40' R to 38' R
-2' L to -4' L
38' R to -2' L
START
ELEVATION
913.84
916.32
912.73
912.97
914.73
911.94
912.24
915.65
911.25
911.67
913.70
910.46
910.88
914.03
908.98
909.60
912.51
908.16
908.78
911.63
907.45
908.01
911.31
906.63
907.21
910.22
905.82
906.34
909.33
905.06
905.64
908.20
904.42
904.96
908.00
903.78
904.42
907.21
903.96
904.54
907.52
905.17
905.81
908.53
906.36
907.02
910.16
911.62
912.16
914.99
912.81
913.29
916.14
914.10
914.50
918.28
917.70
918.34
920.12
917.43
918.17
920.48
918.09
918.89
END
ELEVATION
913.52
913.84
896.73
912.73
912.97
896.94
911.94
912.24
897.25
911.25
911.67
897.46
910.46
910.88
897.98
908.98
909.60
898.16
908.16
908.78
898.45
907.45
908.01
898.63
906.63
907.21
898.82
905.82
906.34
899.06
905.06
905.64
899.42
904.42
904.96
899.78
903.78
904.42
899.96
903.96
904.54
900.17
905.17
905.81
900.36
906.36
907.02
901.62
911.62
912.16
901.81
912.81
913.29
902.10
914.10
914.50
916.70
917.70
918.34
916.43
917.43
918.17
916.09
918.09
PIPE
SIZE (IN)
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE
CLASS
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
PIPE
GRADE
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
PIPE
LENGTH (FT)
16
2
16
12
2
15
15
3
14
21
2
13
21
3
11
31
3
10
31
3
9
28
3
8
29
3
7
26
3
6
29
3
5
27
3
4
32
3
4
29
3
5
32
3
6
33
3
10
27
3
11
24
3
12
20
4
1
32
2
1
37
2
2
40
SANITARY SERVICE PIPE SCHEDULE
PIPE
NAME
B11L3-C
B11L4-A
B11L4-B
B11L4-C
B11L5-A
B11L5-B
B11L5-C
B11L6-A
B11L6-B
B11L6-C
B11L7-A
B11L7-B
B11L7-C
B11L8-A
B11L8-B
B11L8-C
B11L9-A
B11L9-B
B11L9-C
B11L10-A
B11L10-B
B11L10-C
OUT-A
OUT-B
OUT-C
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
ROAD H
ROAD H
ROAD H
STATION
306+47' to 306+47'
307+02' to 307+02'
307+03' to 307+02'
307+03' to 307+03'
307+58' to 307+58'
307+57' to 307+58'
307+57' to 307+57'
308+36' to 308+36'
308+35' to 308+36'
308+35' to 308+35'
309+45' to 309+45'
309+46' to 309+45'
309+46' to 309+46'
310+27' to 310+27'
310+28' to 310+27'
310+28' to 310+28'
311+16' to 311+16'
311+17' to 311+16'
311+17' to 311+17'
311+95' to 311+95'
311+96' to 311+95'
311+96' to 311+96'
1116+99' to 1116+99'
1116+99' to 1116+99'
1116+99' to 1116+99'
LOCATION
40' R to 38' R
2' R to -1' L
38' R to 2' R
40' R to 38' R
1' R to -2' L
38' R to 1' R
40' R to 38' R
4' R to 0' R
38' R to 4' R
40' R to 38' R
9' R to 4' R
38' R to 9' R
40' R to 38' R
8' R to 3' R
38' R to 8' R
40' R to 38' R
5' R to 1' R
37' R to 5' R
40' R to 37' R
7' R to 2' R
37' R to 7' R
40' R to 37' R
-18' L to 0' L
-37' L to -18' L
-40' L to -37' L
START
ELEVATION
920.68
918.70
919.42
921.52
918.42
919.16
920.79
919.04
919.72
921.49
919.39
919.97
921.82
918.88
919.48
921.06
917.14
917.78
921.03
915.75
916.35
919.40
905.40
905.78
908.78
END
ELEVATION
918.89
915.70
918.70
919.42
915.42
918.42
919.16
915.04
919.04
919.72
914.39
919.39
919.97
913.88
918.88
919.48
913.14
917.14
917.78
910.75
915.75
916.35
887.40
905.40
905.78
PIPE
SIZE (IN)
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
CL 52
PVC
PVC
PIPE
CLASS
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
SDR-35
DIP
SDR-35
SDR-35
PIPE
GRADE
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
100.0%
2.0%
100.0%
PIPE
LENGTH (FT)
2
3
36
2
3
37
2
4
34
2
5
29
2
5
30
2
4
32
3
5
30
3
18
19
3
SANITARY MAIN LINE
PIPE "A" (MAINLINE RISER)PIPE "B"
PIPE "A"
PIPE "C" (END RISER)
PIPE "B" (END RISER)
NOTE: THIS LAYOUT APPLIES TO BLOCK 4 LOTS
SANITARY MAIN LINE
NOTE: THIS LAYOUT APPLIES TO BLOCKS 1, 2, 3, 5, 6, AND 7
NOTE: WHEN SANITARY MAINLINE IS 30+ FEET DEEP, THE FIRST SANITARY SERVICE PIPE SECTION TO BE DIP TO MATCH MAINLINE PIPE
MATERIAL.
GENERAL NOTES:
·FOR DESIGN PURPOSES, THE SECTION OF ROADWAY BETWEEN THE IVANHOE/185TH INTERSECTION TO C.H. 40 WILL BE CONSIDERED AS
AN EXTENSION OF IVANHOE STREET INSTEAD OF 185TH AS THE ROADWAYS ARE LABELED.
·FOR DESIGN PURPOSES, 186TH AVENUE HAS THE QUALIFIER OF "EAST" TO SEPARATE IT FROM THE SECTION OF 186TH AVE THAT WAS
CONSTRUCTED DURING PHASE 1 AND IS CUT OFF BUT THE WETLAND TO REMAIN.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6.1 SCHEDULES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6.1 SCHEDULES (P2).DWG SAVED BY: TODD.KIRK 115OF
41
-
2024-08-26
22-26553
41 UTILITY SCHEDULES
300 26553 41
ELK RIVER MINNESOTA
UTILITY
SCHEDULES
TTK
TTK
JDF
Page 193 of 294
WATERMAIN SCHEDULE
ALIGNMENT
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
KENNEDY STREET
KENNEDY STREET
KENNEDY STREET
KENNEDY STREET
KENNEDY STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
114+80 TO 114+76
116+27 TO 114+80
116+67 TO 116+27
116+72 TO 116+68
116+83 TO 116+73
116+88 TO 116+83
116+96 TO 116+88
117+04 TO 116+96
117+05 TO 117+08
117+09 TO 117+58
117+58 TO 117+61
202+32 TO 202+62
211+63 TO 211+60
213+15 TO 211+64
213+33 TO 213+15
213+37 TO 213+34
305+67 TO 306+09
306+09 TO 306+46
306+46 TO 306+46
306+46 TO 306+46
306+46 TO 306+92
306+92 TO 307+98
307+99 TO 307+99
307+99 TO 307+99
307+99 TO 308+38
308+39 TO 309+45
309+46 TO 309+75
309+76 TO 309+79
309+80 TO 310+44
310+44 TO 311+08
311+08 TO 312+25
312+26 TO 312+80
312+80 TO 313+38
313+39 TO 313+55
313+55 TO 313+55
313+55 TO 313+55
313+55 TO 313+78
313+80 TO 313+87
313+88 TO 313+92
313+93 TO 314+37
314+37 TO 314+81
314+81 TO 315+91
315+91 TO 317+14
317+14 TO 317+14
317+14 TO 317+14
317+14 TO 320+75
320+76 TO 320+79
320+80 TO 321+07
321+07 TO 322+04
322+05 TO 322+47
322+48 TO 323+01
323+01 TO 323+01
323+01 TO 323+01
323+01 TO 323+07
323+08 TO 323+08
323+08 TO 323+09
323+08 TO 323+11
323+09 TO 323+87
323+13 TO 327+61
323+87 TO 323+88
327+61 TO 328+63
328+63 TO 328+73
328+74 TO 328+78
328+79 TO 329+13
LOCATION
-14' TO -14'
-13' TO -14'
-14' TO -13'
-14' TO -14'
-14' TO -14'
-14' TO -14'
-13' TO -14'
-14' TO -13'
-14' TO -14'
-15' TO -17'
-17' TO -17'
-595' TO -613'
11' TO 11'
11' TO 11'
9' TO 11'
8' TO 9'
-12' TO -12'
-12' TO -15'
-19' TO -21'
-15' TO -19'
-15' TO -10'
-10' TO -12'
-19' TO -21'
-13' TO -19'
-12' TO -13'
-13' TO -12'
-12' TO -10'
-10' TO -10'
-10' TO -12'
-12' TO -10'
-10' TO -10'
-10' TO -12'
-13' TO -14'
-14' TO -15'
-19' TO -21'
-15' TO -19'
-15' TO -14'
-14' TO -14'
-14' TO -14'
-14' TO -14'
-14' TO -14'
-14' TO -11'
-11' TO -11'
-19' TO -21'
-12' TO -19'
-11' TO -11'
-11' TO -11'
-11' TO -12'
-12' TO -14'
-14' TO -13'
-13' TO -8'
-19' TO -21'
-9' TO -19'
-8' TO -8'
-9' TO -12'
-13' TO -100'
-8' TO -8'
-100' TO -362'
-8' TO -5'
-362' TO -366'
-5' TO -14'
-14' TO -11'
-10' TO -9'
-9' TO 5'
PIPE
TYPE
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
C900
C900
DIP
C900
DIP
C900
DIP
DIP
DIP
DIP
** PIPE
LENGTH (FT)
4
146
39
4
9
4
8
7
3
47
3
36
3
151
18
3
40
34
2
3
43
104
2
6
40
109
30
3
65
65
118
52
55
15
2
3
22
7
4
41
41
107
123
2
7
360
3
28
100
44
55
2
10
6
3
87
3
274
448
4
101
11
3
37
PIPE
SIZE (IN)
8
8
8
8
8
8
8
8
8
8
6
12
6
8
8
8
12
12
6
6
12
12
6
6
12
12
12
12
12
12
12
12
12
12
6
6
12
12
12
12
12
12
12
6
6
12
12
12
12
12
12
6
6
12
8
8
12
8
12
6
12
12
12
12
WATERMAIN SCHEDULE
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
GRANT STREET
GRANT STREET
GRANT STREET
GRANT STREET
GRANT STREET
GRANT STREET
GRANT STREET
GRANT STREET
186TH AVENUE - EAST
186TH AVENUE - EAST
186TH AVENUE - EAST
186TH AVENUE - EAST
186TH AVENUE - EAST
186TH AVENUE - EAST
186TH AVENUE - EAST
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
ROAD H
ROAD H
ROAD H
ROAD H
ROAD H
ROAD H
STATION
329+14 TO 329+78
329+78 TO 332+42
332+43 TO 332+56
507+61 TO 507+58
507+69 TO 507+61
508+78 TO 507+69
508+78 TO 508+79
508+79 TO 508+79
508+96 TO 508+79
509+07 TO 508+97
509+11 TO 509+08
801+11 TO 801+14
801+15 TO 801+50
801+50 TO 801+49
801+51 TO 801+50
801+51 TO 801+57
801+57 TO 802+01
802+02 TO 802+05
1001+15 TO 1001+19
1001+20 TO 1001+28
1001+28 TO 1001+48
1001+48 TO 1001+48
1001+48 TO 1001+48
1001+49 TO 1003+06
1003+07 TO 1004+10
1004+10 TO 1005+13
1005+14 TO 1005+30
1005+30 TO 1005+31
1005+31 TO 1005+31
1005+31 TO 1006+07
1006+08 TO 1006+11
1006+12 TO 1006+22
1006+23 TO 1008+18
1008+18 TO 1009+24
1009+24 TO 1009+25
1009+25 TO 1009+25
1009+25 TO 1009+80
1009+81 TO 1011+00
1011+00 TO 1011+93
1011+93 TO 1012+83
1012+83 TO 1012+83
1012+84 TO 1012+83
1012+84 TO 1014+51
1013+43 TO 1013+41
1013+46 TO 1013+44
1013+75 TO 1013+47
1013+85 TO 1013+75
1014+50 TO 1013+86
1014+51 TO 1014+50
1014+51 TO 1014+51
1014+52 TO 1015+59
1015+59 TO 1016+53
1016+54 TO 1016+54
1016+54 TO 1016+54
1016+54 TO 1019+33
1019+33 TO 1019+74
1019+74 TO 1020+37
1020+38 TO 1020+41
1115+87 TO 1115+83
1116+08 TO 1115+87
1116+10 TO 1116+09
1116+14 TO 1116+11
1116+16 TO 1116+15
1116+63 TO 1116+17
LOCATION
5' TO 12'
12' TO 10'
10' TO 10'
14' TO 15'
14' TO 14'
13' TO 14'
14' TO 19'
19' TO 21'
11' TO 13'
11' TO 11'
11' TO 11'
-10' TO -9'
-9' TO -9'
-20' TO -23'
-10' TO -20'
-9' TO -10'
-10' TO -2'
-2' TO -2'
13' TO 13'
13' TO 11'
11' TO 11'
19' TO 22'
12' TO 18'
11' TO 13'
13' TO 13'
13' TO 13'
13' TO 12'
12' TO 19'
19' TO 21'
12' TO 12'
12' TO 12'
12' TO 11'
11' TO 10'
10' TO 14'
15' TO 19'
19' TO 21'
14' TO 15'
15' TO 12'
12' TO 11'
11' TO 7'
19' TO 21'
8' TO 19'
7' TO 14'
-358' TO -359'
-358' TO -358'
-332' TO -357'
-319' TO -332'
-136' TO -318'
9' TO -135'
14' TO 10'
14' TO 11'
11' TO 15'
19' TO 21'
16' TO 19'
15' TO 12'
12' TO 11'
11' TO 10'
10' TO 10'
11' TO 11'
11' TO 11'
11' TO 11'
11' TO 11'
11' TO 11'
11' TO 11'
PIPE
TYPE
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
C900
C900
C900
C900
C900
C900
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
** PIPE
LENGTH (FT)
65
264
13
3
7
105
5
2
18
11
3
3
36
3
10
7
47
3
3
8
20
3
7
159
105
106
17
6
2
77
3
10
193
105
4
2
57
122
94
92
2
11
166
3
3
41
18
196
145
3
107
93
2
3
280
43
64
3
4
21
1
3
1
46
PIPE
SIZE (IN)
12
12
12
6
8
8
6
6
8
8
8
8
8
6
6
8
8
6
8
8
8
6
6
8
8
8
8
6
6
8
8
8
8
8
6
6
8
8
8
8
6
6
8
6
8
8
8
8
8
8
8
8
6
6
8
8
8
8
6
8
8
8
8
8
WATERMAIN FITTING SCHEDULE
ALIGNMENT
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
KENNEDY STREET
KENNEDY STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
GRANT STREET
GRANT STREET
GRANT STREET
GRANT STREET
186TH AVENUE - EAST
186TH AVENUE - EAST
186TH AVENUE - EAST
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
STATION
114+80
116+27
116+68
116+73
116+83
116+88
116+96
117+04
117+58
211+63
213+15
305+67
306+09
306+46
306+92
307+99
308+39
309+46
309+75
310+44
311+08
312+26
312+80
313+39
313+55
313+79
313+88
314+37
314+81
317+14
320+75
321+07
322+04
322+47
323+01
323+08
323+09
323+87
327+61
328+63
328+78
329+14
329+78
332+57
507+61
507+69
508+78
508+96
801+51
801+57
802+02
1001+28
1001+48
1003+07
1004+10
1005+14
1005+30
1006+08
1006+22
1008+18
1009+24
1009+81
1011+00
1011+93
LOCATION
-14
-13
-14
-14
-14
-14
-13
-14
-17
11
11
-12
-12
-15
-10
-12
-13
-12
-10
-12
-10
-10
-12
-14
-15
-14
-14
-14
-14
-11
-11
-12
-14
-13
-8
-8
-100
-362
-5
-15
-9
5
12
10
14
14
13
11
-9
-10
-2
11
11
13
13
13
12
12
11
10
14
15
12
11
TYPE
BEND
BEND
BEND
BEND
BEND
BEND
BEND
TEE
REDUCER
REDUCER
BEND
BEND
BEND
TEE
BEND
TEE
BEND
BEND
TEE
BEND
BEND
BEND
BEND
BEND
TEE
TEE
BEND
BEND
BEND
TEE
TEE
BEND
BEND
BEND
TEE
TEE
BEND
REDUCER
BEND
BEND
CROSS
BEND
BEND
TEE
REDUCER
BEND
TEE
BEND
TEE
BEND
REDUCER
BEND
TEE
BEND
BEND
BEND
TEE
TEE
BEND
BEND
TEE
BEND
BEND
BEND
SIZE
8''x11.25°
8''x11.25°
8''x45°
8''x45°
8''x45°
8''x45°
8''x11.25°
8''x8''
8''x6''
8''x6''
8''x11.25°
12''x11.25°
12''x11.25°
12''x6''
12''x22.5°
12''x6''
12''x11.25°
12''x11.25°
12''x8''
12''x11.25°
12''x11.25°
12''x11.25°
12''x11.25°
12''x11.25°
12''x6''
12''x8''
12''x11.25°
12''x11.25°
12''x11.25°
12''x6''
12''x8''
12''x11.25°
12''x11.25°
12''x11.25°
12''x6''
12''x8''
8''x11.25°
8''x6''
12''x11.25°
12''x22.5°
12''x8''
12''x22.5°
12''x11.25°
16''x12''
8''x6''
8''x11.25°
8''x6''
8''x11.25°
8''x6''
8''x22.5°
8''x6''
8''x11.25°
8''x6''
8''x11.25°
8''x11.25°
8''x11.25°
8''x6''
8''x8''
8''x11.25°
8''x11.25°
8''x6''
8''x11.25°
8''x11.25°
8''x11.25°
WEIGHT
(LBS)
44
44
50
50
50
50
44
90
39
39
44
68
68
119
81
119
68
68
126
68
68
68
68
68
119
126
68
68
68
119
126
68
68
68
119
126
44
39
68
81
149
81
68
277
39
44
79
44
79
50
39
44
79
44
44
44
79
90
44
44
79
44
44
44
WATERMAIN FITTING SCHEDULE
ALIGNMENT
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
ROAD H
ROAD H
ROAD H
ROAD H
ROAD H
ROAD H
ROAD H
STATION
1012+84
1013+43
1013+47
1013+75
1013+85
1014+50
1014+51
1015+59
1016+54
1019+33
1019+74
1115+87
1116+09
1116+11
1116+14
1116+16
1117+07
1117+21
LOCATION
7
-358
-357
-332
-319
-136
14
11
15
12
11
11
11
11
11
11
11
11
TYPE
TEE
REDUCER
BEND
BEND
BEND
BEND
TEE
BEND
TEE
BEND
BEND
REDUCER
BEND
BEND
BEND
BEND
TEE
REDUCER
SIZE
8''x6''
8''x6''
8''x22.5°
8''x11.25°
8''x22.5°
8''x22.5°
8''x8''
8''x11.25°
8''x6''
8''x22.5°
8''x11.25°
8''x6''
8''x45°
8''x45°
8''x45°
8''x45°
8''x6''
8''x6''
WEIGHT
(LBS)
79
39
50
44
50
50
90
44
79
50
44
39
50
50
50
50
79
39
VALVE SCHEDULE
ALIGNMENT
LINCOLN STREET
KENNEDY STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
GRANT STREET
GRANT STREET
186TH AVENUE - EAST
186TH AVENUE - EAST
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
ROAD H
ROAD H
ROAD H
STATION
117+09
213+33
306+46
307+99
309+80
313+55
313+92
317+14
320+79
323+01
323+08
323+12
328+74
332+42
508+79
509+08
801+15
801+50
1001+19
1001+48
1005+31
1006+12
1009+25
1012+83
1014+51
1016+54
1020+37
1116+63
1116+72
1117+07
LOCATION
-14
9
-19
-19
-10
-19
-14
-19
-11
-19
-12
-8
-10
10
19
11
-9
-20
13
19
19
12
19
19
10
19
10
11
11
19
TYPE
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
GV & BOX
SIZE
8''
8''
6''
6''
12''
6''
12''
6''
12''
6''
8''
12''
12''
12''
6''
8''
8''
6''
8''
6''
6''
8''
6''
6''
8''
6''
8''
8''
8''
6''
HYDRANT SCHEDULE
ALIGNMENT
LINCOLN STREET
KENNEDY STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
GRANT STREET
GRANT STREET
186TH AVENUE - EAST
186TH AVENUE - EAST
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
ROAD H
ROAD H
ROAD H
STATION
117+61
211+60
306+46
307+99
313+55
317+14
323+01
323+88
507+58
508+79
801+49
802+05
1001+48
1005+31
1009+25
1012+83
1013+41
1016+54
1115+83
1117+07
1117+25
LOCATION
-17
11
-21
-21
-21
-21
-21
-366
15
21
-23
-2
22
21
21
21
-359
21
11
22
11
TYPE
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
SIZE
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
5''x 7'-6''
NOTES
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
Hydrant 7-6''
WATERMAIN SCHEDULE
ALIGNMENT
ROAD H
ROAD H
ROAD H
ROAD H
ROAD H
ROAD H
ROAD H
STATION
1116+67 TO 1116+64
1116+68 TO 1116+71
1116+72 TO 1117+06
1117+07 TO 1117+07
1117+07 TO 1117+07
1117+07 TO 1117+21
1117+22 TO 1117+25
LOCATION
11' TO 11'
11' TO 11'
11' TO 11'
19' TO 22'
12' TO 19'
11' TO 11'
11' TO 11'
PIPE
TYPE
DIP
DIP
DIP
DIP
DIP
DIP
DIP
** PIPE
LENGTH (FT)
3
3
34
3
7
14
4
PIPE
SIZE (IN)
8
8
8
6
6
8
6
** PIPE LENGTHS EXCLUDE ALL TEES, VALVES, AND FITTINGS
NOTES:
·CONTRACTOR TO SUBMIT A WATERMAIN TESTING PLAN TO ELK RIVER MUNICIPAL
UTILITIES PRIOR TO CONSTRUCTION.
·ANY NEW SERVICES TAPPED INTO THE EXISTING WATERMAIN SHALL REQUIRE A VISUAL
INSPECTION.
GENERAL NOTES:
·FOR DESIGN PURPOSES, THE SECTION OF ROADWAY BETWEEN THE IVANHOE/185TH
INTERSECTION TO C.H. 40 WILL BE CONSIDERED AS AN EXTENSION OF IVANHOE STREET
INSTEAD OF 185TH AS THE ROADWAYS ARE LABELED.
·FOR DESIGN PURPOSES, 186TH AVENUE HAS THE QUALIFIER OF "EAST" TO SEPARATE IT
FROM THE SECTION OF 186TH AVE THAT WAS CONSTRUCTED DURING PHASE 1 AND IS
CUT OFF BUT THE WETLAND TO REMAIN.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6.1 SCHEDULES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6.1 SCHEDULES (P2).DWG SAVED BY: TODD.KIRK 115OF
42
-
2024-08-26
22-26553
42 UTILITY SCHEDULES
300 26553 42
ELK RIVER MINNESOTA
UTILITY
SCHEDULES
TTK
TTK
JDF
Page 194 of 294
WATER SERVICE SCHEDULE
NAME
B1L1
B1L2
B1L3
B1L4
B1L5
B1L6
B2L1
B2L2
B2L3
B2L4
B2L5
B2L6
B2L7
B2L8
B2L9
B2L10
B2L11
B2L12
B2L13
B2L14
B2L15
B3L1
B3L2
B3L3
B4L1
B4L2
B4L3
B4L4
B4L5
B4L6
B4L7
B4L8
B4L9
B4L10
B4L11
B4L12
B4L13
B4L14
B4L15
B4L16
B4L17
B5L1
B5L2
B5L3
B5L4
B5L5
B5L6
B5L7
B5L8
B5L9
B5L10
B6L1
B6L2
B6L3
B6L4
B6L5
B7L4
B7L5
B7L6
B7L7
B7L8
B8L2
B8L3
B8L4
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
STATION
305+78 TO 305+80
306+76 TO 306+78
307+59 TO 307+58
308+09 TO 308+08
308+58 TO 308+57
309+35 TO 309+35
310+96 TO 310+97
311+52 TO 311+53
312+13 TO 312+13
312+91 TO 312+94
314+44 TO 314+41
315+36 TO 315+35
315+92 TO 315+92
316+47 TO 316+47
317+02 TO 317+02
317+57 TO 317+57
318+15 TO 318+15
318+67 TO 318+67
319+22 TO 319+22
319+77 TO 319+77
320+32 TO 320+32
321+64 TO 321+65
322+18 TO 322+19
322+76 TO 322+76
1017+15 TO 1017+15
1017+85 TO 1017+85
1018+54 TO 1018+54
1019+14 TO 1019+21
1019+65 TO 1019+63
314+78 TO 314+77
315+41 TO 315+38
316+08 TO 316+08
316+73 TO 316+73
317+38 TO 317+38
318+03 TO 318+03
318+71 TO 318+71
319+33 TO 319+33
319+98 TO 319+98
320+63 TO 320+63
321+54 TO 321+53
322+45 TO 322+44
1009+67 TO 1009+68
1010+26 TO 1010+26
1010+84 TO 1010+85
1011+43 TO 1011+43
1012+04 TO 1012+05
1012+47 TO 1012+46
1013+07 TO 1013+07
1013+76 TO 1013+76
1014+45 TO 1014+45
1015+15 TO 1015+15
1003+36 TO 1003+37
1003+95 TO 1003+95
1004+53 TO 1004+54
1005+16 TO 1005+17
1005+75 TO 1005+75
114+63 TO 114+62
115+48 TO 115+49
116+06 TO 116+07
116+47 TO 116+46
117+02 TO 117+01
114+53 TO 114+54
115+00 TO 115+01
115+57 TO 115+56
LOCATION
-40' TO -13'
-40' TO -13'
-40' TO -13'
-40' TO -12'
-40' TO -12'
-40' TO -12'
-40' TO -10'
-40' TO -7'
-40' TO -9'
-40' TO -14'
-40' TO -14'
-40' TO -15'
-40' TO -11'
-40' TO -11'
-40' TO -11'
-40' TO -11'
-40' TO -11'
-40' TO -11'
-40' TO -11'
-40' TO -11'
-40' TO -11'
-40' TO -10'
-40' TO -13'
-40' TO -10'
40' TO 15'
40' TO 13'
40' TO 9'
40' TO 9'
40' TO 10'
40' TO -14'
40' TO -14'
40' TO -11'
40' TO -11'
40' TO -11'
40' TO -11'
40' TO -11'
40' TO -11'
40' TO -11'
40' TO -11'
40' TO -10'
40' TO -13'
40' TO 14'
40' TO 10'
40' TO 10'
40' TO 9'
40' TO 9'
40' TO 7'
40' TO 9'
40' TO 13'
40' TO 14'
40' TO 13'
40' TO 11'
40' TO 12'
40' TO 10'
40' TO 13'
40' TO 12'
40' TO -12'
40' TO -17'
40' TO -15'
40' TO -14'
40' TO -14'
-40' TO -11'
-40' TO -14'
-40' TO -17'
PIPE
TYPE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
PIPE
LENGTH (FT)
27
27
26
28
28
28
30
32
30
26
26
25
29
29
29
29
29
29
29
29
29
29
27
30
24
26
31
31
30
54
54
50
50
50
50
50
50
50
50
50
53
26
30
29
31
30
33
31
27
25
26
29
28
29
27
28
52
56
55
54
53
28
25
23
PIPE
SIZE (IN)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
WATER SERVICE SCHEDULE
NAME
B8L5
B8L6
B8L7
B8L8
B8L9
B9L1
B9L2
B9L3
B9L4
B9L5
B9L6
B9L7
B9L8
B9L9
B9L10
B9L11
B10L1
B10L2
B10L3
B11L1
B11L2
B11L3
B11L4
B11L5
B11L6
B11L7
B11L8
B11L9
B11L10
OUTLOT
ALIGNMENT
LINCOLN STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
ROAD H
STATION
116+31 TO 116+30
1003+59 TO 1003+58
1004+30 TO 1004+28
1005+00 TO 1004+99
1005+71 TO 1005+69
1007+06 TO 1007+07
1007+68 TO 1007+69
1008+30 TO 1008+30
1008+91 TO 1008+92
1009+55 TO 1009+55
1010+38 TO 1010+37
1011+22 TO 1011+21
1012+10 TO 1012+09
1012+71 TO 1012+71
1013+38 TO 1013+38
1014+02 TO 1014+01
1017+57 TO 1017+57
1018+20 TO 1018+20
1019+14 TO 1019+17
305+41 TO 305+38
305+94 TO 305+92
306+44 TO 306+42
307+00 TO 306+98
307+54 TO 307+56
308+32 TO 308+33
309+43 TO 309+42
310+24 TO 310+23
311+14 TO 311+13
311+93 TO 311+92
1117+02 TO 1117+02
LOCATION
-40' TO -13'
-40' TO 10'
-40' TO 11'
-40' TO 12'
-40' TO 11'
-40' TO 16'
-40' TO 14'
-40' TO 11'
-40' TO 14'
-40' TO 14'
-40' TO 9'
-40' TO 10'
-40' TO 9'
-40' TO 7'
-40' TO 11'
-40' TO 13'
-40' TO 15'
-40' TO 11'
-40' TO 9'
40' TO -13'
40' TO -13'
40' TO -15'
40' TO -11'
40' TO -14'
40' TO -13'
40' TO -12'
40' TO -11'
40' TO -10'
40' TO -8'
-40' TO 11'
PIPE
TYPE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
ENDOPURE
PIPE
LENGTH (FT)
26
50
51
51
51
55
54
51
54
53
49
49
49
46
50
53
54
51
48
53
53
54
51
53
53
52
50
49
47
51
PIPE
SIZE (IN)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CURB STOP SCHEDULE
NAME
B1L1
B1L2
B1L3
B1L4
B1L5
B1L6
B2L1
B2L2
B2L3
B2L4
B2L5
B2L6
B2L7
B2L8
B2L9
B2L10
B2L11
B2L12
B2L13
B2L14
B2L15
B3L1
B3L2
B3L3
B4L1
B4L2
B4L3
B4L4
B4L5
B4L6
B4L7
B4L8
B4L9
B4L10
B4L11
B4L12
B4L13
B4L14
B4L15
B4L16
B4L17
B5L1
B5L2
B5L3
B5L4
B5L5
B5L6
B5L7
B5L8
B5L9
B5L10
B6L1
B6L2
B6L3
B6L4
B6L5
B7L4
B7L5
B7L6
B7L7
B7L8
B8L2
B8L3
B8L4
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
STATION
305+78
306+76
307+59
308+09
308+58
309+35
310+96
311+52
312+13
312+91
314+44
315+36
315+92
316+47
317+02
317+57
318+15
318+67
319+22
319+77
320+32
321+64
322+18
322+76
1017+15
1017+85
1018+54
1019+14
1019+65
314+78
315+41
316+08
316+73
317+38
318+03
318+71
319+33
319+98
320+63
321+54
322+45
1009+67
1010+26
1010+84
1011+43
1012+04
1012+47
1013+07
1013+76
1014+45
1015+15
1003+36
1003+95
1004+53
1005+16
1005+75
114+63
115+48
116+06
116+47
117+02
114+53
115+00
115+57
LOCATION
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
-40
-40
-40
TYPE
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
CURB STOP SCHEDULE
NAME
B8L5
B8L6
B8L7
B8L8
B8L9
B9L1
B9L2
B9L3
B9L4
B9L5
B9L6
B9L7
B9L8
B9L9
B9L10
B9L11
B10L1
B10L2
B10L3
B11L1
B11L2
B11L3
B11L4
B11L5
B11L6
B11L7
B11L8
B11L9
B11L10
OUTLOT
ALIGNMENT
LINCOLN STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
ROAD H
STATION
116+31
1003+59
1004+30
1005+01
1005+71
1007+06
1007+68
1008+30
1008+91
1009+55
1010+38
1011+22
1012+10
1012+71
1013+38
1014+02
1017+57
1018+20
1019+14
305+41
305+94
306+44
307+00
307+54
308+32
309+43
310+24
311+14
311+93
1117+02
LOCATION
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
-40
40
40
40
40
40
40
40
40
40
40
-40
TYPE
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
1" CURB STOP
GENERAL NOTES:
·FOR DESIGN PURPOSES, THE SECTION OF ROADWAY BETWEEN THE IVANHOE/185TH INTERSECTION TO C.H. 40 WILL BE CONSIDERED AS
AN EXTENSION OF IVANHOE STREET INSTEAD OF 185TH AS THE ROADWAYS ARE LABELED.
·FOR DESIGN PURPOSES, 186TH AVENUE HAS THE QUALIFIER OF "EAST" TO SEPARATE IT FROM THE SECTION OF 186TH AVE THAT WAS
CONSTRUCTED DURING PHASE 1 AND IS CUT OFF BUT THE WETLAND TO REMAIN.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6.1 SCHEDULES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6.1 SCHEDULES (P2).DWG SAVED BY: TODD.KIRK 115OF
43
-
2024-08-26
22-26553
43 UTILITY SCHEDULES
300 26553 43
ELK RIVER MINNESOTA
UTILITY
SCHEDULES
TTK
TTK
JDF
Page 195 of 294
STORM DRAIN STRUCTURE SCHEDULE
STRUCTURE
NO.
ST-1
ST-3
ST-4
ST-4A
ST-5
ST-6
ST-6A
ST-7
ST-9
ST-10
ST-12
ST-13
ST-14
ST-15
ST-16
ST-16A
ST-17
ST-18
ST-19
ST-20
ST-28
ST-29
ST-30
ST-31
ST-32
ST-33
ST-34
ST-35
ST-36
ST-37
ST-38
ST-39
ST-40
ST-41
ST-42
ST-43
ST-44
ST-45
ST-46
ST-47
ST-48
ST-50
ST-51
ST-52
ST-53
ST-54
ST-55
ST-56
ST-61
ST-62
ST-63
ST-64
ST-65
ST-66
ST-67
ST-68
ST-69
ST-70
ST-72
ST-73
ALIGNMENT
BASIN B OUTLET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
NORTH SHORE TRAIL
BASIN J OUTLET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
KENNEDY STREET
KENNEDY STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
186TH AVENUE - EAST
186TH AVENUE - EAST
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
BASIN K OUTLET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
GRANT STREET
GRANT STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
0+70
116+25
116+84
116+25
1001+33
1002+61
1001+37
1003+07
11+16
0+70
1012+22
1012+22
1010+68
1009+11
1006+53
1009+11
212+88
212+95
1005+88
1005+92
1016+81
1016+82
1016+82
305+27
306+46
307+99
308+61
309+29
312+22
312+35
310+58
310+16
801+33
801+33
312+35
312+72
315+84
316+94
318+04
319+34
0+82
320+93
320+46
316+94
316+59
320+46
508+90
508+90
326+52
326+52
329+56
329+04
329+04
328+94
328+57
328+69
328+34
329+91
328+68
328+39
LOCATION
0'
17' R
17' R
17' L
17' L
23' L
17' R
160' L
93' L
0'
17' R
17' L
17' L
17' L
17' L
17' R
17' L
17' R
17' L
17' R
171' R
17' R
17' L
89' L
177' L
191' L
208' L
256' L
161' R
17' R
17' R
17' L
17' R
17' L
17' L
160' L
191' L
181' L
172' L
160' L
0'
17' R
17' R
17' R
17' L
17' L
17' R
17' L
17' R
17' L
35' R
17' R
17' L
33' L
33' L
33' R
33' R
38' L
54' R
18' R
STRUCTURE
TYPE
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
MnDOT 4020
STRUCTURE
SIZE (IN)
48 Ø
60 Ø
60 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
60 Ø
48 Ø
60 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
60 Ø
60 Ø
48 Ø
48 Ø
48 Ø
60 Ø
72 Ø
48 Ø
48 Ø
48 Ø
48 Ø
60 Ø
60 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
60 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
60 Ø
60 Ø
48 Ø
60 Ø
60 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
48 Ø
STRUCTURE
MATERIAL
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
CASTING
NEENAH R-1733-C "STORM SEWER" STAMP
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-1733-C "STORM SEWER" STAMP
NEENAH R-3067-V
NEENAH R-4342
NEENAH R-4342
NEENAH R-1733-C "STORM SEWER" STAMP
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-1733-C "STORM SEWER" STAMP
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-4342
NEENAH R-4342
NEENAH R-4342
NEENAH R-4342
NEENAH R-4342
NEENAH R-1733-C "STORM SEWER" STAMP
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-4342
NEENAH R-4342
NEENAH R-4342
NEENAH R-4342
NEENAH R-4342
NEENAH R-1733-C "STORM SEWER" STAMP
NEEHNAH R-3067-V
NEENAH R-3501-TB
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-1733-C "STORM SEWER" STAMP
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-1733-C "STORM SEWER" STAMP
NEENAH R-1733-C "STORM SEWER" STAMP
NEENAH R-1733-C "STORM SEWER" STAMP
STRUCTURE HEIGHT
(LN FT)
8.00
13.36
11.53
4.80
11.04
8.88
5.00
3.44
3.62
8.49
7.67
5.65
5.52
5.51
6.20
4.80
5.78
5.25
5.35
4.80
6.35
5.36
5.00
9.13
7.79
7.37
6.95
6.48
7.45
14.89
5.44
5.48
5.26
4.90
14.59
4.79
4.07
3.76
3.39
3.08
6.98
9.64
5.30
5.15
5.00
5.04
5.00
6.01
10.07
8.21
8.21
5.45
5.11
5.37
4.87
5.30
5.23
5.98
8.10
7.73
* TOP OF CASTING
ELEVATION
916.00
924.36
924.53
924.36
924.49
923.36
924.51
919.05
914.67
910.00
914.97
914.97
916.23
917.80
920.52
917.80
920.68
920.64
921.17
920.99
915.05
922.11
922.11
922.45
921.82
922.04
922.27
922.54
917.58
927.16
929.25
930.01
930.23
930.24
927.16
918.00
917.87
918.15
918.43
918.90
912.76
922.48
922.34
924.95
925.24
922.44
922.75
922.79
910.81
910.81
916.83
915.95
915.95
916.47
916.27
916.20
916.50
919.00
916.35
915.74
SUMP
ELEVATION
908.00
911.00
913.00
919.56
913.45
914.49
919.51
915.61
911.05
901.51
907.30
909.33
910.72
912.29
914.32
913.00
914.90
915.40
915.83
916.19
908.69
916.75
917.11
913.32
914.03
914.67
915.32
916.07
910.13
912.27
923.81
924.54
924.98
925.34
912.57
913.20
913.81
914.39
915.04
915.82
905.78
912.84
917.04
919.80
920.24
917.40
917.75
916.78
900.74
902.60
908.63
910.49
910.84
911.10
911.41
910.90
911.27
913.02
908.25
908.01
SUMP
DEPTH
0.50'
2.00'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
2.00'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
2.00'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
2.00'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
2.00'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
2.00'
0.50'
2.00'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
0.50'
OUTLET
INVERT
908.50
913.00
913.50
920.06
913.95
914.99
920.01
916.11
911.55
902.01
909.30
909.83
911.22
912.79
914.82
913.50
915.40
915.90
916.33
916.69
910.69
917.25
917.61
913.82
914.53
915.17
915.82
916.57
912.13
912.77
924.31
925.04
925.48
925.84
913.07
913.70
914.31
914.89
915.54
916.32
906.28
914.84
917.54
920.30
920.74
917.90
918.25
917.28
902.74
903.10
910.63
910.99
911.34
911.60
911.91
911.40
911.77
913.52
908.75
908.51
OUTLET
PIPE
P-1
P-3
P-4
P-4A
P-5
P-6
P-6A
P-7
P-9
P-10
P-12
P-13
P-14
P-15
P-16
P-16A
P-17
P-18
P-19
P-20
P-28
P-29
P-30
P-31
P-32
P-33
P-34
P-35
P-36
P-37
P-38
P-39
P-40
P-41
P-42
P-43
P-44
P-45
P-46
P-47
P-48
P-50
P-51
P-52
P-53
P-54
P-55
P-56
P-61
P-62
P-63
P-64
P-65
P-66
P-67
P-68
P-69
P-70
P-73
P-74
STORM DRAIN APRON SCHEDULE
APRON
NO.
FES-1
FES-2
FES-3
FES-9
FES-10
FES-11
FES-12
FES-21
FES-21A
FES-22
FES-22A
FES-23
FES-23A
FES-24
FES-24A
FES-25
FES-25A
FES-26
FES-26A
FES-27
FES-27A
FES-28
FES-36
FES-48
FES-49
FES-50
FES-58
FES-58A
FES-61
FES-63
FES-70
FES-71
FES-72
ALIGNMENT
BASIN B OUTLET
BASIN B OUTLET
LINCOLN STREET
NORTH SHORE TRAIL
BASIN J OUTLET
BASIN J OUTLET
185TH AVENUE
BASIN I OUTLET
BASIN I OUTLET
BASIN I OUTLET
BASIN I OUTLET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
BASIN K OUTLET
BASIN K OUTLET
IVANHOE STREET
BASIN O OUTLET
BASIN O OUTLET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
1+24
0+56
116+25
11+23
1+37
0+55
1012+22
0+80
0+55
0+80
0+55
1016+06
1016+06
1016+14
1016+13
1016+09
1016+06
1016+03
1016+01
1015+97
1015+96
1017+11
311+98
1+67
0+54
320+93
1+34
0+56
326+19
329+56
329+89
329+91
329+17
LOCATION
0'
0'
183' R
68' L
0'
0'
193' R
2' R
2' R
2' L
2' L
494' R
444' R
494' R
444' R
160' R
97' L
160' R
92' L
147' R
83' L
192' R
194' R
0'
0'
189' R
0'
0'
50' R
77' R
67' R
56' L
75' R
APRON
SIZE (IN)
18
12
24
18
18
18
24
12
12
12
12
24
24
24
24
24
24
24
24
24
24
15
36
18
18
24
12
12
30
30
18
18
18
APRON
MATERIAL
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RCP
RC
RC
RC
RC
RC
RCP
RCP
RC
RC
RC
INVERT
ELEVATION
908.23
913.50
912.00
911.41
901.00
907.20
906.00
908.93
910.20
908.93
910.20
902.50
902.75
902.50
902.75
904.52
905.80
904.52
906.90
907.85
909.00
910.00
912.00
905.00
911.10
910.00
909.58
913.50
902.50
910.50
913.00
916.30
912.00
PIPE
NO.
P-1
P-2
P-3
P-9
P-10
P-11
P-12
P-21
P-21
P-22
P-22
P-23
P-23
P-24
P-24
P-25
P-25
P-26
P-26
P-27
P-27
P-28
P-36
P-48
P-49
P-50
P-58
P-58
P-61
P-63
P-70
P-71
P-72
BACK OF CURB ELEVATION
(AT MIDDLE OF CASTING ALONG CURBLINE)
FLOWLINE ELEVATION
(AT MIDDLE OF CASTING ALONG CURBLINE)
FRAME HEIGHT
(SEE MANUFACTURERS SPECS)
NOTES:
·STRUCTURE "PAY HEIGHT" DOES NOT INCLUDE BASE PLATE THICKNESS.
·A MINIMUM SUMP DEPTH OF 6" HAS BEEN ADDED TO STRUCTURES TO ACCOUNT FOR PIPE THICKNESS.
·RIM ELEVATION FOR BEEHIVE STYLE CASTINGS REFER TO THE TOPMOST ADJUSTING RING ELEVATION.
·SUMP ELEVATION IS THE TOP OF THE BASE PLATE ELEVATION.
GENERAL NOTES:
·FOR DESIGN PURPOSES, THE SECTION OF ROADWAY BETWEEN THE IVANHOE/185TH INTERSECTION TO C.H. 40 WILL BE CONSIDERED AS
AN EXTENSION OF IVANHOE STREET INSTEAD OF 185TH AS THE ROADWAYS ARE LABELED.
·FOR DESIGN PURPOSES, 186TH AVENUE HAS THE QUALIFIER OF "EAST" TO SEPARATE IT FROM THE SECTION OF 186TH AVE THAT WAS
CONSTRUCTED DURING PHASE 1 AND IS CUT OFF BUT THE WETLAND TO REMAIN.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6.1 SCHEDULES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6.1 SCHEDULES (P2).DWG SAVED BY: TODD.KIRK 115OF
44
-
2024-08-26
22-26553
44 UTILITY SCHEDULES
300 26553 44
ELK RIVER MINNESOTA
UTILITY
SCHEDULES
TTK
TTK
JDF
Page 196 of 294
STORM DRAIN PIPE SCHEDULE
PIPE
NO.
P-1
P-2
P-3
P-4
P-4A
P-5
P-6
P-6A
P-7
P-9
P-10
P-11
P-12
P-13
P-14
P-15
P-16
P-16A
P-17
P-18
P-18A
P-19
P-20
P-21
P-22
P-23
P-24
P-25
P-26
P-27
P-28
P-29
P-30
P-31
P-32
P-33
P-34
P-35
P-36
P-37
P-38
P-39
P-40
P-41
P-42
P-43
P-44
P-45
P-46
P-47
P-48
P-49
P-50
P-51
P-52
P-53
P-54
P-55
P-56
P-57
P-58
P-61
P-62
P-62A
ALIGNMENT
BASIN B OUTLET
BASIN B OUTLET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
NORTH SHORE TRAIL
BASIN J OUTLET
BASIN J OUTLET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
KENNEDY STREET
KENNEDY STREET
KENNEDY STREET
185TH AVENUE
185TH AVENUE
BASIN I OUTLET
BASIN I OUTLET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
186TH AVENUE - EAST
186TH AVENUE - EAST
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
BASIN K OUTLET
BASIN K OUTLET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
GRANT STREET
GRANT STREET
GRANT STREET
BASIN O OUTLET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
0+70 to 1+24
0+56 to 0+70
116+25 to 116+25
116+84 to 116+25
116+25 to 116+25
1001+33 to 1000+84
1002+61 to 1001+33
1001+37 to 1001+33
1003+07 to 1002+61
11+16 to 11+23
0+70 to 1+37
0+55 to 0+70
1012+22 to 1012+22
1012+22 to 1012+22
1010+68 to 1012+22
1009+11 to 1010+68
1006+53 to 1009+11
1009+11 to 1009+11
212+88 to 213+05
212+95 to 212+88
211+62 to 212+88
1005+88 to 1006+05
1005+92 to 1005+88
0+55 to 0+80
0+55 to 0+80
1016+06 to 1016+06
1016+13 to 1016+14
1016+06 to 1016+09
1016+01 to 1016+03
1015+96 to 1015+97
1016+81 to 1017+11
1016+82 to 1016+81
1016+82 to 1016+82
305+27 to 305+07
306+46 to 305+27
307+99 to 306+46
308+61 to 307+99
309+29 to 308+61
312+22 to 311+98
312+35 to 312+22
310+58 to 312+35
310+16 to 310+58
801+33 to 801+15
801+33 to 801+33
312+35 to 312+35
312+72 to 312+35
315+84 to 312+72
316+94 to 315+84
318+04 to 316+94
319+34 to 318+04
0+82 to 1+67
0+54 to 0+82
320+93 to 320+93
320+46 to 320+93
316+94 to 320+46
316+59 to 316+94
320+46 to 320+46
508+90 to 509+08
508+90 to 509+39
507+54 to 508+90
0+56 to 1+34
326+52 to 326+19
326+52 to 326+52
326+52 to 326+52
LOCATION
0' to 0'
0' to 0'
16' R to 183' R
16' R to 16' R
16' L to 16' R
16' L to 5' L
23' L to 16' L
16' R to 16' L
160' L to 23' L
93' L to 68' L
0' to 0'
0' to 0'
16' R to 193' R
16' L to 16' R
16' L to 16' L
16' L to 16' L
16' L to 16' L
16' R to 16' L
16' L to 35' L
16' R to 16' L
16' L to 16' L
16' L to 31' L
16' R to 16' L
2' R to 2' R
2' L to 2' L
444' R to 494' R
444' R to 494' R
97' L to 160' R
92' L to 160' R
83' L to 147' R
171' R to 192' R
16' R to 171' R
16' L to 16' R
89' L to 42' L
177' L to 89' L
191' L to 177' L
208' L to 191' L
256' L to 208' L
161' R to 194' R
16' R to 161' R
16' R to 16' R
16' L to 16' R
16' R to 33' R
16' L to 16' R
16' L to 16' R
160' L to 16' L
191' L to 160' L
181' L to 191' L
172' L to 181' L
160' L to 172' L
0' to 0'
0' to 0'
16' R to 189' R
16' R to 16' R
16' R to 16' R
16' L to 16' R
16' L to 16' R
16' R to 40' R
16' L to 7' L
16' L to 16' L
0' to 0'
16' R to 50' R
16' L to 16' R
40' L to 16' L
DRAIN
FROM
ST-1
FES-2
ST-3
ST-4
ST-4A
ST-5
ST-6
ST-6A
ST-7
ST-9
ST-10
FES-11
ST-12
ST-13
ST-14
ST-15
ST-16
ST-16A
ST-17
ST-18
18" CAP
ST-19
ST-20
FES-21A
FES-22A
FES-23A
FES-24A
FES-25A
FES-26A
FES-27A
ST-28
ST-29
ST-30
ST-31
ST-32
ST-33
ST-34
ST-35
ST-36
ST-37
ST-38
ST-39
ST-40
ST-41
ST-42
ST-43
ST-44
ST-45
ST-46
ST-47
ST-48
FES-49
ST-50
ST-51
ST-52
ST-53
ST-54
ST-55
ST-56
24" CAP
FES-58A
ST-61
ST-62
18" CAP
INLET
ELEVATION
908.50
913.50
913.00
913.50
920.06
913.95
914.99
920.01
916.11
911.55
902.01
907.20
909.30
909.83
911.22
912.79
914.82
913.50
915.40
915.90
916.22
916.33
916.69
910.20
910.20
902.75
902.75
905.80
906.90
909.00
910.69
917.25
917.61
913.82
914.53
915.17
915.82
916.57
912.13
912.77
924.31
925.04
925.48
925.84
913.07
913.70
914.31
914.89
915.54
916.32
906.28
911.10
914.84
917.54
920.30
920.74
917.90
918.25
917.28
919.29
913.50
902.74
903.10
903.42
DRAIN
TO
FES-1
ST-1
FES-3
ST-3
ST-3
ST-4
ST-5
ST-5
ST-6
FES-9
FES-10
ST-10
FES-12
ST-12
ST-13
ST-14
ST-15
ST-15
ST-16
ST-17
ST-17
ST-18
ST-19
FES-21
FES-22
FES-23
FES-24
FES-25
FES-26
FES-27
FES-28
ST-28
ST-29
EX P-39B
ST-31
ST-32
ST-33
ST-34
FES-36
ST-36
ST-37
ST-38
ST-39
ST-40
ST-37
ST-42
ST-43
ST-44
ST-45
ST-46
FES-48
ST-48
FES-50
ST-50
ST-51
ST-52
ST-51
ST-54
ST-50
ST-56
FES-58
FES-61
ST-61
ST-62
OUTLET
ELEVATION
908.23
913.22
912.00
913.20
919.90
913.70
914.15
919.85
915.19
911.41
901.00
906.44
906.00
909.50
910.03
911.42
912.99
913.33
915.02
915.60
915.60
916.10
916.53
908.93
908.93
902.50
902.50
904.52
904.52
907.85
910.00
910.89
917.45
913.58
914.02
914.73
915.37
916.02
912.00
912.33
922.58
924.51
925.24
925.68
912.97
913.27
913.90
914.51
915.09
915.73
905.00
909.17
910.00
916.86
917.84
920.50
917.74
918.10
916.63
917.48
909.58
902.50
902.94
903.30
PIPE
SIZE (IN)
18
12
24
21
15
21
18
15
18
18
18
18
24
24
24
24
21
15
18
15
18
15
15
12
12
24
24
24
24
24
15
15
15
30
30
24
24
24
36
36
18
15
15
15
30
30
21
18
15
12
18
18
24
18
15
15
15
15
24
24
12
30
21
18
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PIPE
CLASS
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
PIPE
GRADE
0.50%
2.00%
0.60%
0.50%
0.50%
0.50%
0.65%
0.50%
0.65%
0.50%
1.50%
5.00%
1.87%
1.00%
0.80%
0.90%
0.70%
0.50%
1.50%
0.90%
0.50%
1.00%
0.50%
5.00%
5.00%
0.50%
0.50%
0.50%
0.94%
0.50%
2.00%
4.12%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.30%
0.30%
1.00%
1.00%
1.00%
0.50%
0.30%
0.30%
0.30%
0.35%
0.40%
0.45%
1.50%
7.00%
2.80%
1.50%
0.70%
0.50%
0.50%
0.50%
1.30%
1.30%
5.00%
0.50%
0.50%
0.50%
PIPE
LENGTH (FT)
54
14
167
60
32
50
128
33
141
27
67
15
177
32
149
152
262
32
25
33
126
23
33
25
25
50
50
257
252
231
35
154
33
49
101
88
89
109
44
146
173
53
24
32
32
146
135
110
110
130
85
28
173
46
352
48
32
30
50
140
78
48
32
24
STORM DRAIN ARCH PIPE SCHEDULE
PIPE
NO.
P-59
P-60
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
STATION
325+07 to 325+07
325+20 to 325+20
LOCATION
30' L to 30' R
30' L to 30' R
DRAIN
FROM
HW-59A
HW-60A
INLET
ELEVATION
904.35
902.10
DRAIN
TO
HW-59
HW-60
OUTLET
ELEVATION
903.45
901.20
PIPE SIZE
WxH (IN)
28x18
73x45
MATERIAL
RC ARCH
RC ARCH
PIPE
CLASS
CLIIA
CLIIA
PIPE
GRADE
1.50%
1.50%
PIPE
LENGTH (FT)
60
60
STORM DRAIN PIPE SCHEDULE
PIPE
NO.
P-63
P-64
P-65
P-66
P-67
P-68
P-69
P-69A
P-70
P-71
P-72
P-73
P-74
ALIGNMENT
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
329+56 to 329+56
329+04 to 329+56
329+04 to 329+04
328+94 to 329+04
328+57 to 328+94
328+68 to 329+04
328+35 to 328+68
328+27 to 328+35
329+91 to 329+89
329+91 to 329+91
329+17 to 328+68
328+68 to 328+39
328+39 to 326+52
LOCATION
35' R to 77' R
16' R to 35' R
16' L to 16' R
34' L to 16' L
33' L to 34' L
33' R to 16' R
34' R to 33' R
59' R to 34' R
38' L to 67' R
56' L to 38' L
75' R to 54' R
54' R to 18' R
18' R to 16' R
DRAIN
FROM
ST-63
ST-64
ST-65
ST-66
ST-67
ST-68
ST-69
18" CAP
ST-70
FES-71
FES-72
ST-72
ST-73
INLET
ELEVATION
910.63
910.99
911.34
911.60
911.91
911.40
911.77
912.55
913.52
916.30
912.00
908.75
908.51
DRAIN
TO
FES-63
ST-63
ST-64
ST-65
ST-66
ST-64
ST-68
ST-69
FES-70
ST-70
ST-72
ST-73
ST-61
OUTLET
ELEVATION
910.50
910.83
911.19
911.54
911.80
911.19
911.60
911.97
913.00
915.40
911.72
908.51
906.06
PIPE
SIZE (IN)
30
30
18
18
15
24
21
18
18
18
18
18
18
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PIPE
CLASS
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
CLIII
PIPE
GRADE
0.30%
0.30%
0.45%
0.30%
0.30%
0.50%
0.50%
2.20%
0.50%
5.00%
0.50%
0.50%
1.30%
PIPE
LENGTH (FT)
42
56
32
20
35
40
35
27
104
18
57
47
189
ROADWAY CLEANOUT SCHEDULE
STRUCTURE
NO.
CO-1
CO-2
CO-3
CO-4
CO-5
CO-6
CO-7
CO-8
CO-9
CO-10
CO-11
CO-12
CO-13
CO-14
CO-15
CO-16
CO-17
CO-18
CO-19
CO-20
CO-21
ALIGNMENT
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
LINCOLN STREET
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
185TH AVENUE
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
IVANHOE STREET
STATION
114+69
114+69
117+41
117+41
1001+73
1001+73
1002+23
1002+23
1015+57
1015+57
1019+92
1019+93
308+80
308+92
309+53
309+45
313+19
313+02
314+01
313+69
321+15
LOCATION
18' R
18' L
18' R
18' L
18' L
18' R
18' L
18' R
18' L
18' R
18' L
18' R
18' R
18' L
18' R
18' L
18' R
18' L
18' R
18' L
18' L
STRUCTURE
SIZE (IN)
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
STRUCTURE
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PAY HEIGHT
(LN FT)
3.50
3.50
3.50
3.50
3.50
3.50
3.50
2.87
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
3.50
TOP OF CASTING
ELEVATION
925.06
925.04
925.06
924.83
924.60
924.57
924.60
924.57
921.56
921.56
926.83
927.00
930.72
930.75
930.60
930.64
927.53
927.45
927.43
927.53
922.64
INVERT
ELEVATION
921.56
921.54
921.56
921.33
921.10
921.07
921.10
921.70
918.06
918.06
923.33
923.50
927.22
927.25
927.10
927.14
924.03
923.95
923.93
924.03
919.14
GENERAL NOTES:
·FOR DESIGN PURPOSES, THE SECTION OF ROADWAY BETWEEN THE IVANHOE/185TH INTERSECTION TO C.H. 40 WILL BE CONSIDERED AS
AN EXTENSION OF IVANHOE STREET INSTEAD OF 185TH AS THE ROADWAYS ARE LABELED.
·FOR DESIGN PURPOSES, 186TH AVENUE HAS THE QUALIFIER OF "EAST" TO SEPARATE IT FROM THE SECTION OF 186TH AVE THAT WAS
CONSTRUCTED DURING PHASE 1 AND IS CUT OFF BUT THE WETLAND TO REMAIN.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6.1 SCHEDULES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6.1 SCHEDULES (P2).DWG SAVED BY: TODD.KIRK 115OF
45
-
2024-08-26
22-26553
45 UTILITY SCHEDULES
300 26553 45
ELK RIVER MINNESOTA
UTILITY
SCHEDULES
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Page 197 of 294
BASIN CLEANOUT SCHEDULE
STRUCTURE
NO.
CO-B2
CO-B4
CO-B5
CO-H2
CO-H4
CO-H6
CO-H7
CO-H9
CO-H10
CO-H11
CO-H12
CO-I2
CO-I3
CO-I5
CO-I6
CO-I8
CO-I9
CO-I10
AREA
BASIN B
BASIN B
BASIN B
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN I
BASIN I
BASIN I
BASIN I
BASIN I
BASIN I
BASIN I
STRUCTURE
SIZE (IN)
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
6 Ø
STRUCTURE
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PAY HEIGHT
(LN FT)
7.00
7.05
7.36
3.00
3.00
6.84
7.14
6.48
7.22
7.27
6.25
6.00
6.40
6.00
6.28
6.00
6.18
6.69
TOP OF CASTING
ELEVATION
916.00
916.05
916.36
912.00
912.00
915.84
916.14
915.48
916.22
916.27
915.25
912.00
912.40
912.00
912.28
912.00
912.18
912.69
INVERT
ELEVATION
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
906.00
906.00
906.00
906.00
906.00
906.00
906.00
HEADWALL SCHEDULE
APRON
NO.
HW-H1
HW-I1
AREA
BASIN H
BASIN I
APRON
SIZE (IN)
6
6
APRON
MATERIAL
CONCRETE
CONCRETE
INVERT
ELEVATION
909.00
906.00
PIPE
NO.
SD-H1
SD-I1
BASIN SUBDRAIN SCHEDULE
PIPE
NO.
SD-B1
SD-B2
SD-B3
SD-B4
SD-B5
SD-H1
SD-H2
SD-H3
SD-H4
SD-H5
SD-H6
SD-H7
SD-H8
SD-H9
SD-H10
SD-H11
SD-H12
SD-I1
SD-I2
SD-I3
SD-I4
SD-I5
SD-I6
SD-I7
SD-I8
SD-I9
SD-I10
AREA
BASIN B
BASIN B
BASIN B
BASIN B
BASIN B
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN H
BASIN I
BASIN I
BASIN I
BASIN I
BASIN I
BASIN I
BASIN I
BASIN I
BASIN I
BASIN I
DRAIN
FROM
6" TEE
CO-B2
6" TEE
CO-B4
CO-B5
6" TEE
CO-H2
6" CROSS
CO-H4
6" CROSS
CO-H6
CO-H7
6" CROSS
CO-H9
CO-H10
CO-H11
CO-H12
6" CROSS
CO-I2
CO-I3
6" CROSS
CO-I5
CO-I6
6" CROSS
CO-I8
CO-I9
CO-I10
INLET
ELEVATION
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
906.00
906.00
906.00
906.00
906.00
906.00
906.00
906.00
906.00
906.00
DRAIN
TO
ST-1
6" TEE
6" TEE
6" TEE
6" TEE
HW-H1
6" TEE
6" TEE
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
HW-I1
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
6" CROSS
OUTLET
ELEVATION
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
909.00
906.00
906.00
906.00
906.00
906.00
906.00
906.00
906.00
906.00
906.00
PIPE
SIZE (IN)
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE
CLASS
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE
GRADE
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
PIPE
LENGTH (FT)
24
180
25
186
42
75
472
25
469
25
119
230
25
153
148
39
150
69
92
81
25
70
71
25
55
63
129
GENERAL NOTES:
·FOR DESIGN PURPOSES, THE SECTION OF ROADWAY BETWEEN THE IVANHOE/185TH INTERSECTION TO C.H. 40 WILL BE CONSIDERED AS
AN EXTENSION OF IVANHOE STREET INSTEAD OF 185TH AS THE ROADWAYS ARE LABELED.
·FOR DESIGN PURPOSES, 186TH AVENUE HAS THE QUALIFIER OF "EAST" TO SEPARATE IT FROM THE SECTION OF 186TH AVE THAT WAS
CONSTRUCTED DURING PHASE 1 AND IS CUT OFF BUT THE WETLAND TO REMAIN.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 6.1 SCHEDULES (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6.1 SCHEDULES (P2).DWG SAVED BY: TODD.KIRK 115OF
46
-
2024-08-26
22-26553
46 UTILITY SCHEDULES
300 26553 46
ELK RIVER MINNESOTA
UTILITY
SCHEDULES
TTK
TTK
JDF
Page 198 of 294
843534125>>>>>>>>>>>I
I
I
I I I I
III114115116117118119>>>>>>>>>>>>>>IIIIIIII
IIIII>>>>>>>>>>>>>>>>>>>>>>>>II>>>>>>>IIIIIIIIIIIIIIEX SP-19 (10
"
)
EX S-19
R=925.14
EX SP-20 (10")
SP-1 210'x10" @ 0.30%
S-1
R=924.43
I=895.45 (10'') SP-2
I=895.45 (8'') SP-18
I=895.35 (10'') SP-1
SP-18 88'
x
8
"
@
0.
4
0
%
8" CAP
I=895.81SP-2 168'x10" @ 0.30%ST-4A
T/C=924.36
F/L=923.86
I=920.86 (6'') SUB
I=920.06 (15'') P-4A
P-4A 32'x15" @ 0.50%
ST-3
T/C=924.36
F/L=923.86
I=913.20 (21'') P-4
I=919.90 (15'') P-4A
I=920.86 (6'') SUB
I=913.00 (24'') P-3
P-3 167'x24" @ 0.60%P-4 60'x21" @ 0.50%
ST-4
T/C=924.53
F/L=924.03
I=913.70 (21'') P-5
I=921.03 (6'') SUB
I=913.50 (21'') P-4
P-5 50'x21" @ 0.50%
ST-5
T/C=924.49
F/L=923.99
I=914.15 (18'') P-6
I=919.85 (15'') P-6A
I=920.99 (6'') SUB
I=913.95 (21'') P-5 P-6A 33'x15" @
0
.
5
0
%
ST-6A
T/C=924.51
F/L=924.01
I=921.01 (6'') SUB
I=920.01 (15'') P-6AP-6 128'x18" @ 0.65%EX 8'' WATERMAIN
8''x11.25° BEND 8'' WATERMAIN
8''x11.25° BEND 8''x45° BEND
8''x45° BEND
8''x45° BEND
8''x45° BEND
8''x11.25° BEND
8''x8'' TEE
8'' GV & BOX
R=924.36
8'' GV & BOX
R=924.28
8''x6'' REDUCER
6'' WATERMAIN
5''x 7'-6'' HYDRANT
BREAK=925.12
8''x11.25° BEND
8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=924.47
5''x 7'-6'' HYDRANT
BREAK=924.78
1001
1002
CO-1
R=925.06
I=921.56 (6'') SUB
CO-2
R=925.04
I=921.54 (6'') SUB
CO-3
R=925.06
I=921.56 (6'') SUB
CO-4
R=924.83
I=921.33 (6'') SUB
CO-6
R=924.57
I=921.07 (6'') SUB
CO-5
R=924.60
I=921.10 (6'') SUB
890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
113+75925.0114+00925.3925.16114+25925.8925.18114+50926.4925.11114+75927.2924.99115+00923.7924.86115+25923.6924.74115+50924.5924.61115+75925.7924.49116+00927.6924.39116+25927.8924.36116+50926.5924.39116+75925.6924.48117+00925.4924.61117+25926.5924.73117+50928.5924.85117+75929.7927.48118+00930.9118+25930.7118+50927.6122.9' @ -0.50%59.9' @ 0.50%115+75.25924.49924.49116+75.25PVI STA = 113+52.30
PVI ELEV = 925.60'
L = 200.0'
K = 66.67
A.D. = 3.00%
PVI STA = 118+35.19
PVI ELEV = 925.29'
L = 200.0'
K = 80.00
A.D. = 2.50%
PVI STA = 116+25.25
PVI ELEV = 924.24
L = 100.0'
K = 100.00
A.D. = 1.00%
924
.
3
6
116
+
2
5
.
2
5925.18114+18.97924.89117+75.19925.10114+52.30117+35.19924.79℄185TH AVENUEEX S-19
R=925.14
EX SP-20 10"
S-1
R=924.43
I=895.45 (10'') SP-2
I=895.45 (8'') SP-18
I=895.35 (10'') SP-1
SP-1 210'x10" (CL 52) @0.30%
EX SP-19 10"
ST-3
T/C=924.36
F/L=923.86
I=913.20 (21'') P-4
I=919.90 (15'') P-4A
I=920.86 (6'') SUB
I=913.00 (24'') P-3
P-4 60'x21" @0.50%
ST-4
T/C=924.53
F/L=924.03
I=913.70 (21'') P-5
I=921.03 (6'') SUB
I=913.50 (21'') P-4
8'' WATERMAIN
8''x11.25° BEND
TOP=917.09 8''x11.25° BEND
TOP=916.20 8''x11.25° BEND
TOP=916.71
8''x8'' TEE
TOP=916.72
8'' GV & BOX
TOP=916.71
8''x6'' REDUCER
TOP=916.80
8''x45° BEND
TOP=916.50
8''x45° BEND
TOP=911.86
8''x45° BEND
TOP=911.94
8''x45° BEND
TOP=916.65
6'' WATERMAIN
5''x 7'-6'' HYDRANT
8'' WATERMAIN
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
CONNECT TO EXISTING WATERMAIN.
CONTRACTOR TO FIELD VERIFY SIZE,
DEPTH, AND LOCATION.
PHASE 2 TIE-IN GRADING
CONNECT TO EXISTING SANITARY SEWER.
CONTRACTOR TO FIELD VERIFY SIZE,
DEPTH, AND LOCATION.
FUTURE ROADWAY PROFILE
7.5' MIN. BURY DEPTHBEGIN STREET CONSTRUCTION
STA. 113+86.77
ELEV. 925.11
END STREET CONSTRUCTION
STA. 117+46.26
ELEV. 924.83
SP-18 88'x8" (SDR-26) @0.40%
8" CAP
I=895.81
EX SP-20
I=894.72
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.1 P&P - LINCOLN ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.1 P&P - LINCOLN ST (P2).DWG SAVED BY: TODD.KIRK 115OF
47
-
2024-08-26
22-26553
47 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 47
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
LINCOLN ST STATION 113+50 TO 118+75
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
LINCOL
N
S
T
RIGHT OF WAY, TYP.185TH AVEINSULATION BOARD UNDER STORM STRUCTURE
INSULATION BOARD UNDER
STORM STRUCTURE
15' D&U
ADJUST VALVE
ADJUST MANHOLE RIM
EXISTING PROPERTY LINE
Page 199 of 294
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117118>>>>>>>>>>>>>>>>>>>>>>>>>>III
I I I I I
I
I
I
I
I
I
I
I
I
I
I
I
I II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III
I
I
I
>>>>>>>>>>>I
I
IIIIIIIIIIII I
I
I IS-1
R=924.43
I=895.45 (10'') SP-2
I=895.45 (8'') SP-18
I=895.35 (10'') SP-1
SP-18 88'x8" @ 0.40%8" CAP
I=895.81
SP-2 168'
x
1
0
"
@
0
.
3
0
%
ST-4A
T/C=924.36
F/L=923.86
I=920.86 (6'') SUB
I=920.06 (15'') P-4A
P-4 60'x21" @ 0.50%ST-4
T/C=924.53
F/L=924.03
I=913.70 (21'') P-5
I=921.03 (6'') SUB
I=913.50 (21'') P-4
P-5 50'x21" @ 0.50%
ST-5
T/C=924.49
F/L=923.99
I=914.15 (18'') P-6
I=919.85 (15'') P-6A
I=920.99 (6'') SUB
I=913.95 (21'') P-5
P-6A 33'x15" @ 0.50%
ST-6A
T/C=924.51
F/L=924.01
I=921.01 (6'') SUB
I=920.01 (15'') P-6A
P-6 128'x18"
@
0
.
6
5
%
8''x45° BEND
8''x45° BEND
8''x45° BEND
8''x45° BEND
8''x11.25° BEND
8''x8'' TEE
8'' GV & BOX
R=924.36
8'' GV & BOX
R=924.28
8''x6'' REDUCER
6'' WATERMAIN
5''x 7'-6'' HYDRANT
BREAK=925.12
8''x11.25° BEND
8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=924.47
5''x 7'-6'' HYDRANT
BREAK=924.781001 10021003100410051006ST-6
R=923.36
I=915.19 (18'') P-7
I=914.99 (18'') P-6P-7 141'x18" @ 0.65%ST-18
T/C=920.64
F/L=920.14
I=916.10 (15'') P-19
I=917.14 (6'') SUB
I=915.90 (15'') P-18
P-19 23'x15" @ 1.00%
ST-19
T/C=921.17
F/L=920.67
I=916.53 (15'') P-20
I=917.67 (6'') SUB
I=916.33 (15'') P-19 P-
2
0
3
3
'
x
1
5
"
@
0
.5
0%
ST-20
T/C=920.99
F/L=920.49
I=917.49 (6'') SUB
I=916.69 (15'') P-20
S-2
R=924.29
I=896.06 (10'') SP-3
I=895.96 (10'') SP-2
SP-3 202'x10" @ 0.30%
S-3
R=922.25
I=896.76 (10'') SP-4
I=896.66 (10'') SP-3
SP-4 151'
x
1
0
"
@
0.
3
0
%
8''x11.25° BEND
8'' WATERMAIN
8''x11.25° BEND
8''x11.25° BEND
8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=921.64
5''x 7'-6'' HYDRANT
BREAK=921.93
CO-3
R=925.06
I=921.56 (6'') SUB
CO-4
R=924.83
I=921.33 (6'') SUB
CO-6
R=924.57
I=921.07 (6'') SUB
CO-5
R=924.60
I=921.10 (6'') SUB
CO-7
R=924.60
I=921.10 (6'') SUB
CO-8
R=924.57
I=921.70 (6'') SUB
890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930℄
1000+75924.4925.201001+00925.2924.561001+25926.4924.321001+50927.9924.441001+75929.8924.561002+00929.8924.601002+25928.9924.551002+50929.1924.401002+75929.7924.161003+00930.3923.911003+25930.0923.661003+50928.4923.411003+75926.8923.161004+00926.0922.911004+25925.4922.661004+50924.1922.411004+75922.3922.161005+00921.9921.911005+25921.3921.661005+50921.1921.4150.0' @ 0.50%
PVI STA = 1002+14.69
PVI ELEV = 924.77'
L = 100.0'
K = 66.67
A.D. = 1.50%924.601001+98.021001+64.69924.52924.271002+64.69LINCOLN STREETST-4
T/C=924.53
F/L=924.03
I=913.70 (21'') P-5
I=921.03 (6'') SUB
I=913.50 (21'') P-4
P-5 50'x21" @0.50%
ST-5
T/C=924.49
F/L=923.99
I=914.15 (18'') P-6
I=919.85 (15'') P-6A
I=920.99 (6'') SUB
I=913.95 (21'') P-5
P-6 128'x18" @0.65%
ST-6
R=923.36
I=915.19 (18'') P-7
I=914.99 (18'') P-6
S-2
R=924.29
I=896.06 (10'') SP-3
I=895.96 (10'') SP-2
SP-3 202'x10" (SDR-26) @0.30%
S-3
R=922.25
I=896.76 (10'') SP-4
I=896.66 (10'') SP-3
SP-2 168'x10" (SDR-26) @0.30%
S-1
R=924.43
I=895.45 (10'') SP-2
I=895.45 (8'') SP-18
I=895.35 (10'') SP-1
SP-4 151'x10" (SDR-26) @0.30%
8''x6'' TEE
TOP=913.75
8''x8'' TEE
TOP=916.72
8'' GV & BOX
TOP=916.66 8''x11.25° BEND
TOP=916.61
8''x6'' TEE
TOP=916.62
8''x11.25° BEND
TOP=915.94
8'' WATERMAIN
8''x11.25° BEND
TOP=914.92 8''x11.25° BEND
TOP=913.93
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
7.5' MIN. BURY DEPTH
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
900.6' @ -1.00%
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.2 P&P - 185TH AVE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.2 P&P - 185TH AVE (P2).DWG SAVED BY: TODD.KIRK 115OF
48
-
2024-08-26
22-26553
48 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 48
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
185TH AVE STATION 1000+50 TO 1005+75
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.LINCOLN STRIGHT OF WAY, TYP.
185TH AVE
INSULATION BOARD UNDER
STORM STRUCTURE
INSULATION BOARD UNDER
STORM STRUCTURE
20'
D
&
U
Page 200 of 294
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I I I I I IIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>I
I
I
I
I
I>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIII10061007100810091010SP-4 151'x10" @ 0
.
3
0
%
8''x6'' TEE
6'' WATERMAIN
5''x 7'-6'' HYDRANT
BREAK=921.93
6'' GV & BOX
R=921.64
8''x8'' TEE
8'' GV & BOX
R=920.56
8'' GV & BOX
R=920.68
8''x11.25° BEND
8''x11.25° BEND 8'' WATERMAIN8'' WATERMAIN
8''x11.25° BEND
8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=917.71
5''x 7'-6'' HYDRANT
BREAK=918.00
8''x11.25° BEND
S-4
R=920.74
I=897.32 (10'') SP-5
I=898.62 (8'') SP-19
I=897.22 (10'') SP-4
SP-5 200'x10" @ 0.30%
S-5
R=918.74
I=898.02 (10'') SP-6
I=897.92 (10'') SP-5
SP-6 236'x10" @ 0.30%
S-6
R=916.37
I=898.83 (10'') SP-7
I=898.73 (10'') SP-6
SP-7 141'x1
0
"
@
0
.
3
0
%
ST-14
T/C=916.23
F/L=915.73
I=911.42 (24'') P-15
I=911.22 (24'') P-14P-15 152'x24" @ 0.90%
ST-15
T/C=917.80
F/L=917.30
I=912.99 (21'') P-16
I=913.33 (15'') P-16A
I=914.30 (6'') SUB
I=912.79 (24'') P-15
P-16A 32'x15" @ 0.50%
ST-16A
T/C=917.80
F/L=917.30
I=914.30 (6'') SUB
I=913.50 (15'') P-16A
P-16 262'x21" @ 0.70%
ST-16
T/C=920.52
F/L=920.02
I=917.46 (6'') SUB
I=915.02 (18'') P-17
I=914.82 (21'') P-16
P-17 25'x18" @ 1.50%
ST-17
T/C=920.68
F/L=920.18
I=915.60 (15'') P-18
I=915.60 (18'') P-18A
I=917.18 (6'') SUB
I=915.40 (18'') P-17
P-18 33'x1
5
"
@
0
.
9
0
%
ST-18
T/C=920.64
F/L=920.14
I=916.10 (15'') P-19
I=917.14 (6'') SUB
I=915.90 (15'') P-18 P-18A 126'x18" @ 0.50%ST-19
T/C=921.17
F/L=920.67
I=916.53 (15'') P-20
I=917.67 (6'') SUB
I=916.33 (15'') P-19
P-20 33'x15" @ 0.50%
ST-20
T/C=920.99
F/L=920.49
I=917.49 (6'') SUB
I=916.69 (15'') P-20
P-19 23'x15" @ 1.00%
P-14 149'x
2
4
"
@
0
.
8
0
%213214214 890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
1005+75919.6921.161006+00916.7920.911006+25914.7920.661006+50911.2920.411006+75909.8920.161007+00908.9919.911007+25909.6919.661007+50910.4919.411007+75910.4919.161008+00909.7918.911008+25908.4918.661008+50907.6918.411008+75907.4918.161009+00907.0917.911009+25906.7917.661009+50906.6917.411009+75906.2917.161010+00906.6916.911010+25907.1916.661010+50906.8916.41900.6' @ -1.00%
℄KENNEDY STREETST-17
T/C=920.68
F/L=920.18
I=915.60 (15'') P-18
I=915.60 (18'') P-18A
I=917.18 (6'') SUB
I=915.40 (18'') P-17
ST-19
T/C=921.17
F/L=920.67
I=916.53 (15'') P-20
I=917.67 (6'') SUB
I=916.33 (15'') P-19
P-19 23'x15" @1.00%
ST-18
T/C=920.64
F/L=920.14
I=916.10 (15'') P-19
I=917.14 (6'') SUB
I=915.90 (15'') P-18
P-17 25'x18" @1.50%
ST-16
T/C=920.52
F/L=920.02
I=917.46 (6'') SUB
I=915.02 (18'') P-17
I=914.82 (21'') P-16
P-16 262'x21" @0.70%
ST-15
T/C=917.80
F/L=917.30
I=912.99 (21'') P-16
I=913.33 (15'') P-16A
I=914.30 (6'') SUB
I=912.79 (24'') P-15
P-15 152'x24" @0.90%
ST-14
T/C=916.23
F/L=915.73
I=911.42 (24'') P-15
I=911.22 (24'') P-14
S-4
R=920.74
I=897.32 (10'') SP-5
I=898.62 (8'') SP-19
I=897.22 (10'') SP-4
SP-5 200'x10" (SDR-26) @0.30%
S-5
R=918.74
I=898.02 (10'') SP-6
I=897.92 (10'') SP-5 S-6
R=916.37
I=898.83 (10'') SP-7
I=898.73 (10'') SP-6
SP-6 236'x10" (SDR-26) @0.30%
SP-4 151'x10" (SDR-26) @0.30%
8''x6'' TEE
TOP=909.76
8''x8'' TEE
TOP=912.96
8'' GV & BOX
TOP=912.92
8''x11.25° BEND
TOP=912.81
8'' WATERMAIN
8''x11.25° BEND
TOP=910.87 8''x11.25° BEND
TOP=909.15
P-18 33'x15" @0.90%
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
7.5' MIN. BURY DEPTH
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
INSULATION BOARD UNDER
STORM STRUCTURE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.2 P&P - 185TH AVE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.2 P&P - 185TH AVE (P2).DWG SAVED BY: TODD.KIRK 115OF
49
-
2024-08-26
22-26553
49 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 49
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
185TH AVE STATION 1005+50 TO 1010+75
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.KENNEDY STRIGHT OF WAY, TYP.
185TH AVE
INSULATION BOARD UNDER
STORM STRUCTURE
INSULATION BOARD UNDER
STORM STRUCTURE
INSULATION BOARD UNDER
STORM STRUCTURE9', TYP.20', TYP.
24'R3'R3'
R3'
R3'
R
1
0
'R10'DRIVEWAY ENTRANCE
PER CITY DETAIL
CURB TAPER FROM 6" TO 0" HEIGHT
0" HEIGHT CURB
B618 CURB & GUTTER AROUND PARKING LOT
10' TRAIL
Page 201 of 294
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9
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1
0
7458 1
0
1
1
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>>
>>
>>
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2
'
x
2
4
"
@
0
.
9
0
%
SP
-
6
2
3
6
'
x
1
0
"
@
0
.
3
0
%
P-1
5
1
5
2
'
x
2
4
"
@
0
.
9
0
%
ST-14
T/C=916.23
F/L=915.73
I=911.42 (24'') P-15
I=911.22 (24'') P-14
S-6
R=916.37
I=898.83 (10'') SP-7
I=898.73 (10'') SP-6
SP-7 1
4
1
'
x
1
0
"
@
0
.
3
0
%
P-14 14
9
'
x
2
4
"
@
0
.
8
0
%
ST-13
T/C=914.97
F/L=914.47
I=910.03 (24'') P-14
I=911.47 (6'') SUB
I=909.83 (24'') P-13
P-13 32'x24" @ 1.00%ST-12
T/C=914.97
F/L=914.47
I=909.50 (24'') P-13
I=911.47 (6'') SUB
I=909.30 (24'') P-12
SP-8 350'x10" @ 0.30%P-12 177'x24" @ 1.87%S-7
R=915.04
I=899.35 (10'') SP-8
I=899.25 (10'') SP-7
S-8
R=921.27
I=900.50 (10'') SP-9
I=900.40 (10'') SP-8
SP-9 194'x10" @
0
.
3
0
%8''x11.25° BEND
8''x11.25° BEND
8''x11.25° BEND
8'' WATERMAIN
8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=915.34
5''X 7'-6'' HYDRANT
R=915.38
8''x8'' TEE 8'' GV & BOX
R=918.718'' WATERMAINCO-10
R=921.56
I=918.06 (6'') SUB
CO-9
R=921.56
I=918.06 (6'') SUB
890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
1010+75906.9916.161011+00906.3915.911011+25906.0915.661011+50906.0915.411011+75905.9915.171012+00905.8915.021012+25905.6914.981012+50905.2915.041012+75904.7915.221013+00904.9915.501013+25904.8915.891013+50904.7916.401013+75904.8917.001014+00904.8917.631014+25905.0918.251014+50904.8918.881014+75905.0919.501015+00905.0920.131015+25905.4920.751015+50905.4921.37179.3' @ 2.50%1011+65.33915.26916.761013+65.33PVI STA = 1015+94.67
PVI ELEV = 922.50'
L = 100.0'
K = 33.33
A.D. = 3.00%
PVI STA = 1012+65.33
PVI ELEV = 914.26
L = 200.0'
K = 57.14
A.D. = 3.50%
914
.
9
8
101
2
+
2
2
.
4
7 1015+44.67921.25ST-14
T/C=916.23
F/L=915.73
I=911.42 (24'') P-15
I=911.22 (24'') P-14
P-14 149'x24" @0.80%
ST-13
T/C=914.97
F/L=914.47
I=910.03 (24'') P-14
I=911.47 (6'') SUB
I=909.83 (24'') P-13
S-6
R=916.37
I=898.83 (10'') SP-7
I=898.73 (10'') SP-6
SP-7 141'x10" (SDR-35) @0.30%
S-7
R=915.04
I=899.35 (10'') SP-8
I=899.25 (10'') SP-7
S-8
R=921.27
I=900.50 (10'') SP-9
I=900.40 (10'') SP-8
SP-8 350'x10" (SDR-26) @0.30%
8''x6'' TEE
TOP=907.57 8'' WATERMAIN
8''x11.25° BEND
TOP=908.04 8''x11.25° BEND
TOP=907.23
8''x8'' TEE
TOP=910.94
8''x11.25° BEND
TOP=913.77
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
7.5' MIN. BURY DEPTH
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
900.6' @ -1.00%
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.2 P&P - 185TH AVE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.2 P&P - 185TH AVE (P2).DWG SAVED BY: TODD.KIRK 115OF
50
-
2024-08-26
22-26553
50 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 50
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
185TH AVE STATION 1010+50 TO 1015+75
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
RIGHT OF WAY, TYP.
185TH AVE
20' D&U
Page 202 of 294
41210132>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I I I
I
I IIII I I I I I I I I I I I I I
I III
I
I
>>>>>>>>I
I>>>>>>>>>>IIIIIIIIIIIIII10161017101810191
0
2
0
1
0
2
1313
3148''x11.25° BEND
8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=922.24
5''x 7'-6'' HYDRANT
BREAK=922.53
8'' WATERMAIN
8''x22.5° BEND
8''x11.25° BEND
8'' GV & BOX
R=927.27
12''x8'' TEE
12''x11.25° BEND
12'' GV & BOX
R=927.12
12''x11.25° BEND
12''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=927.58
5''x 7'-6'' HYDRANT
BREAK=927.87
12''x11.25° BEND
1
2
'
'
W
A
T
E
R
M
A
I
N
S-8
R=921.27
I=900.50 (10'') SP-9
I=900.40 (10'') SP-8
SP-9 194'x10" @ 0.30%P-27 231'x24" @ 0.50%P-26 252'x24" @ 0.94%P-25 257'x24" @ 0.50%FES-27A
I=909.00
ST-30
T/C=922.11
F/L=921.61
I=918.61 (6'') SUB
I=917.61 (15'') P-30
P-30 33'x15" @ 0.50%ST-29
T/C=922.11
F/L=921.61
I=917.45 (15'') P-30
I=918.61 (6'') SUB
I=917.25 (15'') P-29
P-29 154'x15" @ 4.12%S-9
R=922.49
I=901.18 (10'') SP-10
I=901.08 (10'') SP-9
SP-10 193'x10" @ 0.30%
S-10
R=925.84
I=901.86 (10'') SP-11
I=901.76 (10'') SP-10
SP-11
9
3'
x
1
0"
@
0.
3
0
%
S-11
R=927.51
I=902.24 (10'') SP-12
I=902.24 (8'') SP-20
I=902.14 (10'') SP-11
S
P
-
1
2
6
9
'
x
1
0
"
@
0
.
3
0%
S-12
R=927.03
I=902.54 (10'') SP-13
I=902.44 (10'') SP-12
SP
-
1
3
8
8
'
x
1
0
"
@
0
.
3
0
%SP-20
66
'x8
"
@
5
.00%
S-20
R=927.44
I=905.63 (8'') SP-21
I=905.53 (8'') SP-20
CO-10
R=921.56
I=918.06 (6'') SUB
CO-9
R=921.56
I=918.06 (6'') SUB
CO-19
R=927.43
I=923.93 (6'') SUB
CO-12
R=927.00
I=923.50 (6'') SUB
CO-20
R=927.53
I=924.03 (6'') SUB
CO-11
R=926.83
I=923.33 (6'') SUB
CO-17
R=927.53
I=924.03 (6'') SUB
CO-18
R=927.45
I=923.95 (6'') SUB
895
900
905
910
915
920
925
930
935
895
900
905
910
915
920
925
930
935
1015+75905.7921.871016+00905.9922.171016+25906.1922.291016+50906.5922.221016+75907.5922.121017+00907.9922.151017+25908.5922.321017+50909.3922.631017+75910.1923.061018+00911.6923.501018+25913.5923.941018+50915.4924.371018+75918.0924.811019+00921.5925.251019+25924.0925.691019+50925.5926.121019+75926.6926.561020+00927.7927.001020+25928.8927.471020+50929.2927.6315.1' @ -0.50%
252.6' @ 1.75%1016+59.74922.17922.791017+59.74PVI STA = 1015+94.67
PVI ELEV = 922.50'
L = 100.0'
K = 33.33
A.D. = 3.00%
PVI STA = 1017+09.74
PVI ELEV = 921.92
L = 100.0'
K = 44.44
A.D. = 2.25%
922
.
1
1
101
6
+
8
1
.
9
6922.291016+28.00922.251016+44.67℄IVANHOE STREETS-9
R=922.49
I=901.18 (10'') SP-10
I=901.08 (10'') SP-9
SP-10 193'x10" (SDR-26) @0.30%
S-10
R=925.84
I=901.86 (10'') SP-11
I=901.76 (10'') SP-10
SP-11 93'x10" (SDR-26) @0.30%
S-11
R=927.51
I=902.24 (10'') SP-12
I=902.24 (8'') SP-20
I=902.14 (10'') SP-11
SP-9 194'x10" (SDR-26) @0.30%
8''x11.25° BEND
TOP=913.77
8''x6'' TEE
TOP=914.21 8''x22.5° BEND
TOP=917.94
8''x11.25° BEND
TOP=918.76
12''x8'' TEE
TOP=919.52
8'' GV & BOX
TOP=919.42
8'' WATERMAIN
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
7.5' MIN. BURY DEPTH
P-30 (15'')
P-27 (24'')
P-26 (24'')P-25 (24'')2.34'4.92'5.66'2.99'PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.2 P&P - 185TH AVE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.2 P&P - 185TH AVE (P2).DWG SAVED BY: TODD.KIRK 115OF
51
-
2024-08-26
22-26553
51 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 51
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
185TH AVE STATION 1015+50 TO 1020+75
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.RIGHT OF WAY, TYP.
185TH AVE
IVANHOE
ST
10' TRAIL
10'
T
R
A
I
L
INSULATION BOARD UNDER
STORM STRUCTURE
Page 203 of 294
591>>>>>>>>IIIIIIIIIIII>>>>>>>>>>>>>>>>>>IIII>>>>>>>>>>
>
I I
I
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1007
21121221321421418" CAP
I=916.22
P-18A 126'x18" @ 0.50%P-18A 126'x18" @ 0.50%
ST-17
T/C=920.68
F/L=920.18
I=915.60 (15'') P-18
I=915.60 (18'') P-18A
I=917.18 (6'') SUB
I=915.40 (18'') P-17
P-17 25'x18" @ 1.50%
ST-16
T/C=920.52
F/L=920.02
I=917.46 (6'') SUB
I=915.02 (18'') P-17
I=914.82 (21'') P-16 P-16 262'x21" @ 0.70%P-18 33'x15" @ 0.90%ST-18
T/C=920.64
F/L=920.14
I=916.10 (15'') P-19
I=917.14 (6'') SUB
I=915.90 (15'') P-18
P-19 23'x15" @ 1.00%
ST-19
T/C=921.17
F/L=920.67
I=916.53 (15'') P-20
I=917.67 (6'') SUB
I=916.33 (15'') P-19
P-20 33'x1
5
"
@
0
.
5
0
%
ST-20
T/C=920.99
F/L=920.49
I=917.49 (6'') SUB
I=916.69 (15'') P-20
SP-4 151'x10" @ 0.30%S-4
R=920.74
I=897.32 (10'') SP-5
I=898.62 (8'') SP-19
I=897.22 (10'') SP-4SP-19 180'x8" @ 2.00%
8" CAP
I=902.22 SP-5 200'x10" @ 0.30%5''x 7'-6'' HYDRANT
BREAK=921.21
6'' WATERMAIN
8''x6'' REDUCER
8'' WATERMAIN
8''x11.25° BEND
8'' GV & BOX
R=920.68
8''x8'' TEE
8'' GV & BOX
R=920.56
8''x11.25° BEND8'' WATERMAIN8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=921.64
5''x 7'-6'' HYDRANT
BREAK=921.93
6" CAP
I=917.65
6" CAP
I=917.65
890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
℄
210+50918.1210+75918.9211+00917.2211+25913.8211+50912.8919.55211+75913.0921.11212+00913.2920.98212+25916.8920.86212+50919.9920.73212+75919.8920.61213+00917.2920.48213+25915.9920.74213+50914.8920.92213+75914.1922.05214+00915.0921.93214+25 214+50 214+75 215+00 215+25
8''x8'' TEE
TOP=912.968''x6'' REDUCER
TOP=913.33 8''x11.25° BEND
TOP=912.73
8'' GV & BOX
TOP=912.93
6'' WATERMAIN
5''x 7'-6'' HYDRANT
8'' WATERMAIN
549.9' @ -0.50%STREET NAMEBEGIN STREET CONSTRUCTION
STA. 211+74.69
ELEV. 921.11
SP-19 180'x8" (SDR-2
6
)
@
2
.
0
0
%
8" CAP
I=902.22
S-4
R=920.74
I=897.32 (10'') SP-5
I=898.62 (8'') SP-19
I=897.22 (10'') SP-4
18" CAP
I=916.22 P-18A 126'x18" @0.50%
ST-17
T/C=920.68
F/L=920.18
I=915.60 (15'') P-18
I=915.60 (18'') P-18A
I=917.18 (6'') SUB
I=915.40 (18'') P-17
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
7.5' MIN. BURY DEPTH
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
PHASE 2 TIE-IN GRADING
FUTURE ROADWAY PROFILE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.3 P&P - KENNEDY ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.3 P&P - KENNEDY ST (P2).DWG SAVED BY: TODD.KIRK 115OF
52
-
2024-08-26
22-26553
52 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 52
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
KENNEDY ST STATION 210+25 TO 215+50
LOT LINE, TYP.UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
KENNEDY ST
RIGHT OF WAY, TYP.185TH AVEINSULATION BOARD UNDER
STORM STRUCTURE
INSULATION BOARD UNDER
STORM STRUCTURE 10' TRAILPage 204 of 294
1 6
2
3
4 5
1
75
2 6
I
I
I>>>>>>>>>>>>>>>>>>>
>
>
>
>
>>
>
>
>
>
>>>>>>>>>I
I
I
I
I
I
I I I I I
I
I
I
I
I
I II>>>>I
I
I>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIII305306307308309310S-27
R=928.45
I=916.45 (8'') SP-27
SP-2
7
7
7
'
x
8
"
@
0
.
5
0
%
S-26
R=929.07
I=916.06 (8'') SP-27
I=915.96 (8'') SP-26
SP-26 87'x
8
"
@
0
.
5
0
%
S-25
R=929.60
I=915.53 (8'') SP-26
I=915.43 (8'') SP-25
SP-25 146'x8" @ 0
.
5
0
%
S-24
R=930.48
I=914.70 (8'') SP-25
I=914.60 (8'') SP-24
SP-24 144'x8" @ 0.50%
S-23
R=930.30
I=913.88 (8'') SP-24
I=915.38 (8'') SP-28
I=913.78 (8'') SP-23
SP-28 56'x8" @ 2.00%
P-41 32'x15" @ 0.50%
ST-41
T/C=930.24
F/L=929.74
I=926.74 (6'') SUB
I=925.84 (15'') P-41
EX P-39A (36")
EX
1
2
'
'
W
A
T
E
R
M
A
I
N
12''x11.25° BEND
12''x11.25° BEND
12''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=929.35
5''x 7'-6'' HYDRANT
BREAK=929.64
12''x22.5° BEND
12''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=930.27
5''x 7'-6'' HYDRANT
BREAK=930.56
12''x11.25° BEND
12''x11.25° BEND 12''x8'' TEE
12'' GV & BOX
R=930.15
8'' GV & BOX
R=930.10 8'' WATERMAIN8''x6'' TEE
8''x22.5° BEND
6'' WATERMAIN
6'' GV & BOX
R=930.245''x 7'-6'' HYDRANT
BREAK=930.55
12'' WATERMAIN
CO-13
R=930.72
I=927.22 (6'') SUB
CO-14
R=930.75
I=927.25 (6'') SUB CO-16
R=930.64
I=927.14 (6'') SUB
CO-15
R=930.60
I=927.10 (6'') SUB
900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
304+75928.6305+00928.5305+25928.6928.58305+50925.2928.73305+75922.1928.88306+00921.3929.03306+25920.9929.18306+50920.9929.33306+75921.2929.48307+00921.3929.64307+25921.8929.79307+50922.1929.94307+75922.6930.09308+00923.3930.24308+25923.9930.39308+50925.0930.54308+75926.2930.68309+00927.7930.74309+25928.5930.71309+50929.0930.60341.4' @ 0.60%
PVI STA = 309+37.04
PVI ELEV = 931.07'
L = 150.0'
K = 71.31
A.D. = 2.10%
928
.
5
0
305
+
0
2
.
8
8 930.74309+05.07308+62.04930.61BEGIN STREET CONSTRUCTION
STA. 305+20.61
ELEV. 928.55
S-27
R=928.45
I=916.45 (8'') SP-27
SP-27 77'x8" (SDR-35) @0.50%
S-26
R=929.07
I=916.06 (8'') SP-27
I=915.96 (8'') SP-26
SP-26 87'x8" (SDR-35) @0.50%
S-25
R=929.60
I=915.53 (8'') SP-26
I=915.43 (8'') SP-25
SP-25 146'x8" (SDR-35) @0.50%
S-24
R=930.48
I=914.70 (8'') SP-25
I=914.60 (8'') SP-24
SP-24 144'x8" (SDR-35) @0.50%
12''x6'' TEE
TOP=921.41
EX 12'' WATERMAIN
12''x11.25° BEND
TOP=920.97
12''x11.25° BEND
TOP=921.20
12''x22.5° BEND
TOP=921.68
12''x6'' TEE
TOP=922.34
12''x11.25° BEND
TOP=922.57
12'' WATERMAIN
12''x11.25° BEND
TOP=922.73
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
7.5' MIN. BURY DEPTH
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
CONNECT TO EXISTING WATERMAIN.
CONTRACTOR TO FIELD VERIFY SIZE,
DEPTH, AND LOCATION.
EX P-39A (36")
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.4 P&P - IVANHOE ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.4 P&P - IVANHOE ST (P2).DWG SAVED BY: TODD.KIRK 115OF
53
-
2024-08-26
22-26553
53 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 53
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
IVANHOE ST STATION 304+50 TO 309+75
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
RIGHT OF WAY, TYP.
IVANHOE ST
CONNECT TO EXISTING SUBDRAIN.
CONTRACTOR TO FIELD VERIFY
SIZE, DEPTH, AND LOCATION.
CONNECT TO EXISTING SUBDRAIN.
CONTRACTOR TO FIELD VERIFY
SIZE, DEPTH, AND LOCATION.
Page 205 of 294
6 3 524
378910 >>>>>>>>>>>
>
>
>
>>>>>
>
>
>
>
>
>>>
>
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>
>
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>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>II>>>>>>>>>>>>>IIIIII
IIIIIIIIII1020
1021
309310311312313314SP-24 14
4'
x
8
"
@
0.
5
0
%
ST-41
T/C=930.24
F/L=929.74
I=926.74 (6'') SUB
I=925.84 (15'') P-41
P-41 32'x15" @ 0.50%
ST-40
T/C=930.23
F/L=929.73
I=925.68 (15'') P-41
I=926.73 (6'') SUB
I=925.48 (15'') P-40
P-40 24'x15" @ 1.00%
ST-39
T/C=930.01
F/L=929.51
I=925.24 (15'') P-40
I=926.51 (6'') SUB
I=925.04 (15'') P-39
P-
3
9
5
3
'
x
1
5
"
@
1
.
0
0
%
ST-38
T/C=929.25
F/L=928.75
I=924.51 (15'') P-39
I=925.75 (6'') SUB
I=924.31 (18'') P-38
P-38 173'x18"
@
1
.
0
0
%
ST-37
T/C=927.16
F/L=926.66
I=922.58 (18'') P-38
I=912.97 (30'') P-42
I=923.66 (6'') SUB
I=912.77 (36'') P-37P-42 32'x30" @ 0.30%ST-42
T/C=927.16
F/L=926.66
I=913.27 (30'') P-43
I=923.66 (6'') SUB
I=913.07 (30'') P-42P-43 146'x30" @ 0.30%P-37 146'x36" @ 0.30%S-23
R=930.30
I=913.88 (8'') SP-24
I=915.38 (8'') SP-28
I=913.78 (8'') SP-23 SP-28 56'x8" @ 2.00%S-28
R=930.21
I=918.00 (8'') SP-29
I=916.50 (8'') SP-28
SP-23 123'x8" @ 0.50%
S-22
R=928.49
I=913.16 (8'') SP-23
I=913.06 (8'') SP-22
SP-22 120
'
x
8
"
@
3
.
0
5
%
S-21
R=927.17
I=909.42 (8'') SP-22
I=909.32 (8'') SP-21
SP-21 74'x8" @ 5.00%
S-20
R=927.44
I=905.63 (8'') SP-21
I=905.53 (8'') SP-20
SP-20 66'x8
"
@
5
.
0
0
%
S-11
R=927.51
I=902.24 (10'') SP-12
I=902.24 (8'') SP-20
I=902.14 (10'') SP-11
SP-11 93'x10" @ 0.30%SP-12
6
9'
x
1
0"
@
0.
3
0
%
S-12
R=927.03
I=902.54 (10'') SP-13
I=902.44 (10'') SP-12SP-13 88'x10" @ 0.30%
12''x11.25° BEND
12''x8'' TEE
12'' GV & BOX
R=930.15
8'' GV & BOX
R=930.10
5''x 7'-6'' HYDRANT
BREAK=930.55
6'' GV & BOX
R=930.24
6'' WATERMAIN
8''x6'' TEE
8''x22.5° BEND
8'' WATERMAIN12''x11.25° BEND
12'' WATERMAIN
12''x11.25° BEND
12''x11.25° BEND
12''x11.25° BEND
12''x11.25° BEND
5''x 7'-6'' HYDRANT
BREAK=927.87
6'' GV & BOX
R=927.58
6'' WATERMAIN
12''x6'' TEE
12''x8'' TEE
8'' GV & BOX
R=927.27
8'' WATERMAIN8''x11.25° BEND
12''x11.25° BEND
12'' GV & BOX
R=927.12
12''x11.25° BEND
12''x11.25° BEND
CO-16
R=930.64
I=927.14 (6'') SUB
CO-15
R=930.60
I=927.10 (6'') SUB
CO-17
R=927.53
I=924.03 (6'') SUB
CO-11
R=926.83
I=923.33 (6'') SUB
CO-12
R=927.00
I=923.50 (6'') SUB
CO-19
R=927.43
I=923.93 (6'') SUB
CO-20
R=927.53
I=924.03 (6'') SUB
CO-18
R=927.45
I=923.95 (6'') SUB
895
900
905
910
915
920
925
930
935
895
900
905
910
915
920
925
930
935
℄
309+50929.0930.60309+75929.8930.40310+00930.2930.11310+25929.8929.75310+50929.0929.37310+75929.0929.00311+00929.5928.62311+25929.8928.25311+50931.0927.87311+75931.8927.52312+00932.5927.28312+25933.3927.17312+50933.2927.19312+75932.2927.30313+00931.1927.43313+25929.5927.53313+50929.0927.55313+75928.8927.48314+00929.4927.34314+25930.0927.14℄185TH AVENUE186TH AVENUE12'' WATERMAIN12''x11.25° BEND
TOP=922.73
12''x8'' TEE
TOP=922.48
12'' GV & BOX
TOP=922.42
12''x11.25° BEND
TOP=921.56 12''x11.25° BEND
TOP=920.58
12''x11.25° BEND
TOP=919.10
12''x11.25° BEND
TOP=919.42
12''x11.25° BEND
TOP=919.63
12''x6'' TEE
TOP=919.58
12''x11.25° BEND
TOP=919.50
12'' GV & BOX
TOP=919.47
12''x11.25° BEND
TOP=919.12
12''x8'' TEE
TOP=919.52
SP-21 7
4
'
x
8
"
(
S
D
R
-
2
6
)
@
5
.
0
0
%
S-23
R=930.30
I=913.88 (8'') SP-24
I=915.38 (8'') SP-28
I=913.78 (8'') SP-23
S-22
R=928.49
I=913.16 (8'') SP-23
I=913.06 (8'') SP-22
SP-22 120'x8"
(
S
D
R
-
2
6
)
@
3
.
0
5
%
S-21
R=927.17
I=909.42 (8'') SP-22
I=909.32 (8'') SP-21
S-20
R=927.44
I=905.63 (8'') SP-21
I=905.53 (8'') SP-20
SP-20 6
6
'
x
8
"
(
S
D
R
-
2
6
)
@
5
.
0
0
%
SP-12 69'x10" (SDR-26) @0.30%
S-12
R=927.03
I=902.54 (10'') SP-13
I=902.44 (10'') SP-12
S-11
R=927.51
I=902.24 (10'') SP-12
I=902.24 (8'') SP-20
I=902.14 (10'') SP-11
SP-23 123'x8" (SDR-35) @0.50%
ST-37
T/C=927.16
F/L=926.66
I=922.58 (18'') P-38
I=912.97 (30'') P-42
I=923.66 (6'') SUB
I=912.77 (36'') P-37
ST-39
T/C=930.01
F/L=929.51
I=925.24 (15'') P-40
I=926.51 (6'') SUB
I=925.04 (15'') P-39
P-39 53'x15" @1.00%
ST-38
T/C=929.25
F/L=928.75
I=924.51 (15'') P-39
I=925.75 (6'') SUB
I=924.31 (18'') P-38
P-38 173'x18" @1.00%
147.7' @ -1.50%
45.7' @ 0.50%311+59.74927.72927.23312+59.74PVI STA = 313+55.40
PVI ELEV = 927.70'
L = 100.0'
K = 76.14
A.D. = 1.31%
PVI STA = 309+37.04
PVI ELEV = 931.07'
L = 150.0'
K = 71.31
A.D. = 2.10%
PVI STA = 312+09.74
PVI ELEV = 926.97
L = 100.0'
K = 49.98
A.D. = 2.00%
927
.
1
6
312
+
3
4
.
7
1 927.55313+43.53313+05.40927.45927.30314+05.40929.94310+12.04NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
7.5' MIN. BURY DEPTH
2.81'INSULATION BOARD UNDER
STORM STRUCTURE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.4 P&P - IVANHOE ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.4 P&P - IVANHOE ST (P2).DWG SAVED BY: TODD.KIRK 115OF
54
-
2024-08-26
22-26553
54 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 54
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
IVANHOE ST STATION 309+25 TO 314+50
INSULATION BOARD UNDER
STORM STRUCTURE
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
RIGHT OF WAY, TYP.
IVANHOE
S
T
INSULATION BOARD UNDER
STORM STRUCTURE186TH AVE185TH AVE185TH
A
V
E
20' D&
U
Page 206 of 294
6 13128111079
9
6
12781110 13 >>>>>>>>>>>>>>>>>>>>>>>>>>>II
I
I I I I I I I I I I I
I
I I I I I I I I I I I I
>
>
>>>>>>>>>>>>>>>>>>>>>>
I
I >>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIII3143153163173183198'' GV & BOX
R=927.27
12''x8'' TEE
12''x11.25° BEND
12'' GV & BOX
R=927.12
12''x11.25° BEND
12''x11.25° BEND
12'' WATERMAIN
12''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=924.83
5''x 7'-6'' HYDRANT
BREAK=925.12
SP-
1
2
6
9
'
x
1
0
"
@
0
.
3
0
%
S-12
R=927.03
I=902.54 (10'') SP-13
I=902.44 (10'') SP-12
SP-13 88'x1
0
"
@
0
.
3
0
%
S-13
R=926.31
I=902.91 (10'') SP-14
I=902.81 (10'') SP-13
SP-14 279'x10" @ 0.30%
ST-53
T/C=925.24
F/L=924.74
I=921.74 (6'') SUB
I=920.74 (15'') P-53
P-
5
3
4
8
'
x
1
5
"
@
0
.
5
0
%
ST-52
T/C=924.95
F/L=924.45
I=920.50 (15'') P-53
I=921.45 (6'') SUB
I=920.30 (15'') P-52
P-52 352'x15" @ 0.70%
S-14
R=924.04
I=903.85 (10'') SP-15
I=903.75 (10'') SP-14
SP-15 279'x10" @ 0.30%
CO-20
R=927.53
I=924.03 (6'') SUB
CO-19
R=927.43
I=923.93 (6'') SUB
895
900
905
910
915
920
925
930
935
895
900
905
910
915
920
925
930
935
314+25930.0927.14314+50930.8926.94314+75931.8926.73315+00933.2926.53315+25934.4926.33315+50935.4926.12315+75935.3925.92316+00934.5925.72316+25933.9925.51316+50933.3925.31316+75933.0925.11317+00932.5924.90317+25932.4924.70317+50932.4924.50317+75931.9924.29318+00931.8924.09318+25931.6923.89318+50931.5923.69318+75931.8923.48319+00932.0923.28579.0' @ -0.81%927.30314+05.40ST-53
T/C=925.24
F/L=924.74
I=921.74 (6'') SUB
I=920.74 (15'') P-53
P-53 48'x15" @0.50%
P-52 352'x15" @0.70%
ST-52
T/C=924.95
F/L=924.45
I=920.50 (15'') P-53
I=921.45 (6'') SUB
I=920.30 (15'') P-52
SP-14 279'x10" (SDR-26) @0.30%
SP-15 279'x10" (SDR-26) @0.30%
SP-12 69'x10" (SDR-26) @0.30%
S-12
R=927.03
I=902.54 (10'') SP-13
I=902.44 (10'') SP-12
SP-13 88'x10" (SDR-26) @0.30%
S-13
R=926.31
I=902.91 (10'') SP-14
I=902.81 (10'') SP-13 S-14
R=924.04
I=903.85 (10'') SP-15
I=903.75 (10'') SP-14
12'' WATERMAIN
12''x11.25° BEND
TOP=919.12
12''x11.25° BEND
TOP=918.76 12''x6'' TEE
TOP=916.95
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
7.5' MIN. BURY DEPTH
3.02'INSULATION BOARD UNDER
STORM STRUCTURE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.4 P&P - IVANHOE ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.4 P&P - IVANHOE ST (P2).DWG SAVED BY: TODD.KIRK 115OF
55
-
2024-08-26
22-26553
55 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 55
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
185TH AVE STATION 314+00 TO 319+25
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
RIGHT OF WAY, TYP.
INSULATION BOARD UNDER
STORM STRUCTURE
185TH AVE
Page 207 of 294
13
15
14
15
14
13
17
16 >>>>>>>>>>>>>>>>>>>>>>I I I I I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
IIII>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>I>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIII>II>II>II>II>II>319320321322323324509510510P-52 352'x15
"
@
0
.
7
0
%
ST-51
T/C=922.34
F/L=922.01
I=917.84 (15'') P-52
I=917.74 (15'') P-54
I=918.84 (6'') SUB
I=917.54 (18'') P-51
P-51 46'x18"
@
1
.
5
0
%
ST-50
T/C=922.48
F/L=921.98
I=916.86 (18'') P-51
I=916.63 (24'') P-56
I=918.98 (6'') SUB
I=914.84 (24'') P-50
ST-54
T/C=922.44
F/L=921.94
I=918.10 (15'') P-55
I=918.94 (6'') SUB
I=917.90 (15'') P-54
P-54 32'x15" @ 0.50%ST-55
T/C=922.75
F/L=922.25
I=919.25 (6'') SUB
I=918.25 (15'') P-55P-55 30'x15" @ 0.50%
ST-56
T/C=922.79
F/L=922.29
I=917.48 (24'') P-57
I=919.29 (6'') SUB
I=917.28 (24'') P-56
P-56 50'x24" @ 1.30%P-57 140'x24" @ 1.30%P-50 173'x24" @ 2.80%SP-15 279'x1
0
"
@
0
.
3
0
%
S-15
R=922.44
I=904.79 (10'') SP-16
I=906.39 (8'') SP-30
I=904.69 (10'') SP-15
SP-16 73'x10" @ 0.30%SP-30 68'x8" @ 1.56%S-30
R=923.48
I=907.55 (8'') SP-31
I=907.45 (8'') SP-30
S-16
R=921.80
I=905.11 (10'') SP-17
I=905.01 (10'') SP-16
SP-17 126'x1
0
"
@
0
.
3
0
%
S-17
R=915.91
I=906.98 (4'') FORCEMAIN
I=905.48 (10'') SP-17
12'' WATER
M
A
I
N
12''x8'' TEE
8'' GV & BOX
R=922.11
12'' GV & BOX
R=922.20
8''x11.25° BEND
5''x 7'-6'' HYDRANT
BREAK=923.21
6'' GV & BOX
R=922.92
6'' WATERMAIN
8''x6'' TEE
8'' WATERMAIN12''x11.25° BEND
12''x11.25° BEND
12''x11.25° BEND
12''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=915.18
5''x 7'-6'' HYDRANT
BREAK=915.47
12''x8'' TEE
8'' GV & BOX
R=914.61
12'' GV & BOX
R=914.518'' WATERMAINCO-21
R=922.64
I=919.14 (6'') SUB
4''x11.25° BEND
4'' F
O
R
C
E
M
A
I
N
895
900
905
910
915
920
925
930
935
895
900
905
910
915
920
925
930
935
319+00932.0923.28319+25932.5923.08319+50932.9922.87319+75933.1922.67320+00933.4922.48320+25933.3922.37320+50933.8922.34320+75933.9922.40321+00933.8922.51321+25934.2922.44321+50934.1922.03321+75934.1921.27322+00934.1920.17322+25933.9918.92322+50933.6917.67322+75933.6916.42323+00934.6915.20323+25933.7914.15323+50930.5913.28323+75919.0912.6013.9' @ 0.50%
88.0' @
-
5
.
0
0
%319+84.41922.59922.44320+84.41322+86.33915.86PVI STA = 321+48.34
PVI ELEV = 922.76'
L = 100.0'
K = 18.18
A.D. = 5.50%
PVI STA = 323+61.33
PVI ELEV = 912.11
L = 150.0'
K = 33.33
A.D. = 4.50%
PVI STA = 320+34.41
PVI ELEV = 922.19
L = 100.0'
K = 76.17
A.D. = 1.31%
922
.
3
4
320
+
4
6
.
3
0 922.53321+07.44320+98.34922.51920.26321+98.3412'' WATERMAIN
12''x8'' TEE
TOP=914.28
12'' GV & BOX
TOP=914.25 12''x11.25° BEND
TOP=914.03
12''x11.25° BEND
TOP=911.93
12''x11.25° BEND
TOP=909.84
12''x6'' TEE
TOP=907.25
12''x8'' TEE
TOP=906.93
12'' GV & BOX
TOP=906.75
SP-16 73'x10" (SDR-35) @0.30%
SP-15 279'x10" (SDR-26) @0.30%
S-15
R=922.44
I=904.79 (10'') SP-16
I=906.39 (8'') SP-30
I=904.69 (10'') SP-15
S-16
R=921.80
I=905.11 (10'') SP-17
I=905.01 (10'') SP-16
SP-17 126'x10" (SDR-35) @0.30%
S-17
R=915.91
I=906.98 (4'') FORCEMAIN
I=905.48 (10'') SP-17
P-52 352'x15" @0.70%
P-51 46'x18" @1.50%
ST-50
T/C=922.48
F/L=921.98
I=916.86 (18'') P-51
I=916.63 (24'') P-56
I=918.98 (6'') SUB
I=914.84 (24'') P-50
ST-51
T/C=922.34
F/L=922.01
I=917.84 (15'') P-52
I=917.74 (15'') P-54
I=918.84 (6'') SUB
I=917.54 (18'') P-51
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
7.5' MIN. BURY DEPTH
℄GRANT STREET4'' FORCEMAIN
4''x11.25° BEND
TOP=906.36
579.0' @ -0.81%
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.4 P&P - IVANHOE ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.4 P&P - IVANHOE ST (P2).DWG SAVED BY: TODD.KIRK 115OF
56
-
2024-08-26
22-26553
56 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 56
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
185TH AVE STATION 318+75 TO 324+00
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
RIGHT OF WAY, TYP.
INSULATION BOARD UNDER
STORM STRUCTURE
185TH AVEGRANT ST20' D&U
10'
T
R
A
I
L
Page 208 of 294
CENTE
R
P
I
T
NWL = 902.
2
7
100 Y
R
H
W
L
=
902.33WWWW WWWWWWW W W
W
WWWWWW
WWWWW
W
W >>>>>>>>I
I
I
I
I
I I I I I I I I I I I I I I I I I I I I I I
>>>>>>
>>
>>
II
II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III>II>II>II>II>II>II>II>II>II>II>II>II>II>II>I
I
32432532632732812'' WATERMAIN
12''x11.25° BEND
P-59 60' 28"x18'' @ 1.50%P-60 60' 73"x45'' @ 1.50%HW-59A
I=904.35
HW-60A
I=902.10
HW-59
I=903.45
HW-60
I=901.20
FES-61
I=902.50
P-61 48'x30" @ 0.50%
ST-61
T/C=910.81
F/L=910.31
I=902.94 (21'') P-62
I=906.06 (18'') P-74
I=907.31 (6'') SUB
I=902.74 (30'') P-61
P-74 189'x18" @ 1.30%P-62 32'x21" @ 0.50%ST-62
T/C=910.81
F/L=910.31
I=903.30 (18'') P-62A
I=907.31 (6'') SUB
I=903.10 (21'') P-62
P-62A 24'x18" @ 0.50%
18" CAP
I=903.42
18" CAP
I=912.55
P-69A 27'x18" @ 2.20%
ST-69
T/C=916.50
F/L=916.00
I=911.97 (18'') P-69A
I=911.77 (21'') P-69
ST-73
R=915.74
I=908.51 (18'') P-73
I=908.51 (18'') P-74
P-
7
3
4
7
'
x
1
8
"
@
0
.
5
0
%
ST-67
T/C=916.27
F/L=915.77
I=911.91 (15'') P-67
P-67 35'x15"
@
0
.
3
0
%
LS-1
R=909.25
I=881.12 (8'') SP-32
SP-32 45'x8" @ 0.40%
S-32
R=910.71
I=881.40 (8'') SP-33
I=881.30 (8'') SP-32
SP-33 183'x8" @ 0.40%
S-33
R=915.75
I=884.13 (8'') SP-35
I=882.23 (8'') SP-34
I=882.13 (8'') SP-33
4''x22.5° BEND
4''x45° BEND4'' FORCEMAIN
ST-67
T/C=916.27
F/L=915.77
I=911.91 (15'') P-67
P-67 35'x15"
@
0
.
3
0
%SP-35 103'x8" @ 5.00%P-69 35'x21" @
0
.
5
0
%
P-73 47'x18" @ 0.50%SP-34 79'x8" @ 0.40%8" CAP
I=882.55
T/C=916.20
F/L=915.70
I=911.60 (21'') P-69
I=911.40 (24'') P-68P-68 40'x24" @ 0.50
%
ST-72
R=916.35
I=911.72 (18'') P-72
I=908.75 (18'') P-73
P-72 57'x18"
@
0
.
5
0
%
12''x8'' CROSS
12'' GV & BOX
R=915.73
8'' GV & BOX
R=915.65
8'' GV & BOX
R=915.838'' WATERMAIN12''x22.5° BEND
S-33
R=915.75
I=884.13 (8'') SP-35
I=882.23 (8'') SP-34
I=882.13 (8'') SP-33
880
885
890
895
900
905
910
915
920
880
885
890
895
900
905
910
915
920
323+75919.0912.60324+00907.2912.11324+25905.0911.81324+50904.6911.66324+75903.9911.54325+00903.1911.41325+25904.3911.29325+50905.0911.16325+75904.7911.04326+00904.6910.91326+25905.3910.79326+50907.7910.67326+75910.1910.80327+00911.8911.28327+25911.9912.09327+50914.6913.25327+75914.3914.43328+00914.7915.31328+25916.5915.84328+50916.2916.0316.2' @ 5.0
0
%
207.6' @ -0.50%326+43.98910.69912.94327+43.98911.73324+36.33PVI STA = 328+10.20
PVI ELEV = 916.26'
L = 100.0'
K = 18.18
A.D. = 5.50%
PVI STA = 326+93.98
PVI ELEV = 910.44
L = 100.0'
K = 18.18
A.D. = 5.50%
PVI STA = 323+61.33
PVI ELEV = 912.11
L = 150.0'
K = 33.33
A.D. = 4.50%
910
.
6
7
326
+
5
3
.
0
7 916.03328+51.11327+60.20913.76916.01328+60.20P-60 (73'')
P-59 (28'')
12'' WATERMAIN
12''x11.25° BEND
TOP=905.67
12''x22.5° BEND
TOP=908.09
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
7.5' MIN. BURY DEPTH
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.3.76'1.5'4''x45° BEND
TOP=898.64 4''x22.5° BEND
TOP=898.49
4'' FORCEM
A
I
N
S-33
R=915.75
I=884.13 (8'') SP-35
I=882.23 (8'') SP-34
I=882.13 (8'') SP-33
SP-32 45'x8" (CL 52) @0.40%
LS-1
R=909.25
I=881.12 (8'') SP-32
S-32
R=910.71
I=881.40 (8'') SP-33
I=881.30 (8'') SP-32
SP-33 183'x8" (CL 52) @0.40%
ST-61
T/C=910.81
F/L=910.31
I=902.94 (21'') P-62
I=906.06 (18'') P-74
I=907.31 (6'') SUB
I=902.74 (30'') P-61
P-74 189'x18" @1.30%
ST-73
R=915.74
I=908.51 (18'') P-73
I=908.51 (18'') P-74
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.4 P&P - IVANHOE ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.4 P&P - IVANHOE ST (P2).DWG SAVED BY: TODD.KIRK 115OF
57
-
2024-08-26
22-26553
57 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 57
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
185TH AVE STATION 323+50 TO 328+75
FUTURE TRANSFORMER AND
CONTROL PANEL LOCATIONS
FUTURE VALVE VAULT. CAP
FORCEMAIN AT THIS LOCATION
FOR FUTURE CONNECTION
SHEET PILING RETAINING WALL
SHEET PILING RETAINING WALL
BLOCK RETAINING WALL
BLOCK RETAINING WALL34'24'R20'
R20'
R20'
R20'
115'
209.16'
209.16'
190'
R20'
R20'
R20'
R20'
Page 209 of 294
100YR100YR100YR100YR100YR10
0
Y
R
10
0
Y
R
100YR100YR100YRBASIN Q
100 YR HWL = 917.53
10
0
Y
R
1
0
0
Y
R100YR100YR100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR
IIIIIIIIIOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLI
I
I
I
I
I
I I I I I I I I I I I I I>>>>
>>>>>>
>>
>>
II
II>>>>>>>>>>>>>>>>>>>>>>>>>>>II
I
329330331332333333FES-70
I=913.00P-70 104'x18" @ 0.50%ST-70
R=919.00
I=915.40 (18'') P-71
I=913.52 (18'') P-70
P-71 18'x18" @ 5.00%
FES-71
I=916.30
ST-67
T/C=916.27
F/L=915.77
I=911.91 (15'') P-67
P-67 35'x15"
@
0
.
3
0
%SP-35 103'x8" @ 5.00%8" CAP
I=889.26
ST-66
T/C=916.47
F/L=915.97
I=911.80 (15'') P-67
I=911.60 (18'') P-66
P-66 20'x18" @ 0.30%
ST-65
T/C=915.95
F/L=915.45
I=911.54 (18'') P-66
I=911.34 (18'') P-65
P-65 32'x18" @ 0.45%P-69 35'x21"
@
0
.
5
0
%
P-73 47'x18" @ 0.50%SP-34 79'x8" @ 0.40%8" CAP
I=882.55
ST-68
T/C=916.20
F/L=915.70
I=911.60 (21'') P-69
I=911.40 (24'') P-68
P-68 40'x
2
4
"
@
0
.
5
0
%
ST-64
T/C=915.95
F/L=915.45
I=911.19 (18'') P-65
I=911.19 (24'') P-68
I=910.99 (30'') P-64
P-6
4
5
6
'
x
3
0
"
@
0
.
3
0
%
ST-72
R=916.35
I=911.72 (18'') P-72
I=908.75 (18'') P-73
P-7
2
5
7
'
x
1
8
"
@
0
.
5
0
%
FES-72
I=912.00 FES-63
I=910.50
ST-63
R=916.83
I=910.83 (30'') P-64
I=910.63 (30'') P-63
P-63 42'x30" @ 0.30%12'' GV & BOX
R=925.4512'' WATERMAIN
12''x11.25° BEND
12''x22.5° BEND
12''x8'' CROSS
12'' GV & BOX
R=915.73
8'' GV & BOX
R=915.65
8'' GV & BOX
R=915.838'' WATERMAIN12''x22.5° BEND
S-33
R=915.75
I=884.13 (8'') SP-35
I=882.23 (8'') SP-34
I=882.13 (8'') SP-33
880
885
890
895
900
905
910
915
920
895
900
905
910
915
920
925
930
935
328+50916.2916.03328+75917.0915.93329+00915.2915.81329+25918.3915.95329+50911.6916.50329+75908.0917.44330+00908.0918.52330+50908.0921.11330+75907.9922.19331+00910.1923.28331+25912.7924.36331+50915.1925.42331+75919.7926.18332+00923.6926.51332+25923.8332+50925.9332+75926.0333+00923.8333+25922.7S-33
R=915.75
I=884.13 (8'') SP-35
I=882.23 (8'') SP-34
I=882.13 (8'') SP-33
35.8' @ -0.50%328+96.00915.83917.26329+71.00PVI STA = 328+10.20
PVI ELEV = 916.26'
L = 100.0'
K = 18.18
A.D. = 5.50%
PVI STA = 329+33.50
PVI ELEV = 915.64
L = 75.0'
K = 15.51
A.D. = 4.84%
915
.
8
1
329
+
0
3
.
7
5916.03328+51.11916.01328+60.20P-65 (18'')
P-70 (18'')
12''x22.5° BEND
TOP=908.09
12''x22.5° BEND
TOP=907.99
12'' WATERMAIN
12''x11.25° BEND
TOP=909.71
12'' GV & BOX
TOP=908.09
12''x8'' CROSS
TOP=908.09
7.5' MIN. BURY DEPTH
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.2.93'2.95'171.5' @ 4.3
4
%
24.1' @ -1.00%
PVI STA = 331+82.54
PVI ELEV = 926.44'
L = 80.0'
K = 15.00
A.D. = 5.33%926.11332+07.54331+42.54924.70926.04332+22.5412'' WATERMAIN
16''x12'' TEE
TOP=918.11
12'' GV & BOX
TOP=917.65
7.5' MIN. BURY DEPTH
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
CONNECT TO EXISTING 16" WATERMAIN.
CONTRACTOR TO FIELD VERIFY SIZE,
DEPTH, AND LOCATION.
℄CLEVELAND RDNOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.4 P&P - IVANHOE ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.4 P&P - IVANHOE ST (P2).DWG SAVED BY: TODD.KIRK 115OF
58
-
2024-08-26
22-26553
58 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 58
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
185TH AVENUE STATION 328+25 TO 333+50
CONNECT TO EXISTING 16" WATERMAIN.
FIELD VERIFY SIZE, DEPTH, AND LOCATION.
INSULATION BOARD UNDER
STORM STRUCTURE
INSULATION BOARD
UNDER STORM
STRUCTURE
Page 210 of 294
BASIN
H= 914
.50
6
7
8100YR100YR100YR100YR100YR100YR
100YR100YR>>>>>>>>>>>IIIIIIIII
I
I
>>>>>>>>>>>>
>II I
I I
800801802309310ST-38
T/C=929.25
F/L=928.75
I=924.51 (15'') P-39
I=925.75 (6'') SUB
I=924.31 (18'') P-38 P-39 53'x15" @ 1.00%
ST-39
T/C=930.01
F/L=929.51
I=925.24 (15'') P-40
I=926.51 (6'') SUB
I=925.04 (15'') P-39
P-40 24'x15" @ 1.00%
ST-40
T/C=930.23
F/L=929.73
I=925.68 (15'') P-41
I=926.73 (6'') SUB
I=925.48 (15'') P-40
ST-41
T/C=930.24
F/L=929.74
I=926.74 (6'') SUB
I=925.84 (15'') P-41
P-41 32'x15" @ 0.50%SP-24 144'x8" @ 0.50%S-23
R=930.30
I=913.88 (8'') SP-24
I=915.38 (8'') SP-28
I=913.78 (8'') SP-23
SP-23 123'x8" @ 0.50%SP-28 56'x8" @ 2.00%
S-28
R=930.21
I=918.00 (8'') SP-29
I=916.50 (8'') SP-28
SP-
2
9
4
9
'
x
8
"
@
0
.
5
0
%
8" CAP
I=918.24
12''x11.25° BEND12'' WATERMAIN12''x8'' TEE
8'' GV & BOX
R=930.10
8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=930.24
5''x 7'-6'' HYDRANT
BREAK=930.55
8''x22.5° BEND
8''
W
A
T
E
R
M
A
I
N
8''x6'' REDUCER
6'' WATERMAIN
5''x 7'-6'' HYDRANT
BREAK=930.66
12''x11.25° BEND
12'' GV & BOX
R=930.15 6" CAP
I=926.93
6" CAP
I=926.92
905
910
915
920
925
930
935
940
945
905
910
915
920
925
930
935
940
945
℄
799+00 799+25 799+50 799+75 800+00930.1927.11800+25930.5931.67800+50930.4931.57800+75930.5930.45801+00929.9930.30801+25929.6930.06801+50929.6930.18801+75929.5930.30802+00929.9930.43802+25930.6802+50931.3802+75931.0803+00929.2803+25927.3803+50926.4803+75926.6427.7' @ 0.50%IVANHOE STREETSP-28 56'x8" (SDR-35) @
2
.
0
0
%
S-23
R=930.30
I=913.88 (8'') SP-24
I=915.38 (8'') SP-28
I=913.78 (8'') SP-23
S-28
R=930.21
I=918.00 (8'') SP-29
I=916.50 (8'') SP-28
SP-29 49'x8" (SDR-35) @0.50%8" CAP
I=918.24
P-41 (15")
8'' GV & BOX
TOP=922.31
8''x22.5° BEND
TOP=922.31
8'' WATERMAIN
8''x6'' REDUCER
TOP=922.73
5''x 7'-6'' HYDRANT
6'' WATERMAIN
12''x8'' TEE
TOP=922.48
8''x6'' TEE
TOP=922.31
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
PHASE 2 TIE-IN GRADING
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.7.5' MIN. BURY DEPTH
FUTURE ROADWAY PROFILE
END STREET CONSTRUCTION
STA. 801+90.30
ELEV. 930.38
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.5 P&P - 186TH AVE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.5 P&P - 186TH AVE (P2).DWG SAVED BY: TODD.KIRK 115OF
59
-
2024-08-26
22-26553
59 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 59
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
186TH AVE STATION 798+75 TO 804+00
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
186TH AVE
RIGHT OF WAY, TYP.IVANHOE STINSULATION BOARD UNDER
STORM STRUCTURE
Page 211 of 294
151151416100YR100YR100YR100YR100YR100YR1
0
0YR
100YR>>>>>>>>>>>IIIIIIIII>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>
>>>>IIIII>
>
>
>
>
>>>>I
I
IIIIII320
321
5065075085095105105''x 7'-6'' HYDRANT
BREAK=925.87
6'' WATERMAIN
8''x6'' REDUCER
8''x11.25° BEND
8'' WATERMAIN
8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=922.92
5''x 7'-6'' HYDRANT
BREAK=923.21
8''x11.25° BEND
8'' GV & BOX
R=922.11
12''x8'' TEE
12'' GV & BOX
R=922.20
12''x11.25° BEND 12'' WATERMAIN8" CAP
I=909.13
SP-31 102'x8"
@
1
.
5
6
%
S-30
R=923.48
I=907.55 (8'') SP-31
I=907.45 (8'') SP-30
SP-30 68'x8" @ 1.56%
S-15
R=922.44
I=904.79 (10'') SP-16
I=906.39 (8'') SP-30
I=904.69 (10'') SP-15
SP-15 279'x10" @ 0.30%SP-16 73'x10" @ 0.30%S-16
R=921.80
I=905.11 (10'') SP-17
I=905.01 (10'') SP-16
SP-17 126'x10" @ 0.30%
24" CAP
I=919.29
P-57 140'x24" @ 1.30%
ST-56
T/C=922.79
F/L=922.29
I=917.48 (24'') P-57
I=919.29 (6'') SUB
I=917.28 (24'') P-56
P-56 50'x24
"
@
1
.
3
0
%
ST-50
T/C=922.48
F/L=921.98
I=916.86 (18'') P-51
I=916.63 (24'') P-56
I=918.98 (6'') SUB
I=914.84 (24'') P-50 P-50 173'x24" @ 2.80%P-51 46'x18" @ 1.50%ST-55
T/C=922.75
F/L=922.25
I=919.25 (6'') SUB
I=918.25 (15'') P-55
P
-
5
5
3
0
'
x
1
5
"
@
0
.
5
0%
ST-54
T/C=922.44
F/L=921.94
I=918.10 (15'') P-55
I=918.94 (6'') SUB
I=917.90 (15'') P-54
P-54 32'x15" @ 0.50%
ST-51
T/C=922.34
F/L=922.01
I=917.84 (15'') P-52
I=917.74 (15'') P-54
I=918.84 (6'') SUB
I=917.54 (18'') P-51
P-52 352'x15" @ 0.70%FES-50
I=910.00
6" CAP
I=922.18
6" CAP
I=922.18
CO-21
R=922.64
I=919.14 (6'') SUB
895
900
905
910
915
920
925
930
935
895
900
905
910
915
920
925
930
935
895
900
905
910
915
920
925
930
935
℄
506+25927.9506+50928.1506+75928.4507+00929.3507+25929.9507+50929.9926.56507+75929.7925.48508+00930.6924.86508+25931.2924.23508+50932.6923.61508+75933.0922.98509+00933.5922.36509+25934.0922.40509+50933.3922.62509+75933.1923.22510+00933.1923.06510+25 510+50 510+75 511+00185TH AVENUE26.3' @ 0.50%
151.2' @ -2.50%926.80506+30.78PVI STA = 507+07.08
PVI ELEV = 927.18'
L = 100.0'
K = 33.30
A.D. = 3.00%
PVI STA = 505+80.78
PVI ELEV = 926.55
L = 100.0'
K = 49.89
A.D. = 2.00%
926
.
7
4
506
+
0
5
.
8
2 926.98506+73.74506+57.08926.93925.93507+57.08BEGIN STREET CONSTRUCTION
STA. 507+72.92
ELEV. 925.54
S-30
R=923.48
I=907.55 (8'') SP-31
I=907.45 (8'') SP-30
S-15
R=922.44
I=904.79 (10'') SP-16
I=906.39 (8'') SP-30
I=904.69 (10'') SP-15
SP-30 68'x8" (SDR-35) @1.
5
6
%
SP-31 102'x8" (SDR-35) @1.
5
6
%
8" CAP
I=909.13
ST-50
T/C=922.48
F/L=921.98
I=916.86 (18'') P-51
I=916.63 (24'') P-56
I=918.98 (6'') SUB
I=914.84 (24'') P-50
P-50 173'x24"
@
2
.
8
0
%
P-57 140'x24" @1.30%
ST-56
T/C=922.79
F/L=922.29
I=917.48 (24'') P-57
I=919.29 (6'') SUB
I=917.28 (24'') P-56
P-56 50'x24" @1.30%
8''x6'' TEE
TOP=914.97
8'' WATERMAIN
12''x8'' TEE
TOP=914.28
8''x11.25° BEND
TOP=917.66
8''x11.25° BEND
TOP=914.50
8'' GV & BOX
TOP=914.23
6'' WATERMAIN
5''x 7'-6'' HYDRANT
8''x6'' REDUCER
TOP=917.81
24" CAP
I=919.29
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
PROPOSED GRADE, TYP.
PHASE 2 TIE-IN GRADING
FUTURE ROADWAY PROFILE
EXISTING GRADE, TYP.
7.5' MIN. BURY DEPTH
510+25932.4918.22510+50931.8915.14510+75931.3913.95511+00927.4913.00FES-50
I=910.00
100 YR HIGH WATER LEVEL
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.6 P&P - GRANT ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.6 P&P - GRANT ST (P2).DWG SAVED BY: TODD.KIRK 115OF
60
-
2024-08-26
22-26553
60 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 60
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
GRANT ST STATION 506+00 TO 511+25
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
GRANT ST
RIGHT OF WAY, TYP.185TH AVEINSULATION BOARD UNDER
STORM STRUCTURE 20' D&UPage 212 of 294
100YR100Y
R 100YR 100YR
100YR100YR100YR1
0
0YR
100YRI
I
I
I
I
II>>>>>>>>>
>>>IIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>III32832911141115111611171118111918" CAP
I=912.55
P-69A 27'x18" @ 2.20%
ST-69
T/C=916.50
F/L=916.00
I=911.97 (18'') P-69A
I=911.77 (21'') P-69
P-69 35'x21" @ 0.50%
P-73 47'x18" @ 0.50%
ST-73
R=915.74
I=908.51 (18'') P-73
I=908.51 (18'') P-74 P-74 189'x18" @ 1.30%ST-72
R=916.35
I=911.72 (18'') P-72
I=908.75 (18'') P-73 P-72 57'x18" @ 0.50%ST-68
T/C=916.20
F/L=915.70
I=911.60 (21'') P-69
I=911.40 (24'') P-68
P-
6
8
4
0
'
x
2
4
"
@
0
.
5
0
%
FES-72
I=912.00
ST-64
T/C=915.95
F/L=915.45
I=911.19 (18'') P-65
I=911.19 (24'') P-68
I=910.99 (30'') P-64
P-64 56'x30" @ 0.30%P-65 32'
x
1
8"
@
0.
4
5
%
ST-65
T/C=915.95
F/L=915.45
I=911.54 (18'') P-66
I=911.34 (18'') P-65
P-66 20'x18" @ 0.30%
ST-66
T/C=916.47
F/L=915.97
I=911.80 (15'') P-67
I=911.60 (18'') P-66P-67
35
'x15
"
@
0
.30%
ST-67
T/C=916.27
F/L=915.77
I=911.91 (15'') P-67
8" CAP
I=882.55 SP-34 79'x8" @ 0.40%
S-33
R=915.75
I=884.13 (8'') SP-35
I=882.23 (8'') SP-34
I=882.13 (8'') SP-33
SP-35 103'x8" @ 5.00%
8" CAP
I=889.26
5''x 7'-6'' HYDRANT
BREAK=917.13
6'' WATERMAIN
8''x6'' REDUCER
8''x45° BEND
8''x45° BEND
8''x45° BEND
8''x45° BEND
8'' WATERMAIN
8'' GV & BOX
R=915.83
12'' GV & BOX
R=915.7312''x8'' CROSS
8'' GV & BOX
R=915.65
12''x22.5° BEND12''
WATERMA
IN
5''x 7'-6'' HYDRANT
BREAK=916.95
6'' WATERMAIN
6'' GV & BOX
R=916.62
8''x6'' TEE
8''x6'' REDUCER
6'' WATERMAIN
5''x 7'-6'' HYDRANT
BREAK=917.10
12''x22.5° BEND
880
885
890
895
900
905
910
915
920
880
885
890
895
900
905
910
915
920
1114+00928.11114+25926.21114+50923.81114+75921.41115+00921.41115+25920.21115+50919.91115+75918.11116+00914.4916.671116+25917.8916.051116+50918.2915.931116+75915.6915.811117+00916.5916.441117+25915.2917.061117+50915.61117+75918.31118+00913.01118+25913.21118+50913.61118+75914.7℄ROAD H8''x6'' REDUCER
TOP=907.93
6'' WATERMAIN
5''x 7'-6'' HYDRANT 8'' GV & BOX
TOP=907.93
8'' GV & BOX
TOP=907.93
8'' WATERMAIN
8''x6'' TEE
TOP=907.93
8''x6'' REDUCER
TOP=907.93
6'' WATERMAIN
5''x 7'-6'' HYDRANT
12''x8'' CROSS
TOP=908.09
8''x45° BEND
TOP=907.93
8''x45° BEND
TOP=906.15
8''x45° BEND
TOP=906.15
8''x45° BEND
TOP=907.93
S-33
R=915.75
I=884.13 (8'') SP-35
I=882.23 (8'') SP-34
I=882.13 (8'') SP-33
SP-35 103'
x
8
"
(
C
L
5
2
)
@
5
.
0
0
%
8" CAP
I=889.26
SP-34 79'x8" (CL 52) @0.40%
8" CAP
I=882.55
ST-69
T/C=916.50
F/L=916.00
I=911.97 (18'') P-69A
I=911.77 (21'') P-69
P-69A 27'x18" @2.20%
18" CAP
I=912.55 P-67 (15'')
P-72 (18'')2.22'NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.6 P&P - GRANT ST (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.6 P&P - GRANT ST (P2).DWG SAVED BY: TODD.KIRK 115OF
61
-
2024-08-26
22-26553
61 PLANNED ROAD & UTILITY CONSTRUCTION
300 26553 61
ELK RIVER MINNESOTA
PLANNED ROAD &
UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
ROAD H STATION 1113+75 TO 1119+00
ROAD H
RIGHT OF WAY, TYP.185TH AVEINSULATION BOARD UNDER
STORM STRUCTURE
INSULATION BOARD UNDER
STORM STRUCTURE
Page 213 of 294
1
OUTLOT F
1
2IIIIIII>>>>>
>
I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I
>>III305234567P-31 49'x30" @
0
.
5
0
%
EX P-39B
I=913.58
EX P-39B (30"
)
ST-31
R=922.45
I=914.02 (30'') P-32
I=913.82 (30'') P-31
P-32 101'x30"
@
0
.
5
0
%
EX ST-39A
R=928.04
EX P-3
9
A (
3
6")
P-32 101'x30"
@
0
.
5
0
%
ST-32
R=921.82
I=914.73 (24'') P-33
I=914.53 (30'') P-32
P-33 88'x24" @ 0.50%
ST-33
R=922.04
I=915.37 (24'') P-34
I=915.17 (24'') P-33
P-34 89'x24" @ 0.50%
ST-34
R=922.27
I=916.02 (24'') P-35
I=915.82 (24'') P-34
P-35 109'x24" @ 0.50%
ST-35
R=922.54
I=916.57 (24'') P-35
S-27
R=928.45
I=916.45 (8'') SP-27
S
P
-
2
7
7
7
'
x
8
"
@
0
.
5
0
%
1
2
'
'
WA
TERMA
IN
12''x11.25° BEND
900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
2+25928.3928.312+50923.7923.492+75924.2922.743+00924.7922.763+25925.6923.043+50927.6922.543+75930.8922.044+00933.4922.174+25934.3922.804+50935.3922.544+75936.4922.055+00937.1922.685+25936.4923.045+50936.0922.545+75935.4922.556+00935.2923.176+25934.9923.506+50934.7923.006+75934.0923.037+00932.8929.28P-31 49'x30" @0.50%
EX P-39B
I=913.58
ST-31
R=922.45
I=914.02 (30'') P-32
I=913.82 (30'') P-31
P-32 101'x30" @0.50%
ST-32
R=921.82
I=914.73 (24'') P-33
I=914.53 (30'') P-32
P-33 88'x24" @0.50%
ST-33
R=922.04
I=915.37 (24'') P-34
I=915.17 (24'') P-33
P-34 89'x24" @0.50%
ST-34
R=922.27
I=916.02 (24'') P-35
I=915.82 (24'') P-34
P-35 109'x24" @0.50%
ST-35
R=922.54
I=916.57 (24'') P-35
EX ST-39A
R=928.04
EX P-39B 30"
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
CONNECT TO EXISTING SANITARY SEWER.
CONTRACTOR TO FIELD VERIFY SIZE,
DEPTH, AND LOCATION.
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.7 P&P - REAR YARDS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.7 P&P - REAR YARDS (P2).DWG SAVED BY: TODD.KIRK 115OF
62
-
2024-08-26
22-26553
62 PLANNED UTILITY CONSTRUCTION
300 26553 62
ELK RIVER MINNESOTA
PLANNED UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
BLOCK 1 REAR YARD STATION 2+00 TO 7+25
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.IVANHOE STRIGHT OF WAY, TYP.7.5' D&UPage 214 of 294
10 32413210100YR100YR100YR100YR100YR100YR100YR>>>>>>>IIIIIIII
I>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIII I
1
0
2
1
1
0
2
13123130123 45FES-36
I=912.00
P-
3
6
4
4
'
x
3
6
"
@
0
.
3
0
%
ST-36
R=917.58
I=912.33 (36'') P-37
I=912.13 (36'') P-36
P-37 146'x36" @ 0.30%
ST-37
T/C=927.16
F/L=926.66
I=922.58 (18'') P-38
I=912.97 (30'') P-42
I=923.66 (6'') SUB
I=912.77 (36'') P-37 P-38 173'x18" @ 1.00%P-42 32'x30" @ 0.30%
ST-42
T/C=927.16
F/L=926.66
I=913.27 (30'') P-43
I=923.66 (6'') SUB
I=913.07 (30'') P-42
P-43 146'x30" @ 0.30%
ST-43
R=918.00
I=913.90 (21'') P-44
I=913.70 (30'') P-43 P-44
1
3
5
'
x
2
1
"
@
0
.
3
0
%
S-20
R=927.44
I=905.63 (8'') SP-21
I=905.53 (8'') SP-20 SP-21 74'x8" @ 5.00%S-21
R=927.17
I=909.42 (8'') SP-22
I=909.32 (8'') SP-21 SP-22 120'x8" @ 3.05%12''x11.25° BEND
12''x11.25° BEND12'' WATERMAIN 900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
0+00918.5912.000+25919.4913.280+50919.5916.590+75921.7918.371+00924.2919.311+25927.1920.361+50931.2922.941+75932.9923.482+00933.6927.332+25933.4927.142+50931.5927.292+75929.8926.983+00929.0926.653+25929.1925.123+50929.3923.433+75929.7920.364+00930.8918.244+25932.4918.744+50934.4919.244+75935.5918.83INSULATION BOARD BETWEEN STORM
STRUCTURE AND WATERMAIN
℄IVANHOE STREETFES-36
I=912.00
P-36 44'x36" @0.30%
ST-36
R=917.58
I=912.33 (36'') P-37
I=912.13 (36'') P-36
P-37 146'x36" @0.30%
ST-37
T/C=927.16
F/L=926.66
I=922.58 (18'') P-38
I=912.97 (30'') P-42
I=923.66 (6'') SUB
I=912.77 (36'') P-37
ST-42
T/C=927.16
F/L=926.66
I=913.27 (30'') P-43
I=923.66 (6'') SUB
I=913.07 (30'') P-42
P-42 32'x30" @0.30%P-43 146'x30" @0.30%
ST-43
R=918.00
I=913.90 (21'') P-44
I=913.70 (30'') P-43
P-44 135'x21" @0.30%
SP-21 (8")
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
100 YR HIGH WATER LEVEL
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.7 P&P - REAR YARDS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.7 P&P - REAR YARDS (P2).DWG SAVED BY: TODD.KIRK 115OF
63
-
2024-08-26
22-26553
63 PLANNED UTILITY CONSTRUCTION
300 26553 63
ELK RIVER MINNESOTA
PLANNED UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
RIGHT OF WAY, TYP.IVANHOE STINSULATION BOARD UNDER
STORM STRUCTURE
BLOCK 2 REAR YARD STATION -0+25 TO 5+00 20' D&UPage 215 of 294
2
13
12
15
11
14>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>567899P-44 135'x21" @ 0.30%
ST-44
R=917.87
I=914.51 (18'') P-45
I=914.31 (21'') P-44
P-45 110'x18" @ 0.35%
ST-45
R=918.15
I=915.09 (15'') P-46
I=914.89 (18'') P-45
P-46 110'x15" @ 0.40%
ST-46
R=918.43
I=915.73 (12'') P-47
I=915.54 (15'') P-46
P-47 130'x12" @ 0.45%
ST-47
R=918.90
I=916.32 (12'') P-47
900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
4+75935.5918.835+00934.5918.335+25933.5917.935+50932.6918.565+75932.1919.186+00932.1918.816+25931.9918.316+50931.5918.576+75931.1919.207+00930.7919.297+25930.8918.797+50931.1918.597+75931.8919.228+00932.2919.848+25932.6919.878+50932.8919.378+75933.0918.939+00933.3919.439+25932.9919.939+50
P-44 135'x21" @0.30%
ST-44
R=917.87
I=914.51 (18'') P-45
I=914.31 (21'') P-44
P-45 110'x18" @0.35%
ST-45
R=918.15
I=915.09 (15'') P-46
I=914.89 (18'') P-45
P-46 110'x15" @0.40%
ST-46
R=918.43
I=915.73 (12'') P-47
I=915.54 (15'') P-46
P-47 130'x12" @0.45%
ST-47
R=918.90
I=916.32 (12'') P-47
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.7 P&P - REAR YARDS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.7 P&P - REAR YARDS (P2).DWG SAVED BY: TODD.KIRK 115OF
64
-
2024-08-26
22-26553
64 PLANNED UTILITY CONSTRUCTION
300 26553 64
ELK RIVER MINNESOTA
PLANNED UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
RIGHT OF WAY, TYP.
BLOCK 2 REAR YARD STATION 4+50 TO 9+75
Page 216 of 294
BASI
N I
100
Y
R
H
W
L
= 91
1.
9
8
9
10
11
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR 100YR 100YR 100YR 100YR 100YRWETWETWET
WET
WET
WET
WETWETWETWETWETWETWETWETWETWETWET>>
>>
>>
>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>III
I
1014
1015
0
1 234555''x 7'-6'' HYDRANT
BREAK=???
6'' WATERMAIN
8''x6'' REDUCER
8''x22.5° BEND
8''x11.25° BEND 8'' WATERMAIN
8''x22.5° BEND 8''x22.5° BEND
8'' GV & BOX
R=918.71
8''x8'' TEE8'' WATERMAINSP-8 350'x10" @ 0.30%S-8
R=921.27
I=900.50 (10'') SP-9
I=900.40 (10'') SP-8 SP-9 194'x10" @ 0.30%FES-21
I=908.93
FES-22A
I=910.20
P-22 25'x12" @ 5.00%P-21 25'x12" @ 5.00%
FES-21A
I=910.20
FES-22
I=908.93
8''x11.25° BEND
885
890
895
900
905
910
915
920
925
885
890
895
900
905
910
915
920
925
0+25914.40+50911.00+75909.0911.181+00907.1910.921+25906.3909.251+50906.2909.251+75906.6909.252+00906.2909.252+25906.4909.142+50906.7909.762+75907.1911.123+00906.7911.513+25907.0911.463+50906.1913.963+75906.0916.744+00905.5919.394+25904.7919.154+50904.8918.884+75905.1919.045+00904.9920.588''x8'' TEE
TOP=910.94
8''x6'' REDUCER
TOP=903.22
8''x22.5° BEND
TOP=903.02
8''x22.5° BEND
TOP=901.56
8'' WATERMAIN
8''x11.25° BEND
TOP=901.94
8''x22.5° BEND
TOP=903.11
8'' GV & BOX
TOP=910.71
6'' WATERMAIN
5''x 7'-6'' HYDRANT
SP-8 (10")
P-22 (12")P-21 (12")
℄185TH AVENUENOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
7.5' MIN. BURY DEPTH
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.7 P&P - REAR YARDS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.7 P&P - REAR YARDS (P2).DWG SAVED BY: TODD.KIRK 115OF
65
-
2024-08-26
22-26553
65 PLANNED UTILITY CONSTRUCTION
300 26553 65
ELK RIVER MINNESOTA
PLANNED UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.
RIGHT OF WAY, TYP.
OUTLOT E WATERMAIN STATION 0+00 TO 5+25
Page 217 of 294
OUTLOT H
WET
WET
WET
WET
WET
WET WETWET
1
0 1112131415344FES-9
I=911.41
PRC=11+26.73 890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
10+25907.410+50907.910+75908.111+00909.011+25911.111+50913.411+75914.712+00915.012+25914.812+50914.612+75913.713+00913.013+25911.7913.9713+50910.9913.0713+75909.9912.1714+00908.4911.2714+25907.8910.3714+50907.2909.4714+75906.6908.5715+00906.0907.6720.4' @ -1.80%
214.5' @ -3.
6
0
%
PVI STA = 12+76.22
PVI ELEV = 915.73'
L = 100.0'
K = 55.55
A.D. = 1.80%
PVI STA = 11+55.85
PVI ELEV = 917.90'
L = 100.0'
K = 23.26
A.D. = 4.30%917.3711+64.0012+26.22916.63913.9313+26.2211+05.85916.65917.0012+05.85PARK TRAIL℄
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.PROPOSED GRADE, TYP.
PHASE 2 TIE-IN GRADING
FUTURE TRAIL PROFILE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
66
-
2024-08-26
22-26553
66 PLANNED TRAIL CONSTRUCTION
300 26553 66
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
LOT LINE, TYP.
NORTH SHORE TRAIL STATION 10+00 TO 15+25
R5'R5'
10' TRAIL
10' TRAILPage 218 of 294
100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100YR 100YR 100YR 100YR
W
W
W
W
W
W
W
W
W
W W
W
W
W
W W
WW
W
W
WET
WETWETWETWET
WET
WETWETWET
WET
WET
WET
WET
WET
WET
WET
WE
T
W
E
T
WETWETWETWETWETWETWETWET151617181920>>PRC=18+31.73PT=19+38.06FES-12
I=906.00 P-12 177'x24" @ 1.87% 885
890
895
900
905
910
915
920
925
885
890
895
900
905
910
915
920
925
15+25904.7906.7715+50903.4905.8915+75903.6905.1416+00903.3904.5716+25902.8904.1716+50907.0903.9516+75904.8903.9017+00904.4904.0117+25905.9904.1617+50906.8904.3117+75906.2904.4618+00906.6904.6118+25907.1904.7618+50907.1904.9118+75906.9905.0719+00906.1905.2119+25905.9905.3619+50905.7905.5119+75904.0905.6620+00903.8905.80299.3' @ 0.60%15+40.71906.21903.9616+90.71PVI STA = 20+40.02
PVI ELEV = 906.05'
L = 100.0'
K = 38.46
A.D. = 2.60%
PVI STA = 16+15.71
PVI ELEV = 903.51
L = 150.0'
K = 35.71
A.D. = 4.20%
903
.
8
9
16+
6
9
.
2
8 905.8220+13.1019+90.02905.75NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.PROPOSED GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
67
-
2024-08-26
22-26553
67 PLANNED TRAIL CONSTRUCTION
300 26553 67
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
LOT LINE, TYP.
NORTH SHORE TRAIL STATION 15+00 TO 20+25
R700'
R200'10' TRAILWATERS EDGE
Page 219 of 294
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YRW
W W
W
W
W
W
W
W W
W W W
W W
W
W W
W
W W W
W W W
W W
W202122232425>>>>>>>>PC=22+53.24PT=24+25.14FES-12
I=906.00
55FES-23A
I=902.75 FES-24A
I=902.75
P-23
50
'x24
"
@
0
.50%P-24
50
'x24
"
@
0
.50%
FES-23
I=902.50
FES-24
I=902.50
FES-11
I=907.20
P-11 15'x18" @ 5.00%
ST-10
R=910.00
I=906.44 (18'') P-11
I=902.01 (18'') P-10 P-10
67
'x18
"
@
1
.50%
FES-10
I=901.00
PC=4+
5
0.
5
8
PT=4+79.37
PI=5+09.97
885
890
895
900
905
910
915
920
925
885
890
895
900
905
910
915
920
925
20+25904.6905.8120+50905.1905.6520+75905.6905.3321+00905.6904.8521+25902.8904.3521+50903.0903.8521+75903.4903.3522+00902.5902.8522+25902.2902.4522+50902.1902.3022+75901.9902.4123+00901.9902.7923+25902.3903.3423+50903.0903.9423+75904.5904.5924+00906.1905.2824+25906.8906.0324+50906.7906.7824+75908.8907.5325+00909.6908.2670.6' @ 3.00%
9.1' @ 2.20%
114.1' @ -2.00%23+13.25903.07905.6724+13.2522+04.10902.77902.8723+04.10PVI STA = 25+83.86
PVI ELEV = 910.79'
L = 200.0'
K = 80.00
A.D. = 2.50%
PVI STA = 20+40.02
PVI ELEV = 906.05'
L = 100.0'
K = 38.46
A.D. = 2.60%
PVI STA = 23+63.25
PVI ELEV = 904.17
L = 100.0'
K = 125.00
A.D. = 0.80%
PVI STA = 22+54.10
PVI ELEV = 901.77
L = 100.0'
K = 23.81
A.D. = 4.20%
902
.
3
0
22+
5
1
.
7
2905.8220+13.1024+83.86907.79905.0520+90.02P-10 (18")
P-24 (24")P-23 (24")
℄CULVERT TRAILNOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
68
-
2024-08-26
22-26553
68 PLANNED TRAIL CONSTRUCTION
300 26553 68
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
NORTH SHORE TRAIL STATION 20+00 TO 25+25
WATERS EDGE
R1000'
R5'R5'10' TRAIL10' TRAIL
Page 220 of 294
100YR100YR100YR100YR100YR100YR100YR100YR100YRW
W
W
WW
W
W
W
W
W W W W W W
W
W
W
W
W W
W W W
W
W
W
W252627282930>>>>>>PC=25+66.74PT=27+96.26PC=28+30.0555FES-48
I=905.00 P-48 85'x18" @ 1.50%FES-49
I=911.10
P-49 28'x18" @ 7.00%
ST-48
R=912.76
I=909.17 (18'') P-49
I=906.28 (18'') P-48
PC=4+50.58
PT=4
+
7
9
.
3
7
PI=5+
0
9
.
9
7
885
890
895
900
905
910
915
920
925
885
890
895
900
905
910
915
920
925
℄
25+25910.0908.9225+50910.2909.5025+75910.9910.0126+00911.3910.4326+25911.0910.7826+50911.1911.0526+75911.5911.2427+00911.7911.3727+25912.3911.4927+50912.5911.4827+75912.4911.2828+00911.9910.8928+25911.8910.3228+50911.6909.6928+75910.7909.0929+00909.3908.7229+25910.8908.6529+50911.3908.8729+75911.0909.3630+00911.2909.91CULVERT TRAILP-48 (18")
46.5' @ -2.50%
35.2' @ 0.50%28+65.57909.30909.1529+65.57PVI STA = 27+69.04
PVI ELEV = 911.72'
L = 100.0'
K = 33.33
A.D. = 3.00%
PVI STA = 25+83.86
PVI ELEV = 910.79'
L = 200.0'
K = 80.00
A.D. = 2.50%
PVI STA = 29+15.57
PVI ELEV = 908.05
L = 100.0'
K = 21.28
A.D. = 4.70%
908
.
6
4
29+
1
8
.
7
6911.5127+35.7027+19.04911.47910.4728+19.04911.2926+83.86NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.PROPOSED GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
69
-
2024-08-26
22-26553
69 PLANNED TRAIL CONSTRUCTION
300 26553 69
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
NORTH SHORE TRAIL STATION 25+00 TO 30+25
WATERS EDGE
R500'
R5'
R5'
R1000'10' TRAIL10' TR
A
I
L
Page 221 of 294
100YR
100YR
100YR
100YR
100
Y
R
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YRW W
W W W
W
W
W
W
W
W
W W W
W
W
W
W
W W W
W
W W W
W
W303132333435>>PT=32+46.55PC=34+24.95P
T
=
3
5
+
7
3
.
6
4
890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
30+25911.8910.4630+50910.7911.0130+75911.6911.5631+00912.5912.1131+25912.8912.6031+50913.7912.9831+75913.7913.2432+00913.9913.3932+25913.5913.4232+50914.0913.3332+75913.9913.1333+00914.2912.8133+25914.3912.4433+50914.6912.1133+75914.5911.9234+00913.4911.8434+25914.5911.8934+50914.6912.0234+75914.8912.1435+00915.0912.27125.3' @ 0.50%27.2' @ -1.50%
134.4' @ 2.20%33+27.19912.40911.9034+27.19PVI STA = 32+00.00
PVI ELEV = 914.31'
L = 200.0'
K = 54.05
A.D. = 3.70%
PVI STA = 33+77.19
PVI ELEV = 911.65
L = 100.0'
K = 49.99
A.D. = 2.00%
911
.
8
4
34+
0
2
.
1
7913.4232+18.9231+00.00912.11912.8133+00.00NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
70
-
2024-08-26
22-26553
70 PLANNED TRAIL CONSTRUCTION
300 26553 70
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
LOT LINE, TYP.
NORTH SHORE TRAIL STATION 30+00 TO 35+25
WATERS EDGE
R1000'
R200'10' TRAILPage 222 of 294
BASIN
O100 YR
HWL
= 914
.88
3
1
7
1
0
0YR
100YR100YR100YR100YR1
0
0
Y
R
10
0
Y
R
10
0
Y
R
10
0
Y
R
100
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YRWW
W
W W
W WW
W
W
W
W
SB-21
353637383940>>>>>>>>>IIIIIIIII
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I>>II
I
II>II>II>II>II>PT=35+73.64PC=37+92.26PT=38+74.51323324FES-58A
I=913.50
P-58 78'x12" @ 5.00%FES-58
I=909.5812'' WATERMAIN12'' GV & BOX
R=914.51
12''x8'' TEE
8'' GV & BOX
R=914.61
12''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=915.18
5''x 7'-6'' HYDRANT
BREAK=915.47
12''x11.25° BEND
8'' WATERMAIN
8''x11.25° BENDSP-17
126
'x10
"
@
0
.30%
S-17
R=915.91
I=906.98 (4'') FORCEMAIN
I=905.48 (10'') SP-17
8'' WATERM
A
I
N
4''x11.25° BEND
4'' FORCEMAIN 900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
35+25915.3912.3935+50918.4912.5235+75920.5912.6836+00923.2912.9136+25926.0913.2236+50928.8913.6136+75930.8914.0437+00932.9914.4737+25934.2914.4837+50934.2914.4237+75934.0914.5038+00933.7914.6238+25932.4914.7038+50931.5914.7138+75923.8914.6739+00928.1914.5839+25923.5914.4339+50921.1914.2239+75916.2913.9540+00916.5913.6444.1' @ 1.73%35+52.51912.53913.6536+52.51PVI STA = 36+02.51
PVI ELEV = 912.78
L = 100.0'
K = 81.01
A.D. = 1.23%
34.5' @ 0.50%
PVI STA = 38+89.26
PVI ELEV = 915.08'
L = 200.0'
K = 111.12
A.D. = 1.80%914.7138+44.8137+89.26914.58913.7839+89.26℄185TH AVENUEP-58 (12")
12''x8'' TEE
TOP=906.93
8''x11.25° BEND
TOP=906.768'' GV & BOX
TOP=906.76
8'' WATERMAIN
7.5' MIN. BURY DEPTH
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
71
-
2024-08-26
22-26553
71 PLANNED TRAIL CONSTRUCTION
300 26553 71
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
NORTH SHORE TRAIL STATION 35+00 TO 40+25
WATERS EDGE
WATERS EDGE
R200'
R500'
LOT LINE, TYP.
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.185TH AVERIGHT OF WAY, TYP.10' TRAILPage 223 of 294
10
0
Y
R
100
Y
R
100
Y
R
100Y
R
100YR100YR100YR100YRW
W WW
W
W W W W
WWW
W
W
W
W
W
WW
W W
W
W
W
W
W
W W
W
W404142434445I
I
I
I
I
I PC=40+89.03PRC=42+09.17PT=43+44.44PC=44+36.30
8'' WATERMAIN
8''x6'' REDUCER 5''x 7'-6'' HYDRANT
BREAK=912.53
6'' WATERMAIN
895
900
905
910
915
920
925
930
935
895
900
905
910
915
920
925
930
935
40+25925.7913.3140+50925.1912.9940+75916.3912.6641+00920.4912.3441+25916.841+50919.941+75910.742+00917.942+25920.642+50916.942+75918.043+00912.643+25917.343+50925.343+75926.044+00926.544+25926.044+50923.444+75925.445+00924.5145.9' @ -1.30%
7.9' @ 0.50%
320.7' @ 4.0
0
%41+35.14911.88911.4842+35.1442+43.02911.52913.7743+43.02PVI STA = 41+85.14
PVI ELEV = 911.23
L = 100.0'
K = 55.56
A.D. = 1.80%
PVI STA = 42+93.02
PVI ELEV = 911.77
L = 100.0'
K = 28.57
A.D. = 3.50%
911
.
4
1
42+
0
7
.
3
6
8'' WATERMAIN
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
EXISTING GRADE, TYP.
FUTURE TRAIL PROFILE
7.5' MIN. BURY DEPTH
8''x6'' REDUCER
TOP=904.80
5''x 7'-6'' HYDRANT
6'' WATERMAIN
PROPOSED GRADE, TYP.
PHASE 2 TIE-IN GRADING
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
72
-
2024-08-26
22-26553
72 PLANNED TRAIL CONSTRUCTION
300 26553 72
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
NORTH SHORE TRAIL STATION 40+00 TO 45+25
WATERS EDGE10' TRAILPage 224 of 294
51WETWETWETWETWET13
14>>>>>>>>>IIIIIIIIIII>>>>>>>>>>>>>>>>>>II>>>>>>
>
I I
I012344PC=1+74.26PT=2+40.318''x11.25° BEND
8'' WATERMAIN
8'' GV & BOX
R=920.68
8''x8'' TEE
8'' GV & BOX
R=920.56
8''x11.25° BEND8'' WATERMAINS-4
R=920.74
I=897.32 (10'') SP-5
I=898.62 (8'') SP-19
I=897.22 (10'') SP-4
SP-19 180'x8" @ 2.00%SP-5 200'x10" @ 0.30%ST-18
T/C=920.64
F/L=920.14
I=916.10 (15'') P-19
I=917.14 (6'') SUB
I=915.90 (15'') P-18
1006
1007
P-19 23'x15" @ 1.00%
P-20 33'
x
1
5
"
@
0.
5
0
%
ST-20
T/C=920.99
F/L=920.49
I=917.49 (6'') SUB
I=916.69 (15'') P-20P-18 33'x15" @ 0.90%ST-17
T/C=920.68
F/L=920.18
I=915.60 (15'') P-18
I=915.60 (18'') P-18A
I=917.18 (6'') SUB
I=915.40 (18'') P-17
P-18A 126'x18" @ 0.50%
P-17 25'x18" @ 1.50%
ST-16
T/C=920.52
F/L=920.02
I=917.46 (6'') SUB
I=915.02 (18'') P-17
I=914.82 (21'') P-16 P-16 262'x21" @ 0.70% 895
900
905
910
915
920
925
930
935
895
900
905
910
915
920
925
930
935
℄
-0+25 0+00914.1920.170+25911.6920.390+50911.7920.670+75913.2920.771+00914.1920.521+25916.8920.131+50918.6919.501+75919.0918.882+00918.6918.252+25918.1917.632+50917.8917.002+75917.1916.383+00916.3915.753+25915.5915.133+50913.8914.503+75911.6913.934+00911.04+25 4+50
11.4' @ 2.00%54.3' @ -1.00%
253.7' @ -2.50%STA = 0+61.39ELEV = 920.90STA = 1+15.70ELEV = 920.36℄185TH AVENUENORTH SHORE TRAILNOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
SP-5 (10")
8'' WATER
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
73
-
2024-08-26
22-26553
73 PLANNED TRAIL CONSTRUCTION
300 26553 73
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
PARK TRAIL STATION -0+50 TO 4+75
LOT LINE, TYP.
R200'10' TRAILR5'
R5'
UTILITY EASEMENT, TYP.
BUILDING PAD, TYP.
BUILDING SETBACK, TYP.185TH AVERIGHT OF WAY, TYP.
KENNEDY ST
Page 225 of 294
100YR100YR100YR100YR100YR100YR>>>IIIIIIII>>>>>>>>>>>>>>>>>>>>>>012PC=1+46.64PRC=2
+
1
1.
0
5PT=2+48.64PC=2+55.87PT=3+06.
3
5
895
900
905
910
915
920
925
930
935
895
900
905
910
915
920
925
930
935
0+00921.30+25921.20+50921.5921.490+75921.4921.231+00920.2920.001+25919.0918.781+50917.7917.581+75916.5916.552+00915.3915.532+25915.1915.082+50915.1915.082+75915.1915.083+00915.1915.073+25915.1915.083+50915.1915.083+75915.1915.084+00915.1915.084+25915.1915.084+50915.1915.084+75915.1915.0818.8' @ 0.50%
64.4' @ -4.
1
0
%
78.9' @ -
4
.
9
0
%STA = 0+67.75ELEV = 921.58STA = 1+46.64ELEV = 917.72STA = 2+11.05ELEV = 915.08EX P-46 (18")EX P-47 (18")
984.0' @ 0.00%
℄KENNEDY STREETNOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100YR
100YR
100YR
100YR
>>>>>>WETWET
WET WET
WET
WET
WET23456PRC
=
2
+
1
1
.
0
5
PT=2+48.64
PC=2+55.87PT=3+06.35PC=4+82.87EX P-47 (18")EX P-46 (18")BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
74
-
2024-08-26
22-26553
74 PLANNED TRAIL CONSTRUCTION
300 26553 74
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
WETLAND TRAIL STATION -0+25 TO 5+00
EX RIGHT OF WAY, TYP.KENNEDY ST0
SCALE IN FEET
20 40
LOT LINE, TYP.
MATCH EXISTING SIDEWALK
PROTECT EXISTING STORM
LINE AND STRUCTURES
R55'
R35'10' TRAILR55'
R35'
R35'
R33'10' TRAILPage 226 of 294
OUTLO
T
E
OUTLO
T
D 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R
100YR
100YR
100YR
100YR 100YR 100YR
100YR
100YR
100YR
>>WETWET
WET
W
E
T
WET4
5 678910PC=4+8
2.
8
7 PT=5+57.59PC=6+32.19PT=6+49.64EX P-46 (
1
8")
890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
5+00915.1915.085+25915.1915.075+50915.1915.085+75915.1915.086+00910.3915.086+25908.5915.086+50907.7915.086+75908.7915.087+00908.7915.087+25908.6915.087+50910.1915.087+75912.4915.088+00913.9915.088+25914.3915.088+50914.6915.088+75914.8915.089+00914.6915.089+25914.4915.089+50913.7915.089+75912.1915.08984.0' @ 0.00%
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
75
-
2024-08-26
22-26553
75 PLANNED TRAIL CONSTRUCTION
300 26553 75
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
WETLAND TRAIL STATION 4+75 TO 10+00
R33'
R55'10' TRAILPage 227 of 294
BASI
N
H
100 YR
H
WL
= 914.50
OUTLO
T
E
1
2
3
1100YR100YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R
WET
WET
WET
WET
WET
WET
WE
T
WETWET>>>>>>>>>>IIIIIIIII>>
>>
>>
>>
>>
>>>>>
>
I
I
I
I II011017
1018
10111
2
131414PC=10+83.15P
T
=
1
1
+
1
4
.
9
6
P
C
=
1
1
+
9
5
.
0
1 PT=12+52.48PC=13+10.83PRC=
1
3
+
7
7.70PT=14+01.72ST-30
T/C=922.11
F/L=921.61
I=918.61 (6'') SUB
I=917.61 (15'') P-30
P-30
3
3
'
x
1
5
"
@
0
.
5
0
%
ST-29
T/C=922.11
F/L=921.61
I=917.45 (15'') P-30
I=918.61 (6'') SUB
I=917.25 (15'') P-29
P-29
1
5
4
'
x
1
5
"
@
4
.
1
2
%SP-9 194'x10" @ 0.30%S-9
R=922.49
I=901.18 (10'') SP-10
I=901.08 (10'') SP-9 SP-10 193'x10" @ 0.30%8'' WATERMAINST-28
R=915.05
I=910.89 (15'') P-29
I=910.69 (15'') P-28
890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
984.0' @ 0.00%
10+00911.0915.0810+25910.0915.0810+50909.0915.0810+75908.4915.0811+00908.1915.0711+25909.5915.0811+50910.4915.0811+75912.1915.0812+00913.2915.2812+25913.1916.3012+50911.6917.3312+75910.7918.5313+00910.5919.7613+25909.0920.9913+50908.8921.4313+75908.7921.6814+00908.2921.9314+25907.8922.1314+50907.1922.3114+75
57.5' @ 4.10
%
77.6' @ 4.9
0
%
71.7' @ 1.00%STA = 11+95.01ELEV = 915.08STA = 12+52.48ELEV = 917.43STA = 13+30.03ELEV = 921.23SP-9 (10")
8'' WATER
℄185TH AVENUENOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
76
-
2024-08-26
22-26553
76 PLANNED TRAIL CONSTRUCTION
300 26553 76
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
WETLAND TRAIL STATION 9+75 TO 15+00
R55'
R55'
R100'
R35'
1
0
'
T
R
A
I
L 185TH AVEPage 228 of 294
1100YR100YR100YR100YR100YR100YR100YR100YR100YR100YRWWW25
26
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>IIIIIIIII>>
>>>>>>>>>>>>>>>>
I I
IPT=24+
2
5
.
1
4
PC=25+
6
6
.
7
4
012345FES-23A
I=902.75
FES-24A
I=902.75
P-23 50'x24" @ 0.50%
P-24 50'x24" @ 0.50%
FES-23
I=902.50
FES-24
I=902.50
1016
1017
1414PRC=13+77.70PT=14+01.72ST-30
T/C=922.11
F/L=921.61
I=918.61 (6'') SUB
I=917.61 (15'') P-30
P-30 33'x15" @ 0.50%
ST-29
T/C=922.11
F/L=921.61
I=917.45 (15'') P-30
I=918.61 (6'') SUB
I=917.25 (15'') P-29 P-29 154'x15" @ 4.12%SP-9 194'x10" @ 0.30%S-9
R=922.49
I=901.18 (10'') SP-10
I=901.08 (10'') SP-9
8''x6'' TEE
6'' WATERMAIN
6'' GV & BOX
R=922.24
5''x 7'-6'' HYDRANT
BREAK=922.538'' WATERMAINST-28
R=915.05
I=910.89 (15'') P-29
I=910.69 (15'') P-28
P-28 35'x15" @ 2.00%FES-28
I=910.00
P-27 231'x24" @ 0.50%
P-26 252'x24" @ 0.94%
P-25 257'x24" @ 0.50%FES-25
I=904.52
FES-26
I=904.52
FES-27
I=907.85 PC=2+26.87PT=2+35.56PC=4+50.58PT=4+79.37PI=5+09.97 890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
℄
0+25907.2922.050+50906.5922.210+75905.6921.641+00905.6920.511+25905.7919.391+50905.3918.261+75905.6917.242+00905.2916.332+25905.4915.562+50905.0914.902+75904.7914.273+00904.7913.653+25904.3913.023+50904.9912.403+75904.5911.774+00904.2911.154+25904.9910.524+50905.1909.904+75906.5909.285+00910.1908.65SP-9 (10")
8'' WATER
84.1' @ -
4
.
5
0
%
261.9' @ -2.50%1+43.07918.57915.072+43.07PVI STA = 1+93.07
PVI ELEV = 916.32
L = 100.0'
K = 50.00
A.D. = 2.00%
℄185TH AVENUENORTH SHORE TRAILST-30
T/C=922.11
F/L=921.61
I=918.61 (6'') SUB
I=917.61 (15'') P-30
P-30 33'x15" @0.50%
ST-29
T/C=922.11
F/L=921.61
I=917.45 (15'') P-30
I=918.61 (6'') SUB
I=917.25 (15'') P-29
P-29 154'x
1
5
"
@
4
.
1
2
%
ST-28
R=915.05
I=910.89 (15'') P-29
I=910.69 (15'') P-28
P-28 35'x15" @2.00%
FES-28
I=910.00
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
INSULATION BOARD UNDER
STORM STRUCTURE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.8 P&P - TRAILS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF
77
-
2024-08-26
22-26553
77 PLANNED TRAIL CONSTRUCTION
300 26553 77
ELK RIVER MINNESOTA
PLANNED TRAIL
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
CULVERT TRAIL STATION 0+00 TO 5+25185TH AVER100'
R100'
R5'
R5'10' TRAILPage 229 of 294
FES-2, ST-1, AND FES-1
895
900
905
910
915
920
925
895
900
905
910
915
920
925
FES-3, ST-3, AND ST-4A
905
910
915
920
925
930
935
905
910
915
920
925
930
935
-0+25 0+00920.2912.000+25922.0913.230+50923.2917.110+75923.8918.361+00924.1921.201+25924.7925.071+50925.5925.411+75926.4924.672+00927.6924.312+25928.2924.472+50 2+75
℄LINCOLN STREETFES-3
I=912.00
P-3 167'x24" @0.60%
ST-3
T/C=924.36
F/L=923.86
I=913.20 (21'') P-4
I=919.90 (15'') P-4A
I=920.86 (6'') SUB
I=913.00 (24'') P-3
P-4A 32'x15" @0.50%
ST-4A
T/C=924.36
F/L=923.86
I=920.86 (6'') SUB
I=920.06 (15'') P-4A
8'' WATER
INSULATION BOARD UNDER
STORM STRUCTURE3.54'PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
100 YR HIGH WATER LEVEL
100 YR HIGH WATER LEVEL
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
0+25917.6912.000+50916.9912.020+75916.0915.931+00912.21+25908.41+50906.8FES-2
I=913.50
P-2 14'x12" @2.00%
ST-1
R=916.00
I=913.22 (12'') P-2
I=909.00 (6'') SD-B1
I=908.50 (18'') P-1
P-1 54'x18" @0.50%
FES-1
I=908.23
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9 X SECTIONS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF
78
-
2024-08-26
22-26553
78 STORM SEWER CROSS SECTIONS
300 26553 78
ELK RIVER MINNESOTA
STORM SEWER
CROSS SECTIONS
TTK
TTK
JDF
Page 230 of 294
ST-9 AND FES-9
900
905
910
915
920
925
930
900
905
910
915
920
925
930
ST-19 AND ST-20
900
905
910
915
920
925
930
900
905
910
915
920
925
930
ST-7 AND ST-6
905
910
915
920
925
930
935
905
910
915
920
925
930
935
ST-5 AND ST-6A
905
910
915
920
925
930
935
905
910
915
920
925
930
935
-0+25 0+00928.2922.080+25927.4921.630+50926.9921.610+75 1+00
ST-5
T/C=924.49
F/L=923.99
I=914.15 (18'') P-6
I=919.85 (15'') P-6A
I=920.99 (6'') SUB
I=913.95 (21'') P-5
ST-6A
T/C=924.51
F/L=924.01
I=921.01 (6'') SUB
I=920.01 (15'') P-6A
P-6A 33'x15" @0.50%
℄185TH AVENUE8'' WATER
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
INSULATION BOARD UNDER
STORM STRUCTURE3.08'0+25932.3919.170+50929.8919.730+75928.3920.231+00927.9920.731+25928.9921.231+50930.6921.73ST-6
R=923.36
I=915.19 (18'') P-7
I=914.99 (18'') P-6
P-7 141'x18" @0.65%
ST-7
R=919.05
I=916.11 (18'') P-7
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
-0+25 0+00921.3922.420+25918.9920.800+50916.4920.720+75 1+00
ST-20
T/C=920.99
F/L=920.49
I=917.49 (6'') SUB
I=916.69 (15'') P-20
P-20 33'x15" @0.50%
ST-19
T/C=921.17
F/L=920.67
I=916.53 (15'') P-20
I=917.67 (6'') SUB
I=916.33 (15'') P-19
℄185th AVENUE8'' WATER
INSULATION BOARD UNDER
STORM STRUCTURE
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.3.26'-0+25 0+00913.5916.740+25912.1915.410+50911.50+75 1+00
FES-9
I=911.41
P-9 27'x18" @0.50%
ST-9
R=914.67
I=911.55 (18'') P-9
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9 X SECTIONS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF
79
-
2024-08-26
22-26553
79 STORM SEWER CROSS SECTIONS
300 26553 79
ELK RIVER MINNESOTA
STORM SEWER
CROSS SECTIONS
TTK
TTK
JDF
Page 231 of 294
ST-13, ST-12, AND FES-12
895
900
905
910
915
920
925
895
900
905
910
915
920
925
ST-15 AND ST-16A
895
900
905
910
915
920
925
895
900
905
910
915
920
925
-0+25 0+00909.8918.200+25907.3917.580+50906.5917.520+75 1+00
℄185TH AVENUEP-16A 32'x15" @0.50%
ST-16A
T/C=917.80
F/L=917.30
I=914.30 (6'') SUB
I=913.50 (15'') P-16A
ST-15
T/C=917.80
F/L=917.30
I=912.99 (21'') P-16
I=913.33 (15'') P-16A
I=914.30 (6'') SUB
I=912.79 (24'') P-15
SP-6 (10")
8'' WATER
INSULATION BOARD UNDER
STORM STRUCTURE
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.3.3'-0+25 0+00905.9916.190+25905.6914.760+50905.3914.700+75905.1915.011+00904.8914.491+25904.8913.631+50904.6912.111+75904.9911.052+00906.4910.262+25905.9906.982+50 2+75
ST-13
T/C=914.97
F/L=914.47
I=910.03 (24'') P-14
I=911.47 (6'') SUB
I=909.83 (24'') P-13
P-13 32'x24" @1.00%
ST-12
T/C=914.97
F/L=914.47
I=909.50 (24'') P-13
I=911.47 (6'') SUB
I=909.30 (24'') P-12
P-12 177'x24" @1.87%
FES-12
I=906.00
8'' WATER
SP-8 (10")
℄185TH AVENUE1.95'PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
100 YR HIGH WATER LEVEL
INSULATION BOARD BETWEEN STORM
STRUCTURE AND WATERMAIN
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9 X SECTIONS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF
80
-
2024-08-26
22-26553
80 STORM SEWER CROSS SECTIONS
300 26553 80
ELK RIVER MINNESOTA
STORM SEWER
CROSS SECTIONS
TTK
TTK
JDF
Page 232 of 294
FES-23A AND FES-23
890
895
900
905
910
915
920
890
895
900
905
910
915
920
FES-11, ST-10, AND FES-10
890
895
900
905
910
915
920
890
895
900
905
910
915
920
FES-22A AND FES-22
890
895
900
905
910
915
920
890
895
900
905
910
915
920
FES-21A AND FES-21
890
895
900
905
910
915
920
890
895
900
905
910
915
920
0+25907.9906.000+50907.3906.000+75905.9909.841+00904.4905.971+25901.2903.741+50900.4FES-10
I=901.00P-11 15'x18" @5.00%
FES-11
I=907.20
P-10 67'x18" @1.50%
ST-10
R=910.00
I=906.44 (18'') P-11
I=902.01 (18'') P-10
100 YR HIGH WATER LEVEL
MINING PIT MAINTAIN WATER LEVEL
0+00908.0909.000+25907.6909.000+50906.8909.000+75906.3910.491+00905.71+25905.7P-22 25'
x
1
2
"
@
5
.
0
0
%
FES-22A
I=910.20
FES-22
I=908.93
8'' WATER
EXISTING GRADE, TYP.
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
PROPOSED GRADE, TYP.
100 YR HIGH WATER LEVEL
0+00908.0908.030+25907.4907.430+50906.9906.870+75906.3906.281+00905.7905.691+25905.9905.92P-21 25'
x
1
2
"
@
5
.
0
0
%
FES-21
I=908.93
FES-21A
I=910.20
8'' WATER
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
100 YR HIGH WATER LEVEL
℄NORTH SHORE TRAIL0+00904.6904.630+25905.9905.870+50906.6906.630+75904.9904.921+00900.0899.971+25
℄NORTH SHORE TRAILFES-23A
I=902.75
P-23 50'x24" @0.50%
FES-23
I=902.50
MINING PIT MAINTAIN WATER LEVEL
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9 X SECTIONS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF
81
-
2024-08-26
22-26553
81 STORM SEWER CROSS SECTIONS
300 26553 81
ELK RIVER MINNESOTA
STORM SEWER
CROSS SECTIONS
TTK
TTK
JDF
Page 233 of 294
FES-25A AND FES-25
900
905
910
915
920
925
930
900
905
910
915
920
925
930
FES-24A AND FES-24
890
895
900
905
910
915
920
890
895
900
905
910
915
920
0+00904.9902.960+25906.0902.800+50906.9906.640+75905.31+00900.51+25
FES-24A
I=902.75
P-24 50'x24" @0.50%
FES-24
I=902.50
MINING PIT MAINTAIN WATER LEVEL
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
℄NORTH SHORE TRAIL0+25905.70+50906.0909.950+75905.6916.201+00905.7922.451+25905.7922.121+50905.7922.281+75905.7921.292+00905.3919.322+25905.1917.342+50905.3914.572+75905.6908.323+00905.7904.463+25
FES-25A
I=905.80
P-25 257'x24" @0.50%
FES-25
I=904.52
SP-9 (10")
8'' WATER
℄185TH AVENUE5.72'PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9 X SECTIONS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF
82
-
2024-08-26
22-26553
82 STORM SEWER CROSS SECTIONS
300 26553 82
ELK RIVER MINNESOTA
STORM SEWER
CROSS SECTIONS
TTK
TTK
JDF
Page 234 of 294
FES-26A AND FES-26
900
905
910
915
920
925
930
900
905
910
915
920
925
930
FES-27A AND FES-27
900
905
910
915
920
925
930
900
905
910
915
920
925
930
0+25905.60+50905.9909.920+75905.9916.181+00905.6922.431+25905.8922.081+50905.7922.241+75905.2921.242+00905.3919.292+25905.1917.342+50905.2914.572+75905.7908.323+00905.5904.463+25
℄185TH AVENUESP-9 (10")
8'' WATER
P-26 252'x24" @0.94%
FES-26A
I=906.90
FES-26
I=904.525.05'PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
0+25905.70+50905.7909.880+75905.6916.131+00905.8922.381+25905.9922.031+50905.5922.191+75905.2921.262+00905.2919.412+25905.2917.452+50905.1914.702+75905.4908.453+00905.6905.273+25
℄185TH AVENUEFES-27A
I=909.00
P-27 231'x24" @0.50%
FES-27
I=907.85
SP-9 (10")
8'' WATER
2.4'PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9 X SECTIONS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF
83
-
2024-08-26
22-26553
83 STORM SEWER CROSS SECTIONS
300 26553 83
ELK RIVER MINNESOTA
STORM SEWER
CROSS SECTIONS
TTK
TTK
JDF
Page 235 of 294
FES-49, ST-48, AND FES-48
895
900
905
910
915
920
925
895
900
905
910
915
920
925
FES-58A AND FES-58
895
900
905
910
915
920
925
895
900
905
910
915
920
925
ST-55, ST-54, AND ST-51
905
910
915
920
925
930
935
905
910
915
920
925
930
935
ST-41 AND ST-40
910
915
920
925
930
935
940
910
915
920
925
930
935
940
-0+25 0+00928.8930.620+25929.2929.880+50929.8929.820+75 1+00
℄186TH AVENUEST-41
T/C=930.24
F/L=929.74
I=926.74 (6'') SUB
I=925.84 (15'') P-41
P-41 32'x15" @0.50%
ST-40
T/C=930.23
F/L=929.73
I=925.68 (15'') P-41
I=926.73 (6'') SUB
I=925.48 (15'') P-40
8'' WATER
SP-28 (8")3.2'PROPOSED GRADE, TYP.EXISTING GRADE, TYP.
0+50905.9910.000+75910.2912.901+00917.1911.531+25911.8909.651+50907.6908.001+75901.3℄NORTH SHORE TRAILP-48 85'x18" @1.50%
FES-48
I=905.00
ST-48
R=912.76
I=909.17 (18'') P-49
I=906.28 (18'') P-48
P-49
2
8
'
x
1
8
"
@
7
.
0
0
%
FES-49
I=911.10
MINING PIT MAINTAIN WATER LEVEL
100 YR HIGH WATER LEVEL
0+00933.4922.370+25933.5922.400+50933.7922.390+75933.7922.311+00933.4922.471+25
ST-55
T/C=922.75
F/L=922.25
I=919.25 (6'') SUB
I=918.25 (15'') P-55
P-55 30'x15" @0.50%
ST-54
T/C=922.44
F/L=921.94
I=918.10 (15'') P-55
I=918.94 (6'') SUB
I=917.90 (15'') P-54
P-54 32'x15" @0.50%
ST-51
T/C=922.34
F/L=922.01
I=917.84 (15'') P-52
I=917.74 (15'') P-54
I=918.84 (6'') SUB
I=917.54 (18'') P-51
12'' WATER8'' WATER3.04'3.09'INSULATION BOARD UNDER
STORM STRUCTURE
INSULATION BOARD UNDER
STORM STRUCTURE
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
℄℄185TH AVENUEGRANT STREET0+25931.5912.000+50931.3912.000+75924.1914.591+00923.8914.131+25913.41+50907.9PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
100 YR HIGH WATER LEVEL
℄NORTH SHORE TRAILFES-58A
I=913.50
P-58 78'
x
1
2
"
@
5
.
0
0
%
FES-58
I=909.58
8'' WATER5.79'BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9 X SECTIONS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF
84
-
2024-08-26
22-26553
84 STORM SEWER CROSS SECTIONS
300 26553 84
ELK RIVER MINNESOTA
STORM SEWER
CROSS SECTIONS
TTK
TTK
JDF
Page 236 of 294
P-60
890
895
900
905
910
915
920
890
895
900
905
910
915
920
P-59
890
895
900
905
910
915
920
890
895
900
905
910
915
920
ST-62, ST-61, AND FES-61
890
895
900
905
910
915
920
890
895
900
905
910
915
920
ST-73, ST-72, AND FES-72
895
900
905
910
915
920
925
895
900
905
910
915
920
925
0+25894.30+50902.1908.500+75902.2911.281+00901.6908.671+25895.31+50890.7℄185TH AVENUEPROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
CENTER MINING PIT
MAINTAIN WATER LEVEL
NORTH MINING PIT
MAINTAIN WATER LEVEL
3.89'3.54'12'' WATER
4'' FORCEMAIN
P-59 60' 28"x18'' (ARCH) @1
.
5
0
%
HW-59A
I=904.35 HW-59
I=903.45
0+25893.30+50900.6908.500+75903.8911.221+00901.3908.671+25894.91+50891.3PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
CENTER MINING PIT
MAINTAIN WATER LEVEL
NORTH MINING PIT
MAINTAIN WATER LEVEL
1.58'1.5'℄185TH AVENUEHW-60A
I=902.10
P-60 60' 73"x45'' (ARCH) @1
.
5
0
%
HW-60
I=901.20
0+25907.30+50906.9910.190+75907.9910.601+00907.2909.511+25904.0903.981+50900.7P-62 32'x21" @0.50%
ST-61
T/C=910.81
F/L=910.31
I=902.94 (21'') P-62
I=906.06 (18'') P-74
I=907.31 (6'') SUB
I=902.74 (30'') P-61
P-61 48'x30" @0.50%
18" CAP
I=903.42
P-62A 24'x18" @0.50%
ST-62
T/C=910.81
F/L=910.31
I=903.30 (18'') P-62A
I=907.31 (6'') SUB
I=903.10 (21'') P-62
FES-61
I=902.50
MINING PIT MAINTAIN
WATER LEVEL12'' WATER
4'' FORCEMAIN1.53'3.77'12'' WATER
4'' FORCEMAIN
℄185TH AVENUE2+00915.6915.602+25917.5916.092+50917.1916.432+75919.3915.793+00918.3912.973+25916.3911.32ST-73
R=915.74
I=908.51 (18'') P-73
I=908.51 (18'') P-74
P-73 47'x18" @0.50%
ST-72
R=916.35
I=911.72 (18'') P-72
I=908.75 (18'') P-73
P-72 57'x18" @0.50%
FES-72
I=912.00P-69 (21'')
8'' WATER
℄ROAD H2.21'EXISTING GRADE, TYP.
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
PROPOSED GRADE, TYP.
100 YR HIGH WATER LEVEL
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9 X SECTIONS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF
85
-
2024-08-26
22-26553
85 STORM SEWER CROSS SECTIONS
300 26553 85
ELK RIVER MINNESOTA
STORM SEWER
CROSS SECTIONS
TTK
TTK
JDF
Page 237 of 294
ST-67, ST-66, ST-65, ST-64, ST-68, AND ST-69
895
900
905
910
915
920
925
895
900
905
910
915
920
925
ST-64, ST-63, FES-63
900
905
910
915
920
925
930
900
905
910
915
920
925
930
FES-71, ST-70, AND FES-70
895
900
905
910
915
920
925
895
900
905
910
915
920
925
-0+50 -0+25 0+00915.5916.310+25916.4915.900+50916.6916.050+75916.8915.591+00916.4915.641+25916.9916.111+50918.2915.791+75916.9916.112+00917.0916.302+25 2+50
ST-67
T/C=916.27
F/L=915.77
I=911.91 (15'') P-67
P-67 35'x15" @0.30%
ST-66
T/C=916.47
F/L=915.97
I=911.80 (15'') P-67
I=911.60 (18'') P-66
P-66 20'x18" @0.30%
ST-65
T/C=915.95
F/L=915.45
I=911.54 (18'') P-66
I=911.34 (18'') P-65
P-65 32'x18" @0.45%
ST-64
T/C=915.95
F/L=915.45
I=911.19 (18'') P-65
I=911.19 (24'') P-68
I=910.99 (30'') P-64 ST-69
T/C=916.50
F/L=916.00
I=911.97 (18'') P-69A
I=911.77 (21'') P-69
P-69 35'x21" @0.50%
ST-68
T/C=916.20
F/L=915.70
I=911.60 (21'') P-69
I=911.40 (24'') P-68
P-68 40'x24" @0.50%
℄℄℄ROAD H185TH AVENUEROAD HP-73 (18'')
8'' WATER 12'' WATER 8'' WATER3.6'2.93'3.36'INSULATION BOARD UNDER
STORM STRUCTURE
INSULATION BOARD UNDER
STORM STRUCTURE
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
0+25918.6915.970+50916.0916.360+75909.0916.811+00914.6915.021+25918.2910.501+50
ST-64
T/C=915.95
F/L=915.45
I=911.19 (18'') P-65
I=911.19 (24'') P-68
I=910.99 (30'') P-64
P-64 56'x30" @0.30%
ST-63
R=916.83
I=910.83 (30'') P-64
I=910.63 (30'') P-63
P-63 42'x30" @0.30%
FES-63
I=910.50
100 YR HIGH WATER LEVEL
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
0+50913.4916.510+75908.6918.481+00908.0917.991+25908.0917.671+50914.0916.991+75917.4912.13FES-71
I=916.30
P-71 18'x18" @5.00%FES-70
I=913.00
P-70 104'x18" @0.50%
ST-70
R=919.00
I=915.40 (18'') P-71
I=913.52 (18'') P-70
12'' WATER
100 YR HIGH WATER LEVEL
100 YR HIGH WATER LEVEL
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
℄185TH AVENUEBRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9 X SECTIONS (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF
86
-
2024-08-26
22-26553
86 STORM SEWER CROSS SECTIONS
300 26553 86
ELK RIVER MINNESOTA
STORM SEWER
CROSS SECTIONS
TTK
TTK
JDF
Page 238 of 294
843534125>>>>>>>>>>>I
I
I
I I I I
III>>>>>>>>>>>>>>IIIIIIII
IIIII>>>>>>>>>>>>>>>>>>>>>>>>II>>>>>>>IIIIIIIIIIIIII114115116117118119
1001
1002
B8L2 CAP
I=917.47
B7L7 CAP
I=917.43
B7L6 CAP
I=917.32
B8L4 CAP
I=917.02
B7L8 CAP
I=916.94
B7L4 CAP
I=916.89
B7L5 CAP
I=916.86
B8L5 CAP
I=916.32
B8L3 CAP
I=916.16
B7L8 WYE
I=895.78
B7L7 WYE
I=895.59
B8L5 WYE
I=895.52
B7L6 WYE
I=895.47
B8L4 WYE
I=895.32
B7L5 WYE
I=895.30
B8L3 WYE
I=895.16
B7L4 WYE
I=895.06
B8L2 WYE
I=895.04
B7L8-C 3'x4" @ 100.00%
B7L8-B 15'x4" @ 2.00%
B7L8-A 18'x4" @ 100.00%
B7L7-C 3'x4" @ 100.00%
B7L7-B 20'x4" @ 2.00%
B7L7-A 18'x4" @ 100.00%
B7L6-C 3'x4" @ 100.00%
B7L6-B 23'x4" @ 2.00%
B7L6-A 18'x4" @ 100.00%
B7L5-C 3'x4" @ 100.00%
B7L5-B 22'x4" @ 2.00%
B7L5-A 18'x4" @ 100.00%
B7L4-C 2'x4" @ 100.00%
B7L4-B 17'x4" @ 2.00%
B7L4-A 19'x4" @ 100.00%
B8L5-C 2'x4" @ 100.00%
B8L5-B 16'x4" @ 2.00%
B8L5-A 18'x4" @ 100.00%
B8L4-C 3'x4" @ 100.00%
B8L4-B 15'x4" @ 2.00%
B8L4-A 18'x4" @ 100.00%
B8L3-C 2'x4" @ 100.00%
B8L3-B 21'x4" @ 2.00%
B8L3-A 19'x4" @ 100.00%
B8L2-C 3'x4" @ 100.00%
B8L2-B 19'x4" @ 2.00%
B8L2-A 19'x4" @ 100.00%
R=925.35
1" CURB STOP
B8L5
R=925.60
1" CURB STOP
B8L4
R=925.85
1" CURB STOP
B8L3R=926.07
1" CURB STOP
B8L2
R=926.05
1" CURB STOP
B7L4
R=926.30
1" CURB STOP
B7L5
R=926.20
1" CURB STOP
B7L6 R=926.21
1" CURB STOP
B7L7 R=926.49
1" CURB STOP
B7L8
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
4
3
5
5
6
9
8
7
7
>>>>>>>>>>>>>>>>>>>>>>>>>>III
I I I I I
I
I
I
I
I
I
I
I
I
I
I
I
I II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III
I
I
I
>>>>>>>>>>>I
I
IIIIIIIIIIII
I
I
I I117118100110021003100410051006B6L1 CAP
I=915.73
B8L7 CAP
I=915.65B8L6 CAP
I=914.73
B6L3 CAP
I=914.39B6L2 CAP
I=914.04
B8L9 CAP
I=914.03
B6L4 CAP
I=913.80
B8L8 CAP
I=913.70
B8L9 WYE
I=897.46
B6L4 WYE
I=897.31
B8L8 WYE
I=897.25B6L3 WYE
I=897.02
B8L7 WYE
I=896.94
B6L2 WYE
I=896.84
B8L6 WYE
I=896.73B6L1 WYE
I=896.67
B6L4-C 3'x4" @ 100.00%
B6L4-B 28'x4" @ 2.00%
B6L4-A 13'x4" @ 100.00%
B6L3-C 3'x4" @ 100.00%
B6L3-B 26'x4" @ 2.00%
B6L3-A 14'x4" @ 100.00%
B6L2-C 2'x4" @ 100.00%
B6L2-B 33'x4" @ 2.00%
B6L2-A 15'x4" @ 100.00%
B6L1-C 2'x4" @ 100.00%
B6L1-B 31'x4" @ 2.00%
B6L1-A 16'x4" @ 100.00%
B8L6-C 2'x4" @ 100.00%
B8L6-B 12'x4" @ 2.00%
B8L6-A 16'x4" @ 100.00%
B8L7-C 3'x4" @ 100.00%
B8L7-B 15'x4" @ 2.00%
B8L7-A 15'x4" @ 100.00%
B8L8-C 2'x4" @ 100.00%
B8L8-B 21'x4" @ 2.00%
B8L8-A 14'x4" @ 100.00%
B8L9-C 3'x4" @ 100.00%
B8L9-B 21'x4" @ 2.00%
B8L9-A 13'x4" @ 100.00%
R=922.69
1" CURB STOP
B6L4
R=923.33
1" CURB STOP
B6L3
R=923.88
1" CURB STOP
B6L2
R=924.46
1" CURB STOP
B6L1
R=924.61
1" CURB STOP
B8L6 R=924.15
1" CURB STOP
B8L7
R=923.44
1" CURB STOP
B8L8
R=923.10
1" CURB STOP
B8L9
1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9.1 MISC (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9.1 MISC (P2).DWG SAVED BY: TODD.KIRK 115OF
87
-
2024-08-26
22-26553
87 UTILITY SERVICES CONSTRUCTION
300 26553 87
ELK RIVER MINNESOTA
UTILITY SERVICES
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
0
SCALE IN FEET
20 40
LINCOLN ST 185TH AVELINCOLN ST186TH
A
V
E
Page 239 of 294
1
2
3
5
9
75
6
>>>>>>>>>>>>>>>>>>>>>>>>>>I
I
I
I
I
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>>
>>>>>>>>I
I
I
I
I
I>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIII21321421410061007100810091010B6L5 CAP
I=913.45
B9L1 CAP
I=912.51
B9L2 CAP
I=911.63
B9L3 CAP
I=911.31 B9L4 CAP
I=910.22
B9L5 CAP
I=909.33
B5L2 CAP
I=909.11
B5L1 CAP
I=908.26
B9L6 CAP
I=908.20
B9L6 WYE
I=899.06
B5L2 WYE
I=899.03
B5L1 WYE
I=898.86
B9L5 WYE
I=898.82
B9L4 WYE
I=898.63B9L3 WYE
I=898.45
B9L2 WYE
I=898.16B9L1 WYE
I=897.98B6L5 WYE
I=897.48
B5L1-C 2'x4" @ 100.00%
B5L1-B 36'x4" @ 2.00%
B5L1-A 7'x4" @ 100.00%
B5L2-C 2'x4" @ 100.00%
B5L2-B 34'x4" @ 2.00%
B5L2-A 7'x4" @ 100.00%
B6L5-C 2'x4" @ 100.00%
B6L5-B 27'x4" @ 2.00%
B6L5-A 13'x4" @ 100.00%
B9L1-C 3'x4" @ 100.00%
B9L1-B 31'x4" @ 2.00%
B9L1-A 11'x4" @ 100.00%
B9L2-C 3'x4" @ 100.00%
B9L2-B 31'x4" @ 2.00%
B9L2-A 10'x4" @ 100.00%
B9L3-C 3'x4" @ 100.00%
B9L3-B 28'x4" @ 2.00%
B9L3-A 9'x4" @ 100.00%
B9L4-C 3'x4" @ 100.00%
B9L4-B 29'x4" @ 2.00%
B9L4-A 8'x4" @ 100.00%
B9L5-C 3'x4" @ 100.00%
B9L5-B 26'x4" @ 2.00%
B9L5-A 7'x4" @ 100.00%
B9L6-C 3'x4" @ 100.00%
B9L6-B 29'x4" @ 2.00%
B9L6-A 6'x4" @ 100.00%
R=917.56
1" CURB STOP
B5L2
R=918.16
1" CURB STOP
B5L1
R=922.10
1" CURB STOP
B6L5
R=921.74
1" CURB STOP
B9L1
R=921.00
1" CURB STOP
B9L2
R=920.21
1" CURB STOP
B9L3
R=919.49
1" CURB STOP
B9L4
R=918.88
1" CURB STOP
B9L5
R=918.10
1" CURB STOP
B9L6
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE
1'' SERVICE1'' SERVICE
1'' SERVICE
1'' SERVICE
63 98
1
0
745
8
101
1
9 WETWET>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I
I
I
I
I
I
I
I
I I I I
I
I
I I I I IIIIII>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>I I I I I I I I>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIII10111012101310141015B5L10 CAP
I=911.80
B5L9 CAP
I=911.40
B9L11 CAP
I=910.16
B9L10 CAP
I=908.53
B5L8 CAP
I=908.49
B5L3 CAP
I=908.20
B5L7 CAP
I=908.01
B9L7 CAP
I=908.00
B9L9 CAP
I=907.52
B5L5 CAP
I=907.25
B9L8 CAP
I=907.21
B5L4 CAP
I=907.00
B5L6 CAP
I=906.49
B5L10 WYE
I=900.70
B5L9 WYE
I=900.49B9L11 WYE
I=900.36
B5L8 WYE
I=900.28B9L10 WYE
I=900.17
B5L7 WYE
I=900.07
B9L9 WYE
I=899.96
B5L6 WYE
I=899.89
B9L8 WYE
I=899.78
B5L5 WYE
I=899.77
B5L4 WYE
I=899.48
B9L7 WYE
I=899.42
B5L3 WYE
I=899.31
B5L3-C 2'x4" @ 100.00%
B5L3-B 35'x4" @ 2.00%
B5L3-A 6'x4" @ 100.00%
B5L4-C 2'x4" @ 100.00%
B5L4-B 38'x4" @ 2.00%
B5L4-A 5'x4" @ 100.00%
B5L5-C 3'x4" @ 100.00%
B5L5-B 34'x4" @ 2.00%
B5L5-A 4'x4" @ 100.00%
B5L6-C 2'x4" @ 100.00%
B5L6-B 38'x4" @ 2.00%
B5L6-A 4'x4" @ 100.00%
B5L7-C 3'x4" @ 100.00%
B5L7-B 35'x4" @ 2.00%
B5L7-A 4'x4" @ 100.00%
B5L8-C 2'x4" @ 100.00%
B5L8-B 31'x4" @ 2.00%
B5L8-A 6'x4" @ 100.00%
B5L9-C 3'x4" @ 100.00%
B5L9-B 27'x4" @ 2.00%
B5L9-A 7'x4" @ 100.00%
B5L10-C 2'x4" @ 100.00%
B5L10-B 28'x4" @ 2.00%
B5L10-A 9'x4" @ 100.00%
B9L7-C 3'x4" @ 100.00%
B9L7-B 27'x4" @ 2.00%
B9L7-A 5'x4" @ 100.00%
B9L8-C 3'x4" @ 100.00%
B9L8-B 32'x4" @ 2.00%
B9L8-A 4'x4" @ 100.00%
B9L9-C 3'x4" @ 100.00%
B9L9-B 29'x4" @ 2.00%
B9L9-A 4'x4" @ 100.00%
B9L10-C 3'x4" @ 100.00%
B9L10-B 32'x4" @ 2.00%
B9L10-A 5'x4" @ 100.00%
B9L11-C 3'x4" @ 100.00%
B9L11-B 33'x4" @ 2.00%
B9L11-A 6'x4" @ 100.00%
R=921.55
1" CURB STOP
B5L10
R=919.90
1" CURB STOP
B5L9
R=918.17
1" CURB STOP
B5L8
R=916.68
1" CURB STOP
B5L7
R=916.08
1" CURB STOP
B5L6
R=916.06
1" CURB STOP
B5L5
R=916.59
1" CURB STOP
B5L4
R=916.95
1" CURB STOP
B5L3
R=917.24
1" CURB STOP
B9L7
R=916.46
1" CURB STOP
B9L8
R=916.70
1" CURB STOP
B9L9
R=918.10
1" CURB STOP
B9L10
R=919.40
1" CURB STOP
B9L11
1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9.1 MISC (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9.1 MISC (P2).DWG SAVED BY: TODD.KIRK 115OF
88
-
2024-08-26
22-26553
88 UTILITY SERVICES CONSTRUCTION
300 26553 88
ELK RIVER MINNESOTA
UTILITY SERVICES
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
0
SCALE IN FEET
20 40
185TH AVE
185TH AVEKENNEDY STPage 240 of 294
41210132>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I I I
I
I IIII I I I I I I I I I I I I I
I
I
I
I
I
I
>>>>>>>>I
I>>>>>>>>>>IIIIIIIIIIIIII31331410161017101810191
0
2
0
1
0
2
1
B4L5 CAP
I=918.41
B10L3 CAP
I=918.28
B4L4 CAP
I=918.07
B4L3 CAP
I=916.57
B10L2 CAP
I=916.14
B4L2 CAP
I=915.06
B10L1 CAP
I=914.99
B4L1 CAP
I=913.80
B4L5 WYE
I=902.33
B4L4 WYE
I=902.12
B10L3 WYE
I=902.10
B4L3 WYE
I=901.91
B10L2 WYE
I=901.81
B4L2 WYE
I=901.70
B10L1 WYE
I=901.62
B4L1 WYE
I=901.40
B4L1-C 2'x4" @ 100.00%
B4L1-B 27'x4" @ 2.00%
B4L1-A 10'x4" @ 100.00%
B4L2-C 3'x4" @ 100.00%
B4L2-B 28'x4" @ 2.00%
B4L2-A 10'x4" @ 100.00%
B4L3-C 3'x4" @ 100.00%
B4L3-B 30'x4" @ 2.00%
B4L3-A 11'x4" @ 100.00%
B4L4-C 3'x4" @ 100.00%
B4L4-B 29'x4" @ 2.00%
B4L4-A 12'x4" @ 100.00%
B4L5-C 3'x4" @ 100.00%
B4L5-B 29'x4" @ 2.00%
B4L5-A 13'x4" @ 100.00%
B10L1-C 3'x4" @ 100.00%
B10L1-B 27'x4" @ 2.00%
B10L1-A 10'x4" @ 100.00%
B10L2-C 3'x4" @ 100.00%
B10L2-B 24'x4" @ 2.00%
B10L2-A 11'x4" @ 100.00%
B10L3-C 4'x4" @ 100.00%
B10L3-B 20'x4" @ 2.00%
B10L3-A 12'x4" @ 100.00%
R=927.23
1" CURB STOP
B4L5
R=926.67
1" CURB STOP
B4L4
R=925.58
1" CURB STOP
B4L3R=924.33
1" CURB STOP
B4L2
R=923.33
1" CURB STOP
B4L1
R=924.07
1" CURB STOP
B10L1
R=925.22
1" CURB STOP
B10L2
R=927.14
1" CURB STOP
B10L3
1'' SERVICE1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE
1'' SERVICE
1 6
2
3
4 5
1
75
2 6
I
I
I>>>>>>>>>>>>>>>>>>>
>
>
>
>
>>
>
>
>
>
>>>>>>>>>I
I
I
I
I
I
I I I I I
I
I
I
I
I
I II>>>>I
I
I>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIII305306307308309310801
B1L4 CAP
I=922.81
B1L6 CAP
I=922.73
B1L5 CAP
I=922.08
B1L2 CAP
I=921.85
B1L3 CAP
I=921.84
B11L7 CAP
I=921.82
B11L4 CAP
I=921.52
B11L5 CAP
I=920.79B11L3 CAP
I=920.68
B11L2 CAP
I=920.48
B1L1 CAP
I=920.21
B11L1 CAP
I=920.12
B11L1 WYE
I=916.70
B1L1 WYE
I=916.49
B11L2 WYE
I=916.43
B11L3 WYE
I=916.09
B1L2 WYE
I=915.90
B11L4 WYE
I=915.70
B11L5 WYE
I=915.42 B1L3 WYE
I=915.41
B1L4 WYE
I=915.16
B1L5 WYE
I=914.81 B1L6 WYE
I=914.42
B11L7 WYE
I=914.39
B11L6 CAP
I=921.49
B11L6 WYE
I=915.04
B1L1-C 2'x4" @ 100.00%
B1L1-B 37'x4" @ 2.00%
B1L1-A 1'x4" @ 100.00%
B1L2-C 3'x4" @ 100.00%
B1L2-B 33'x4" @ 2.00%
B1L2-A 2'x4" @ 100.00%
B1L3-C 3'x4" @ 100.00%
B1L3-B 33'x4" @ 2.00%
B1L3-A 3'x4" @ 100.00%
B1L4-C 3'x4" @ 100.00%
B1L4-B 34'x4" @ 2.00%
B1L4-A 4'x4" @ 100.00%
B1L5-C 2'x4" @ 100.00%
B1L5-B 36'x4" @ 2.00%
B1L5-A 5'x4" @ 100.00%
B1L6-C 3'x4" @ 100.00%
B1L6-B 37'x4" @ 2.00%
B1L6-A 5'x4" @ 100.00%
B11L1-C 2'x4" @ 100.00%
B11L1-B 32'x4" @ 2.00%
B11L1-A 1'x4" @ 100.00%
B11L2-C 2'x4" @ 100.00%
B11L2-B 37'x4" @ 2.00%
B11L2-A 1'x4" @ 100.00%
B11L3-C 2'x4" @ 100.00%
B11L3-B 40'x4" @ 2.00%
B11L3-A 2'x4" @ 100.00%
B11L4-C 2'x4" @ 100.00%
B11L4-B 36'x4" @ 2.00%
B11L4-A 3'x4" @ 100.00%
B11L5-C 2'x4" @ 100.00%
B11L5-B 37'x4" @ 2.00%
B11L5-A 3'x4" @ 100.00%
B11L6-C 2'x4" @ 100.00%
B11L6-B 34'x4" @ 2.00%
B11L6-A 4'x4" @ 100.00%
B11L7-C 2'x4" @ 100.00%
B11L7-B 29'x4" @ 2.00%
B11L7-A 5'x4" @ 100.00%
R=929.81
1" CURB STOP
B1L1
R=930.60
1" CURB STOP
B1L2 R=931.05
1" CURB STOP
B1L3 R=931.35
1" CURB STOP
B1L4
R=931.65
1" CURB STOP
B1L5
R=931.75
1" CURB STOP
B1L6
R=931.42
1" CURB STOP
B11L7
R=931.30
1" CURB STOP
B11L6
R=930.82
1" CURB STOP
B11L5
R=930.46
1" CURB STOP
B11L4
R=930.12
1" CURB STOP
B11L3
R=929.83
1" CURB STOP
B11L2
R=929.52
1" CURB STOP
B11L1
1'' SERVICE
1'' SERVICE 1'' SERVICE 1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE
1'' SERVICE
1'' SERVICE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9.1 MISC (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9.1 MISC (P2).DWG SAVED BY: TODD.KIRK 115OF
89
-
2024-08-26
22-26553
89 UTILITY SERVICES CONSTRUCTION
300 26553 89
ELK RIVER MINNESOTA
UTILITY SERVICES
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
0
SCALE IN FEET
20 40IVANHOE ST185TH AVE
186TH AVEIVANHOE ST
Page 241 of 294
6 3 524
378910 >>>>>>>>>>>
>
>
>
>>>>>
>
>
>
>
>
>>>
>
>>>IIIIII
I
I
I I I
I
I
I
I
I
I
I I I
I IIII
I
I
III>>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>II>>>>>>>>>>>>>IIIIII
IIIIIIIIII3093103113123133141020
1021
800
801
B2L1 CAP
I=921.17
B11L8 CAP
I=921.06 B11L9 CAP
I=921.03
B2L2 CAP
I=919.59
B11L10 CAP
I=919.40
B2L4 CAP
I=919.21
B2L3 CAP
I=919.17
B11L8 WYE
I=913.88
B2L1 WYE
I=913.52
B11L9 WYE
I=913.14
B11L10 WYE
I=910.75
B2L3 WYE
I=910.12 B2L4 WYE
I=906.16
B2L1-C 3'x4" @ 100.00%
B2L1-B 34'x4" @ 2.00%
B2L1-A 4'x4" @ 100.00%
B2L2-C 2'x4" @ 100.00%
B2L2-B 36'x4" @ 2.00%
B2L2-A 5'x4" @ 100.00%
B2L3-C 2'x4" @ 100.00%
B2L3-B 32'x4" @ 2.00%
B2L3-A 6'x4" @ 100.00%
B2L4-C 3'x4" @ 100.00%
B2L4-B 27'x4" @ 2.00%
B2L4-A 10'x4" @ 100.00%
B11L8-C 2'x4" @ 100.00%
B11L8-B 30'x4" @ 2.00%
B11L8-A 5'x4" @ 100.00%
B11L9-C 3'x4" @ 100.00%
B11L9-B 32'x4" @ 2.00%
B11L9-A 4'x4" @ 100.00%
B2L2 WYE
I=911.93
B11L10-C 3'x4" @ 100.00%
B11L10-B 30'x4" @ 2.00%
B11L10-A 5'x4" @ 100.00%
R=929.77
1" CURB STOP
B2L1
R=928.91
1" CURB STOP
B2L2
R=928.27
1" CURB STOP
B2L3
R=928.48
1" CURB STOP
B2L4
R=928.39
1" CURB STOP
B11L10
R=929.53
1" CURB STOP
B11L9
R=930.84
1" CURB STOP
B11L8
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
6 13128111079
9
6
12781110 13 >>>>>>>>>>>>>>>>>>>>>>>>>>>II
I
I I I I I I I I I I I
I
I I I I I I I I I I I I
>
>
>>>>>>>>>>>>>>>>>>>>>>
I
I >>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIII314315316317318319B2L5 CAP
I=919.60
B2L6 CAP
I=918.89
B4L6 CAP
I=918.46 B4L8 CAP
I=918.06
B2L7 CAP
I=918.02
B4L7 CAP
I=917.92
B2L9 CAP
I=917.37
B4L9 CAP
I=917.28
B2L8 CAP
I=917.20
B2L10 CAP
I=916.55
B4L10 CAP
I=916.49
B2L12 CAP
I=916.05
B4L12 CAP
I=915.96
B2L11 CAP
I=915.86
B4L11 CAP
I=915.71
B4L12 WYE
I=904.43
B2L12 WYE
I=904.42
B2L11 WYE
I=904.27
B4L11 WYE
I=904.13
B2L10 WYE
I=903.99
B4L10 WYE
I=903.93
B2L9 WYE
I=903.83
B4L9 WYE
I=903.74
B2L8 WYE
I=903.66B4L8 WYE
I=903.54
B2L7 WYE
I=903.50
B4L7 WYE
I=903.34
B2L6 WYE
I=903.32
B4L6 WYE
I=903.05B2L5 WYE
I=902.83
B2L5-C 3'x4" @ 100.00%
B2L5-B 23'x4" @ 2.00%
B2L5-A 13'x4" @ 100.00%
B2L6-C 3'x4" @ 100.00%
B2L6-B 25'x4" @ 2.00%
B2L6-A 12'x4" @ 100.00%
B2L7-C 3'x4" @ 100.00%
B2L7-B 26'x4" @ 2.00%
B2L7-A 11'x4" @ 100.00%
B2L8-C 2'x4" @ 100.00%
B2L8-B 27'x4" @ 2.00%
B2L8-A 11'x4" @ 100.00%
B2L9-C 3'x4" @ 100.00%
B2L9-B 27'x4" @ 2.00%
B2L9-A 10'x4" @ 100.00%
B2L10-C 3'x4" @ 100.00%
B2L10-B 28'x4" @ 2.00%
B2L10-A 9'x4" @ 100.00%
B2L11-C 2'x4" @ 100.00%
B2L11-B 29'x4" @ 2.00%
B2L11-A 9'x4" @ 100.00%
B2L12-C 3'x4" @ 100.00%
B2L12-B 29'x4" @ 2.00%
B2L12-A 8'x4" @ 100.00%
B4L6-C 2'x4" @ 100.00%
B4L6-B 29'x4" @ 2.00%
B4L6-A 13'x4" @ 100.00%
B4L7-C 2'x4" @ 100.00%
B4L7-B 26'x4" @ 2.00%
B4L7-A 12'x4" @ 100.00%
B4L8-C 3'x4" @ 100.00%
B4L8-B 26'x4" @ 2.00%
B4L8-A 11'x4" @ 100.00%
B4L9-C 3'x4" @ 100.00%
B4L9-B 27'x4" @ 2.00%
B4L9-A 10'x4" @ 100.00%
B4L10-C 2'x4" @ 100.00%
B4L10-B 28'x4" @ 2.00%
B4L10-A 10'x4" @ 100.00%
B4L11-C 2'x4" @ 100.00%
B4L11-B 29'x4" @ 2.00%
B4L11-A 9'x4" @ 100.00%
B4L12-C 3'x4" @ 100.00%
B4L12-B 29'x4" @ 2.00%
B4L12-A 8'x4" @ 100.00%
R=927.32
1" CURB STOP
B2L6
R=926.86
1" CURB STOP
B2L7
R=926.39
1" CURB STOP
B2L8
R=925.96
1" CURB STOP
B2L9
R=925.49
1" CURB STOP
B2L10
R=925.04
1" CURB STOP
B2L11
R=924.60
1" CURB STOP
B2L12
R=924.64
1" CURB STOP
B4L12
R=925.15
1" CURB STOP
B4L11
R=925.70
1" CURB STOP
B4L10
R=926.22
1" CURB STOP
B4L9
R=926.73
1" CURB STOP
B4L8
R=927.17
1" CURB STOP
B4L7R=927.71
1" CURB STOP
B4L6
R=928.09
1" CURB STOP
B2L5
1'' SERVICE
1'' SERVICE
1'' SERVICE 1'' SERVICE 1'' SERVICE 1'' SERVICE 1'' SERVICE 1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE1'' SERVICE1'' SERVICE
1'' SERVICE
1'' SERVICE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9.1 MISC (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9.1 MISC (P2).DWG SAVED BY: TODD.KIRK 115OF
90
-
2024-08-26
22-26553
90 UTILITY SERVICES CONSTRUCTION
300 26553 90
ELK RIVER MINNESOTA
UTILITY SERVICES
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
0
SCALE IN FEET
20 40186TH AVEIVANHOE ST
185TH AVE185TH AVE
Page 242 of 294
13
15
14
15
14
13
17
16 >>>>>>>>>>>>>>>>>>>>>>I I I I I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
IIII>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>I>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIII>II>II>II>II>II>319320321322323324509510510B2L13 CAP
I=915.28
B4L13 CAP
I=915.12
B2L15 CAP
I=914.72
B2L14 CAP
I=914.51
B4L15 CAP
I=914.42
B4L14 CAP
I=914.27
B4L16 CAP
I=913.32
B3L1 CAP
I=912.80 B3L2 CAP
I=911.45
B4L17 CAP
I=910.84
B3L3 CAP
I=908.33
B3L3 WYE
I=905.84
B4L17 WYE
I=905.75
B3L2 WYE
I=905.68
B3L1 WYE
I=905.52
B4L16 WYE
I=905.38
B4L15 WYE
I=905.01
B2L15 WYE
I=904.92
B4L14 WYE
I=904.81
B2L14 WYE
I=904.75
B4L13 WYE
I=904.62
B2L13 WYE
I=904.59
B2L13-C 3'x4" @ 100.00%
B2L13-B 30'x4" @ 2.00%
B2L13-A 7'x4" @ 100.00%
B2L14-C 2'x4" @ 100.00%
B2L14-B 31'x4" @ 2.00%
B2L14-A 7'x4" @ 100.00%
B2L15-C 3'x4" @ 100.00%
B2L15-B 31'x4" @ 2.00%
B2L15-A 6'x4" @ 100.00%
B3L1-C 2'x4" @ 100.00%
B3L1-B 34'x4" @ 2.00%
B3L1-A 5'x4" @ 100.00%
B3L2-C 2'x4" @ 100.00%
B3L2-B 40'x4" @ 2.00%
B3L2-A 3'x4" @ 100.00%
B3L3-B 2'x4" @ 100.00%
B3L3-A 40'x4" @ 2.00%
B4L13-C 3'x4" @ 100.00%
B4L13-B 30'x4" @ 2.00%
B4L13-A 7'x4" @ 100.00%
B4L14-C 2'x4" @ 100.00%
B4L14-B 31'x4" @ 2.00%
B4L14-A 7'x4" @ 100.00%
B4L15-C 3'x4" @ 100.00%
B4L15-B 31'x4" @ 2.00%
B4L15-A 6'x4" @ 100.00%
B4L16-C 1'x4" @ 100.00%
B4L16-B 32'x4" @ 2.00%
B4L16-A 6'x4" @ 100.00%
B4L17-C 3'x4" @ 100.00%
B4L17-B 31'x4" @ 2.00%
B4L17-A 1'x4" @ 100.00%
R=924.17
1" CURB STOP
B2L13
R=923.70
1" CURB STOP
B2L14 R=923.39
1" CURB STOP
B2L15
R=922.52
1" CURB STOP
B3L1
R=920.51
1" CURB STOP
B3L2
R=917.69
1" CURB STOP
B3L3
R=919.41
1" CURB STOP
B4L17R=922.74
1" CURB STOP
B4L16
R=923.38
1" CURB STOP
B4L15
R=923.60
1" CURB STOP
B4L14
R=924.10
1" CURB STOP
B4L13
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE1'' SERVICE
1'' SERVICE
1'' SERVICE
1'' SERVICE
100YR100Y
R 100YR 100YR
100YR100YR100YR100YR100YRI
I
I
I
I
II>>>>>>>>>
>>>IIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>III328329OUT-A 18'x4" @ 100.00%
OUT WYE
I=887.40
OUT-B 19'x4" @ 2.00%
OUT-C 3'x4" @ 100.00%
OUT CAP
I=908.78
1'' SERVICE
R=917.73
1" CURB STOP
OUTLOT
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9.1 MISC (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9.1 MISC (P2).DWG SAVED BY: TODD.KIRK 115OF
91
-
2024-08-26
22-26553
91 UTILITY SERVICES CONSTRUCTION
300 26553 91
ELK RIVER MINNESOTA
UTILITY SERVICES
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
0
SCALE IN FEET
20 40GRANT ST185TH AVE
ROAD H
185TH AVE
Page 243 of 294
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R
100YR
1
0
0
Y
R
100YR100YR100YR100YR100YR100YRBASIN B
100 YR HWL = 915.19
OUTLOT A
8
7
WWWWWWETWETWETSB-11
>>>>>>>>>>>>1000CO-B5
R=916.36
I=909.00 (6'') SD-B5
CO-B4
R=916.05
I=909.00 (6'') SD-B4
CO-B2
R=916.00
I=909.00 (6'') SD-B2
6" TEE
I=909.00 6" TEE
I=909.00SD-B2 180'x6" @ 0.00%SD-B1 24'x6" @ 0.00%SD-B4 186'x6" @ 0.00%SD-B3 25'x6" @ 0.00%
SD-B5 42'
x
6
"
@
0
.
0
0
%
FES-1
I=908.23 P-1 54'x18" @ 0.50%
ST-1
R=916.00
I=913.22 (12'') P-2
I=909.00 (6'') SD-B1
I=908.50 (18'') P-1
P-2 14'x12" @ 2.00%
FES-2
I=913.50
FES-3
I=912.00
P-3 16
7
'
x
2
4
"
@
0
.
6
0
%
BASIN I
100 YR HWL = 911.98
7
8
10
9 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R
10
0
Y
R
10
0
Y
R
10
0
Y
R
10
0
Y
R
10
0
Y
RWETWE
T
WE
T
WET
WET
WET
WETWETWETWETWETWETWET>>>IIIIIIIIIIII>
>
I
I
I
CO-I10
R=912.69
I=906.00 (6'') SD-I10
CO-I3
R=912.40
I=906.00 (6'') SD-I3
CO-I6
R=912.28
I=906.00 (6'') SD-I6
CO-I9
R=912.18
I=906.00 (6'') SD-I9
CO-I2
R=912.00
I=906.00 (6'') SD-I2
CO-I5
R=912.00
I=906.00 (6'') SD-I5
CO-I8
R=912.00
I=906.00 (6'') SD-I8
HW-I1
I=906.00
6" CROSS
I=906.00
6" CROSS
I=906.00
6" CROSS
I=906.00
SD-
I
2
9
2
'
x
6
"
@
0
.
0
0
%SD-I1 69'x6" @ 0.00%SD-
I
5
7
0
'
x
6
"
@
0
.
0
0
%
SD-I4 25'x6" @ 0.00%
SD-
I
8
5
5
'
x
6
"
@
0
.
0
0
%
SD-I7 25'x6" @ 0.00%SD-I10 129'x6" @ 0.00%SD-
I
9
6
3
'
x
6
"
@
0
.
0
0
%
SD-
I
6
7
1
'
x
6
"
@
0
.
0
0
%
SD-
I
3
8
1
'
x
6
"
@
0
.
0
0
%
FES-21A
I=910.20
FES-22A
I=910.20
P-22 25'x12" @ 5.00%
P-21 25'x12" @ 5.00%
FES-21
I=908.93
FES-22
I=908.93
8''
W
A
T
E
R
M
A
I
N
8''x22.5° BEND
8''x11.25° BEND8''x22.5° BEND
8''x6'' REDUCER
5''x 7'-6'' HYDRANT
BREAK=910.98
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9.1 MISC (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9.1 MISC (P2).DWG SAVED BY: TODD.KIRK 115OF
92
-
2024-08-26
22-26553
92 BASIN UTILITY CONSTRUCTION
300 26553 92
ELK RIVER MINNESOTA
BASIN UTILITY
CONSTRUCTION
0
SCALE IN FEET
20 40
TTK
TTK
JDF
0
SCALE IN FEET
20 40
Page 244 of 294
BASIN H
100 YR HWL = 914.50
10
11
OUTLOT E
OUTLOT D
6
2
3
4
5
1
2
1
7
8
9
5
10
2
3
4
6
100YR10
0
Y
R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100YR
100YR
1
0
0
Y
R
100YR100YR1
0
0YR
1
0
0
YR
1
0
0
Y
R
1
0
0
Y
R
10
0
Y
R
10
0
Y
R
100
Y
R
100Y
R
100YR
100YR
100Y
R
10
0
Y
R
10
0
Y
R
1
0
0
Y
R
1
0
0
YR
100YR>>>>>>>>>>WETWETWETWETWETWETWETWET
WETWETWETWET
WET
WE
T
WE
T
WET
WET
WET WET
WET
WE
T
W
E
T
WETWETWETWETSB-9
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>III
I
I
I
I
I
I
I
I
I
I
I
I
I
II>>>>>
>
>
>>>>>>>I
I
>>>>>>>>>>>>>>IIIIIIIIII
CO-H11
R=916.27
I=909.00 (6'') SD-H11
CO-H10
R=916.22
I=909.00 (6'') SD-H10
CO-H7
R=916.14
I=909.00 (6'') SD-H7
CO-H6
R=915.84
I=909.00 (6'') SD-H6
CO-H9
R=915.48
I=909.00 (6'') SD-H9
CO-H12
R=915.25
I=909.00 (6'') SD-H12
CO-H2
R=912.00
I=909.00 (6'') SD-H2
CO-H4
R=912.00
I=909.00 (6'') SD-H4
HW-H1
I=909.00
6" CROSS
I=909.00
6" CROSS
I=909.00
6" CROSS
I=909.00
6" TEE
I=909.00
SD
-
H
2
4
7
2
'
x
6
"
@
0
.
0
0
%SD-H1 75'x6" @ 0.00%SD
-
H
4
4
6
9
'
x
6
"
@
0
.
0
0
%
SD-H3 25'x6" @ 0.00%
SD
-
H
6
1
1
9
'
x
6
"
@
0
.
0
0
%
SD
-
H
9
1
5
3
'
x
6
"
@
0
.
0
0
%
SD-H5 25'x6" @ 0.00%
SD
-
H
7
2
3
0
'
x
6
"
@
0
.
0
0
%
SD
-
H
1
0
1
4
8
'
x
6
"
@
0
.
0
0
%
SD-H8 25'x6" @ 0.00%
SD
-
H
1
2
1
5
0
'
x
6
"
@
0
.
0
0
%
SD-H11 39'x6" @ 0.00%
FES-36
I=912.00
P-36 44'x36"
@
0
.
3
0
%
ST-36
R=917.58
I=912.33 (36'') P-37
I=912.13 (36'') P-36
P-37 1
4
6'x
3
6"
@
0.
3
0
%
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 7.9.1 MISC (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.9.1 MISC (P2).DWG SAVED BY: TODD.KIRK 115OF
93
-
2024-08-26
22-26553
93 BASIN UTILITY CONSTRUCTION
300 26553 93
ELK RIVER MINNESOTA
BASIN UTILITY
CONSTRUCTION
0
SCALE IN FEET
30 60
TTK
TTK
JDF
Page 245 of 294
100YR100YR100YRBASIN B
100 YR HWL = 915.19
BASIN O
100 YR HWL = 914.88
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
BASIN J
100 YR HWL = 909.08185TH
A
V
E
IVA
N
H
O
E
S
T
185TH
A
V
E
LINCOLN STKENNEDY STGRANT ST186TH AVE
3
8
2
10
9
OUTLOT H
11
6
OUTLOT J
OUTLOT A
OUTLOT G
OUTLOT C
OUTLOT E
OUTLOT D
OUTLOT B
1
OUTLOT F
1
6
2 3 4 5
1
6
3 1312
85
15
11
2
10
74
14
9
1 32
4
1
9
6
4
12
7
15
8
11
2
14
3
10
5
13
17
512
6
3
9
8
10
7
4 5
1 43 5
2
8
2
1
4
3
5 6
3
4
1
987
2
1
75
8
10
6
11
9
2 3 4
1
3
2
1
7
8
9
5
10
2
3 4 6
5
6
7
7
16
100YR100Y
R 100YR 100YR100YRSOUTH PIT
NWL = 900.67
100 YR HWL = 902.08
CENTER PIT
NWL = 902.27
100 YR HWL = 902.33
NORTH PIT
NWL = 903.73
100 YR HWL = 904.19
100Y
R
100YR
100YR
100YR
100YR 100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R
100YR 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR10
0
Y
R
100YR
1
0
0
Y
R
100YR10
0
Y
R
BASIN Q
100 YR HWL = 917.53
BASIN R
100 YR HWL = 917.66
1
0
0
Y
R
100YR100YR100YR
185TH AVE >>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>Parcel 1 COUNTY HIGHWAY NO. 40EMElectric Transmission
Easement
Per Doc. No. 122470
D&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4W
XWET WETWETWETWETFP100FP100FP100FP10
0 FP100FP100F
P
1
0
0
FP10
0
FP100FP100 FP100FP100FP100FP100FP100FP100FP100
FP100
FP100
F
P
1
0
0
FP100
FP100
FP100
FP100FP100FP10
0
FP100
W W
WWW WW WWWWWWWWWWWWW
W WWWWWWWWWWWWWWWWWWWWWWWW
WWW
WWWW
WWWW
WWWWWWWWWW WW
WWWWWWWWWW
WWWWWW
W WW
W
W
W
W
W
W WW
WWWWWWWWWWWWWWW
WETWETTROTT BROOKTROTT BROOKCOUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY
IVANHOE ST188TH AVE
NWWETWETWETWETWET
WETWET
WET
WET
WET
WETWETW
E
T
WETWETWETWE
T
W
E
T
WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET187TH AVE
186TH AVELINCOLN STKENNEDY STSB-1
SB-2
SB-3
SB-4
SB-5
SB-6
SB-7SB-7A
SB-8
SB-9
SB-10
SB-11
SB-12
SB-13
SB-14
SB-15
SB-16
SB-17
SB-18
SB-19
SB-20
SB-21
II>BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8 OVERALL GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8 OVERALL GRADE (P2).DWG SAVED BY: TODD.KIRK 115OF
94
-
2024-08-26
22-26553
94 OVERALL GRADING PLAN
300 26553 94
ELK RIVER MINNESOTA
OVERALL
GRADING PLAN
0
SCALE IN FEET
150 300
TTK
TTK
JDF
GRADING LEGEND
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
PROPOSED SPOT ELEVATION
PROPOSED TOP BACK OF CURB / TOP OF TURNDOWN
WALK SPOT ELEVATION
SURFACE GRADE / DIRECTION
GENERAL GRADING NOTES
PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD
DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE
AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE.
101
100
101
100
XXX.XXXXX.XX-X.X%
Page 246 of 294
100YR100YR100YR100YR100
Y
R
100YR100YRBASIN B
100 YR HWL = 915.19 LINCOLN STKENNEDY ST8
9
OUTLOT H
6
OUTLOT A
OUTLOT C
1 2
1
43
5
2
8
2
1
4
3
5
6
3
4
1
9
87
2
1
5 6
2 3 4
5
6
7
7 100YR185TH AVE>>>>>>>>>>>>EMD&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4
FP100FP100 FP100 FP100W WWW WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWW
W
WWWWWWW
WWWWWWWWWWWWWWWWWWWWWETWETWETWETWETTROTT BROOKWETWETWET
WET
WET
WET
WETW
E
T
W
E
T
WETWETWETWET
WET
WETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET WETWETSB-10
SB-11
8
9
OUTLOT H
6
OUTLOT A
OUTLOT C
1 2
1
43
5
2
8
2
1
4
3
5
6
3
4
1
9
87
2
1
5 6
2 3 4
5
6
7
7
-5.3%-6.3%-7
.9%-6.3%-4
.8%-6.3%-6.4%-6.0%-6.1%LFE = 917.70
GFE = 925.40
LFE = 917.40
GFE = 925.10
LFE = 916.7
0
GFE = 924.4
0
LFE = 9
1
6.
6
0
GFE = 9
2
4.
3
0
GFE = 925.40
LFE = 917.70
GFE = 924.80
LFE = 917.10
GFE = 924.30
LFE = 916.60
GFE = 923
.
7
0
LFE = 916
.
0
0
GFE = 9
2
3.
1
0
LFE = 9
1
5.
4
0
RGE = 925.20 RGE = 924.90 RGE = 924.
2
0
RGE = 9
2
4.
1
0
RGE =
9
1
8.
1
0
RGE = 918
.
7
0
RGE = 919.30
RGE = 919.80RGE = 920.40
FB FB
FB
FB
LO LO LO
LO
LO922.419
2
3
.
4
0 922.69922.20921.62921.22921.83922.42923.00923.59924.50LFE = 915
.
2
0
GFE = 922
.
9
0
LFE = 914.4
0
GFE = 922.1
0
LFE = 913.50
GFE = 921.20
LFE = 912.70
GFE = 920.40
LFE = 912.10
GFE = 919.80
LFE = 911.40
GFE = 919.1
0
GFE = 919.10
LFE = 911.40
GFE = 918.50
LFE = 910.80GF
E
=
9
2
3
.
6
0
L
F
E
=
9
1
5
.
9
0
GFE =
925
.60LFE =
917
.90LFE = 919.00GFE = 926.70LFE = 919.00GFE = 926.70LFE = 919.70GFE = 927.40LFE = 919.70GFE = 927.40LFE = 919.70GFE = 927.40LFE = 920.00GFE = 927.70GFE = 927.20LFE = 919.50GFE = 927.20LFE = 919.50GFE = 927.00LFE = 919.30GFE = 926.80LFE = 919.10GFE = 926.50LFE = 918.80RGE = 927.00RGE = 927.00RGE = 926.80RGE = 926.60RGE = 926.30RG
E
=
9
1
5
.
4
0
RGE =
917
.40RGE = 918.50RGE = 918.50RGE = 919.20RGE = 919.20RGE = 919.20RGE = 919.50RGE = 92
2
.
7
0
RGE = 921.9
0
RGE = 921.00
RGE = 920.20 RGE = 919.60 RGE = 918.9
0
RGE = 9
1
8.
0
0
RGE = 918.90 RGE = 918.30
FB
FB
FB
FB FB
FBFBFB
FBFBFBFB
FBWOWOWOWOWOWOWOWO-4.2%
-7.2
%
-7.9%
-7.9%
-8.0%
-7.3%
-7.2
%
-7.3
%
-7.2%-7.9%-7.4%-6.6%-6.2%-6.2%-6.5%-6.1%-6.1%919.96922.19924.40925.44925.14925.269
2
4
.
7
4
925.26925.55924.73925.04925.28925.41925.22924.49920.51920.07919.36918.70918.07917.36916.49917.90917.28916.709
0
8
.
6
6
910.54911.88912.94914.39916.749
1
6
.
7
4
916.74916.84920.67919.64920.07921.60923.04919.05L
P 920.01920.96921.92921.409
2
1
.
4
0
9
1
9
.
5
1 918.07916.64915.21913.96914.859
1
7
.
8
1 917.34916.84916.249
1
6
.
2
4 916.24915.34913.86922.90HP924.90HP926.00HP925.70HP926.70H
P
925.50EOF926.70HP925.80HP926.10HP926.30HP926.50HP924.10HP923.60HP923.00HP922.40HP924.40HP923.70HP923.60HP921.40HP920.50HP919.70HP919.10HP918.40HP917.50917.80HP-4.9%
-6.8%927.00HP925.80HP-7.3%
9
2
2
.
8
6
HP920.63914.67LP915.81HP915.42HP-5.4%-
2
.
7%-25.0%-25
.1%-25.1%-25
.1%
917
918
919921
920
921
922
923
92
4925915912913914916
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.1 DET GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.1 DET GRADE (P2).DWG SAVED BY: TODD.KIRK 115OF
95
-
2024-08-26
22-26553
95 DETAILED GRADING PLAN
300 26553 95
ELK RIVER MINNESOTA
DETAILED
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
Page 247 of 294
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
BASIN J
100 YR HWL = 909.08185TH
A
V
E
185TH
A
V
E
10
9
OUTLOT J
OUTLOT C
OUTLOT E
65 7
4
1
9
6
4
12
7
8
11
2
3
10
5
13
5
1 2
6
3
9
8
10
7
4
5
7
5
8
10
6
11
9
2 3 4
1
3
2
10
100YR100YR100YR100Y
R
100Y
R 100Y
R 100YR 100YR
100
Y
R 100YR100YR100YR100YR100YRSOUTH PIT
NWL = 900.67
100 YR HWL = 902.08
100Y
R
100Y
R
100Y
R
100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R
10
0
Y
R 100YR100YR100YR100YR100YR1
0
0
Y
R
100YRFP100FP10
0 FP100F
P
1
0
0 FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0WWWWWWWWWWWWWWWWWWW
W
W
W
W
W WW
W
W
W
W
W
W
W
W
W WWW
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWW WWWW
WET
WETWET
WET
WET
WET
WET
WET
WETWETWETWETWET WET
WET WETWETWETWETWETWE
T
WET
WET
W
E
T
WETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET
WET WETWETWETSB-8
SB-9
SB-12
SB-13
10
9
OUTLOT J
OUTLOT C
OUTLOT E
65 7
4
1
9
6
4
12
7
8
11
2
3
10
5
13
5
1 2
6
3
9
8
10
7
4
5
7
5
8
10
6
11
9
2 3 4
1
3
2
10
LFE = 914.4
0
GFE = 922.1
0
LFE = 913.50
GFE = 921.20
LFE = 912.70
GFE = 920.40
LFE = 912.10
GFE = 919.80
LFE = 911.40
GFE = 919.1
0
LFE = 9
1
0.
5
0
GFE = 9
1
8.
2
0 LFE =
9
0
9.70
GFE =
9
17.40LFE = 910.00GFE = 917.70LFE = 911.50GFE = 919.20LFE = 912.70GFE = 920.40
LFE =
9
1
7.
2
0
GFE =
9
2
4.
9
0
LFE =
9
1
8.
3
0
GFE =
9
2
6.
0
0 LFE = 920.60GFE = 928.30GFE = 919.10
LFE = 911.40
GFE = 918.50
LFE = 910.80
GFE = 91
7.
9
0
LFE = 91
0
.
2
0
GFE =
9
1
7.
8
0
LFE =
9
1
0.
1
0
GFE =
9
1
7.
3
0
LFE =
909.
6
0
GFE = 917.30LFE = 909.60GFE = 917.90LFE = 910.20GFE = 919.40LFE = 911.70GFE = 921.10LFE = 913.40GFE = 922.60LFE = 914.90LFE =
9
1
6.
8
0
GFE = 92
4.50
GFE =
9
2
5.
5
0
LFE =
9
1
7.
8
0
GFE =
9
2
6.
8
0
LFE =
9
1
9.
1
0
GFE =
9
2
8.
2
0
LFE =
9
2
0.
5
0
GFE = 9
2
9.
3
0
LFE = 9
2
1.
6
0
GFE = 9
2
9.
3
0
LFE = 9
2
1.
6
0
GFE = 92
8
.
2
0
LFE = 92
0
.
5
0
GFE = 927.
9
0
LFE = 920.
2
0
GFE = 927.
4
0
LFE = 919.
7
0
GFE = 926.
9
0
LFE = 919.
2
0
GFE = 926.
4
0
LFE = 918.
7
0
GFE = 925.
9
0
LFE = 918
.
2
0
GFE = 925.
3
0
LFE = 917.
6
0
LF
E
=
9
2
2
.
1
0
GF
E
=
9
2
9
.
8
0
LFE = 921.
7
0
GFE = 929.
4
0
LFE = 920.90
GFE = 928.60
LFE = 920.
4
0
GFE = 928.
1
0
LFE = 919
.
9
0
GFE = 927.
6
0
GFE = 927.
2
0GF
E
=
9
2
9
.
5
0
L
FE
=
9
2
1
.
8
0
RGE = 921.9
0
RGE = 921.00
RGE = 920.20 RGE = 919.60 RGE = 918.9
0
RGE = 9
1
8.
0
0
RGE
= 917.
2
0 RGE = 917.50RGE = 914.20RGE = 915.40
RGE = 918.90 RGE = 918.30
RGE = 91
7
.
7
0
RGE =
9
1
2.
8
0
RGE =
9
1
2.
3
0 RGE = 912.30RGE = 912.90RGE = 914.40RGE = 916.10
RGE = 917.60
RGE =
9
1
6.
3
0
RGE =
9
1
7.
3
0
RGE =
9
1
8.
6
0
RGE =
9
2
0.
0
0
RGE =
9
2
1.
1
0
RGE = 9
2
1.
1
0
RGE = 92
0.
0
0
RGE = 919
.
7
0
RGE = 919
.
2
0
RGE = 918
.
7
0
RGE = 918
.
2
0
RGE = 917
.
7
0
RGE = 917
.
1
0
RGE = 923.60RGE = 924.
4
0
RGE
=
9
2
1
.
3
0
RGE = 923.30RGE =
9
2
1.
0
0
RGE =
9
1
9.
9
0
FB
FB
FB FB
FB
FB
FB FBWO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
FB
FB
FB
LO
LO LO LOLOLO LOLOLO LO
LO LOWO-7.4%-6.6%-6.2%-6.2%-6.5%-6
.3%
-
6
.
2%
-
6
.
4%
-7
.
9%
-
7
.
0%-6.1%-6.1%-6.0%-7
.9%
-
7
.
9%
-
7
.
9%
-7
.
8
%
-
8
.
0%
-
7
.
9%
-
7
.
0%
-
7
.
8%
-7
.7%
-8
.0%
-7
.3%
-3.5
%
-5
.5%-6.3%-7.7%-7.8%-7.9%-8.0%-8.0%-7.8%-7.7%-7.9%-7.7%-7.9%-8.0%-7.8%-8.0%-
5
.5%
-5
.5%
-6
.
7
%-7.2%920.07919.36918.70918.07917.36916.49915.66915.27915.99917.39918.99917.90917.28916.70916.11915.53915.20EOF915.53916.62918.33920.06921.779
2
2
.
3
5 922.99924.21925.369
2
6
.
4
5 927.10926.81926.24925.71925.18924.65924.12923.59923.07925.02925.479
2
5
.
9
1
926.36927.029
2
7
.
7
3927.39927.40927.40927.25924.83923.69923.04918.07916.64915.219
1
3
.
9
6 914.85914.05913.65912.20912.99911.919
1
5
.
3
4 913.86913.35911.10910.34910.34910.34910.50912.00913.70914.34913.90913.90914.90916.20917.25917.25917.30917.30916.809
1
6
.
3
0 915.80915.30914.70918.92918.00919.52917.16917.42921.40HP920.50HP919.70HP919.10HP918.40HP917.50HP916.70HP916.30HP917.00HP918.50HP917.80HP917.20HP917.10HP916.60HP916.60HP917.20HP918.90HP920.60HP923.80HP924.80HP926.10HP927.50HP928.60HP927.50HP927.20HP926.70HP926.20HP925.70HP925.20HP924.60HP927.40HP927.90HP928.70HP925.30HP924.20H
P
-5.4%-
2
.
7%
-25
.1%-25.0%-28.6%-
2
5
.
1%
-25.0%-25.0%-33.4%-24.3%-24.9%-
9
.
8%-25.9%-18.2%-25.0%
-
2
5
.
0%
-
7
.
9%923924910
9119259269279259229239249269
2
7
910920906908912914916918915915 920916 916917 917918918
919 919921922BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.1 DET GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.1 DET GRADE (P2).DWG SAVED BY: TODD.KIRK 115OF
96
-
2024-08-26
22-26553
96 DETAILED GRADING PLAN
300 26553 96
ELK RIVER MINNESOTA
DETAILED
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
Page 248 of 294
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
IVA
N
H
O
E
S
T
185TH
A
V
E
186TH AVE
2
10
11
OUTLOT C
OUTLOT E
OUTLOT D
1
OUTLOT F
1
6
2 3 4
5
1
6
3 12
8
5
11
2
10
74 9
4
1
9
6
4
7
8
11
2
3
10
5
1
3
2
1
7
8
9
5
10
2
3
4
6
100Y
R
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR10
0
Y
R
10
0
Y
R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100YR
100YR1
0
0YR
1
0
0
Y
R
10
0
Y
R
100Y
R
100YR
100
Y
R
1
0
0
Y
R
1
0
0YR
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WIVANHOE ST188TH
AVE
NWWETWETWETWETWETWETWETWE
T
WET
WET
W
E
T
WETWETWETWETWETKENNEDY STSB-2
SB-3
SB-8
SB-9
2
10
11
OUTLOT C
OUTLOT E
OUTLOT D
1
OUTLOT F
1
6
2 3 4
5
1
6
3 12
8
5
11
2
10
74 9
4
1
9
6
4
7
8
11
2
3
10
5
1
3
2
1
7
8
9
5
10
2
3
4
6
LFE =
9
1
7.
2
0
GFE =
9
2
4.
9
0
LFE =
9
1
8.
3
0
GFE =
9
2
6.
0
0 LFE = 920.60GFE = 928.30LFE =
9
1
6.
8
0
GFE = 924.50
GFE =
9
2
5.
5
0
LFE =
9
1
7.
8
0
GFE =
9
2
6.
8
0
LFE =
9
1
9.
1
0
GFE =
9
2
8.
2
0
LFE =
9
2
0.
5
0
GFE = 9
2
9.
3
0
LFE = 9
2
1.
6
0
GFE = 9
2
9.
3
0
LFE = 9
2
1.
6
0
GFE = 92
8.
2
0
LFE = 92
0.
5
0
GFE = 927.
9
0
LFE = 920.
2
0
GFE = 927.
4
0
LFE = 919.
7
0
GFE = 926.
9
0
LFE = 919.
2
0
GFE = 926.
4
0
LFE = 918.
7
0
L
F
E
=
9
2
3
.
1
0
G
F
E
=
9
3
0
.
8
0
LFE
=
9
2
4
.
2
0
GFE
=
9
3
1
.
9
0
LFE = 924.6
0
GFE = 932.3
0 LFE = 9
2
4
.
9
0
GFE = 9
3
2
.
6
0
LFE
=
9
2
5
.
2
0
GFE
=
9
3
2
.
9
0
LFE
=
9
2
5
.
3
0
GF
E
=
9
3
3
.
0
0
L
F
E
=
9
2
3
.
3
0
G
F
E
=
9
3
1
.
0
0
L
F
E
=
9
2
2
.
4
0
G
F
E
=
9
3
0
.
1
0
L
FE
=
9
2
1
.
8
0GFE
=
9
2
9
.
5
0
LF
E
=
9
2
2
.
1
0
GF
E
=
9
2
9
.
8
0
LFE = 921.
7
0
GFE = 929.
4
0
LFE = 920.90
GFE = 928.60
LFE = 920
.
4
0
GFE = 928.
1
0
LFE = 919.
9
0
GFE = 927.
6
0
LFE = 919.
5
0
GFE = 927.
2
0
LFE = 919
.
0
0
GFE = 926.
7
0
LFE = 918.
6
0
GFE = 926.
3
0
LFE = 918.
1
0
GFE = 925.
8
0GF
E
=
9
3
0
.
4
0
L
F
E
=
9
2
2
.
7
0
G
F
E
=
9
3
0
.
7
0
L
F
E
=
9
2
3
.
0
0
GF
E
=
9
3
1
.
0
0
LF
E
=
9
2
3
.
3
0
GFE =
9
3
1
.
3
0
LFE =
9
2
3
.
6
0
GFE = 931.
7
0
LFE = 924.0
0
GFE =
9
3
2
.
2
0
LFE =
9
2
4
.
5
0
GF
E
=
9
3
2
.
2
0
LFE
=
9
2
4
.
5
0
G
F
E
=
9
3
1
.
9
0
LF
E
=
9
2
4
.
2
0
G
F
E
=
9
3
0
.
7
0
L
F
E
=
9
2
3
.
0
0
GFE
=
9
2
9
.
5
0
L
FE
=
9
2
1
.
8
0
RGE = 915.40RGE =
9
1
6.
3
0
RGE =
9
1
7.
3
0
RGE =
9
1
8.
6
0
RGE =
9
2
0.
0
0
RGE =
9
2
1.
1
0
RGE = 9
2
1.
1
0
RGE = 92
0.
0
0
RGE = 919
.
7
0
RGE = 919
.
2
0
RGE = 918
.
7
0
RGE = 918
.
2
0
RGE = 925
.
6
0
RGE = 926
.
1
0
RGE = 926
.
5
0
RGE = 927
.
0
0
RGE = 927
.
4
0
RGE = 923
.
1
0
RGE = 923.60RGE = 924.
4
0
RG
E
=
9
2
4
.
8
0RGE
=
9
2
4
.
5
0
R
G
E
=
9
2
9
.
9
0
R
G
E
=
9
3
0
.
8
0
RG
E
=
9
2
8
.
0
0
RGE
=
9
2
7
.
9
0
RGE =
9
2
7
.
6
0
RGE = 927.3
0
RGE
=
9
2
6
.
9
0
R
G
E
=
9
2
5
.
8
0
RGE
=
9
2
2
.
2
0
R
G
E
=
9
2
2
.
5
0
RG
E
=
9
2
2
.
8
0
RGE
=
9
2
3
.
1
0
RGE = 923.
5
0
RGE =
9
2
4
.
0
0
RG
E
=
9
2
4
.
0
0
R
G
E
=
9
2
3
.
7
0
R
G
E
=
9
2
2
.
5
0
RGE
=
9
2
1
.
3
0
RGE = 923.30RGE =
9
2
1.
0
0
RGE =
9
1
9.
9
0
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
LOLO
LO LOL
O
LO
LO
LO
LO
LO
LO
LOLO
LO
LO
FB
FB
FB
FB
FB
F
B
F
BWOW
O
WO
WO
WO
WO
WO
W
O
WO
WO-
7
.
8%
-7
.7%
-8
.0%
-7
.3%
-3.
5
%
-5
.5%-6.3%-7.7%-7.8%-7.9%-8.0%-7.7%-7.9%-7.7%-7.9%-7.7%-7.9%-8.0%-7.8%-8.0%-7.9%
-
5
.
5%
-5
.5%
-6
.
7
%-7.2%-7.3%-7.1%-4.9%-5.6%-5.7%-5.5%-5.6%-5.6%-5.7%-6.1%-8.0%-7.9%-7.9%-7.9%-8.0%-8.0%-7.7%
9
2
1
.
7
7 922.35922.99924.21925.36926.45927.10926.81926.249
2
5
.
7
1 925.18924.65924.12924.13924.57925.02925.47925.91926.36927.02927.73927.39927.80928.71930.14930.469
3
0
.
9
7930.76930.46930.13929.54928.73928.809
2
9
.
1
2
929.44929.76930.08930.49930.95930.64929.48928.21927.40927.409
2
7
.
2
5
924.83923.69923.04912.20912.99911.91913.90914.90916.20917.25917.25917.30917.309
1
6
.
8
0 916.30915.80920.00918.92919.13918.64918.86918.379
1
8
.
5
8919.28HP918.80918.00LP921.57925.69931.439
3
0
.
7
7923.00922.65922.53919.24919.68919.98920.00920.00920.009
2
0
.
0
0
920.00920.00918.92918.00919.529
1
7
.
1
6
917.42923.80HP924.80HP926.10HP927.50HP928.60HP927.50HP927.20HP926.70HP926.20HP925.70HP925.20925.10HP925.60HP926.00HP926.50HP926.90HP927.40HP927.90HP928.70HP928.30HP929.40HP932.20HP931.90HP931.60HP931.20HP930.10HP929.70HP930.00HP930.30HP930.60HP931.00HP931.50HP931.20HP930.00HP928.80HP925.30HP924.20HP-25.0%-28.6%-2
5
.
1%
-25.0%-25.0%922.45LP9
2
3
.
1
5
H
P 922.93HP923.16HP923.63HP921.82L
P 922.04L
P 922.27LP922.54L
P
917.87LP9
1
8
.
1
5
LP918.43LP919.25HP919.53H
P
9
2
0
.
1
4
HP-25.1%924920
930
922
924
926
928
-25.1%-25.1%-25.1%930
930
9
2
7
928
929
929
925926927
9259229239249269
2
7
910920906908912914916918921922BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.1 DET GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.1 DET GRADE (P2).DWG SAVED BY: TODD.KIRK 115OF
97
-
2024-08-26
22-26553
97 DETAILED GRADING PLAN
300 26553 97
ELK RIVER MINNESOTA
DETAILED
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
Page 249 of 294
BASIN O
100 YR HWL = 914.88
BASIN K
= 911.94
185TH
A
V
E GRANT ST3
OUTLOT G
1312
15
1110
14
9
1 32
9
12
15
11
14
10
13
1716
CENTER PIT
NWL = 902.27
100 YR HWL = 902.33
NORTH PIT
NWL = 903.73
100 YR HWL = 904.19
100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100Y
R
100YR
100YR100YR100YR100YR100YR100YR10
0
Y
R
100YRBASIN Q
100 YR HWL = 917.53
BASIN R
100 YR HWL = 917.66
1
0
0
Y
R
100YR100YR100YR100YR100YR100Y
R
100YR
100YRWWWWWWWWWW
W WWWWWWWWWWWWWWW
WWWWWWWWWW
W
WW
W
W
W
W
W
W WW
W
W
W
WWWWWWWWWWWWWCOUNTY HIGHWAY NO. 40SB-5
SB-6
SB-7SB-7A
SB-8
SB-21
3
OUTLOT G
1312
15
1110
14
9
1 32
9
12
15
11
14
10
13
1716
GFE = 927.
4
0
LFE = 919
.
7
0
GFE = 926.
9
0
LFE = 919.
2
0
GFE = 926.
4
0
LFE = 918.
7
0
GFE = 925.
9
0
LFE = 918.
2
0
GFE = 925.
3
0
LFE = 917.
6
0
GFE = 924.
8
0
LFE = 917.
1
0
GFE = 924.
6
0
LFE = 916.
9
0
GFE = 923.30
LFE = 915.60
GFE = 920.60
LFE = 912.90
LFE = 919.
5
0
GFE = 927.
2
0
LFE = 919
.
0
0
GFE = 926.
7
0
LFE = 918.
6
0
GFE = 926.
3
0
LFE = 918.
1
0
GFE = 925.
8
0
LFE = 917
.
7
0
GFE = 925.
4
0
LFE = 917.
2
0
GFE = 924.
9
0
LFE = 916.
9
0
GFE = 924.
6
0
LFE = 915.60
GFE = 923.30
LFE = 914.10
GFE = 921.80 LFE = 9
1
1
.
2
0
GFE = 9
1
8
.
9
0
RGE = 919
.
2
0
RGE = 918
.
7
0
RGE = 918
.
2
0
RGE = 917
.
7
0
RGE = 917
.
1
0
RGE = 916
.
6
0
RGE = 916
.
4
0
RGE = 915.10 RGE = 915.6
0
RGE = 9
1
8
.
7
0
RGE = 916.80RGE = 918.30
RGE = 924
.
4
0
RGE = 924
.
7
0
RGE = 925
.
2
0
RGE = 925
.
6
0
RGE = 926
.
1
0
RGE = 926
.
5
0
RGE = 927
.
0
0
WO
WO
WO
WO
WO
WO
WO
WO LO
FB
LOLO
FB
FB
FB
FB
FB
FB
-7.8%-7.9%-8.0%-8.0%-7.8%-7.9%-7.8%-3.7%-8.0%-7.8%-8.0%-4.7%-7.8%-7.7%-7.9%-7.7%-7.9%-7.7%-7.9%925.18924.65924.129
2
3
.
5
9 923.07922.63922.71H
P 916.46915.71922.69926.269
2
2
.
5
4926.239
2
2
.
7
9
923.23923.68924.13924.57925.02916.30915.80915.30914.70914.20914.00913.34913.36913.90915.429
1
5
.
1
4915.17920.00918.90LP920.00918.92919.13918.64926.20HP925.70HP925.20HP924.60HP924.10HP923.90HP920.99HP918.55HP921.31HP923.90HP924.20HP924.70HP925.10HP925.60HP926.00HP918.43LP919.53HP920.14H
P -25.1%-25.1%-25.1%-25
.0%
-25
.2%-25.0%-25.0%-26.7%-33.2%-31.2%-25
.1%-25.0%-25.
0
%
920
930
912
914
916
918
922
924
926
928
932915915 9209209
2
5
911
911912912913
9139149149
1
6916 917917918918919919921921922922923923924924925
923
924 920930912
914
916
918 922924926928910
911
912
913
913
920
930
922
924
926
928
925BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.1 DET GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.1 DET GRADE (P2).DWG SAVED BY: TODD.KIRK 115OF
98
-
2024-08-26
22-26553
98 DETAILED GRADING PLAN
300 26553 98
ELK RIVER MINNESOTA
DETAILED
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
Page 250 of 294
9259249269
2
7
928929927
9
2
8
925
926
927925926927927 9
2
5
9
2
6
-1.8%-1.5%-1.8%
-1.5%-4.2%-4.2%-1.5%-1.5%-1.5%-1.5%-3.0%-8.0%-0.6%-2.0%-2.0%-3.4%-5.0%-1.5%-1.5%-1.5%-1.5%-1.4%-1.4%-1.5%-2.0%-0.5%-0.5%-2.0%-2.0%
-2.0%
-2.0%-2.0%
-2.0%
-2.0%-2.0%-2.0%-0.5%924.79924.87924.729
2
4
.
2
3
9
2
4
.
1
4 924.53924.52924.43924.45924.37924.22924.18924.09924.03924.02924.10924.199
2
4
.
5
9924.50924.39924.49924.40924.30924.99924.909
2
4
.
4
0
924.79924.79924.459
2
4
.
5
8924.539
2
4
.
5
2
9
2
4
.
4
7 924.38924.25924.03924.02924.14924.56924.279
2
4
.
3
8924.05924.059
2
4
.
0
5
HP
924.11
924.09924.03924.00924.00924.089
2
4
.
4
3924.38924.55924.61924.50924.50924.41924.07924.13924.13924.439
2
4
.
3
4 924.52924.43924.51924.60BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.2 INTER GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.2 INTER GRADE (P2).DWG 115OF
99
-
2024-08-26
22-26553
99 INTERSECTION GRADING
300 26553 99
ELK RIVER MINNESOTA
INTERSECTION
GRADING
0
SCALE IN FEET
5 10
TTK
TTK
JDF
ADA LANDING
ADA LANDING
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
B618 CURB & GUTTER
B618 CURB & GUTTER
B618 CURB & GUTTER
B618 CURB & GUTTER
PED RAMP CURB
PED RAMP CURB
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
5' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
185TH
A
V
ELINCOLN ST10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
B618 CURB & GUTTER
TRANSITION PANEL
TRANSITION PANEL
TRANSITION PANEL
Page 251 of 294
-1.5%-1.5%-1.0%
-1.0%-7.2%-7.2%-1.0%
-1.5%-3.8%-3.8%-1.5%-1.5%-1.5%-1.5%-3.8%-5.0%-0.3%-2.0%-2
.0%
-2
.0%
-2
.0%
-2
.0%-2.0%-2.0%-2.0%
-2.0%
-2.0%
-2.0%-1.0%
-1.0%
9
2
0
.
8
1 920.69920.66920.17920.41920.23920.56920.65920.67920.159
2
1
.
1
5 921.19921.16920.91921.159
2
1
.
1
0 921.009
2
0
.
9
7 920.879
2
0
.
7
4
9
2
0
.
5
5 920.38920.31920.43920.819
2
1
.
1
5
920.77920.50920.47920.54920.41920.74920.43920.21920.18920.08920.05919.81919.97920.30920.20920.10919.93920.539
2
0
.
6
2
920.73920.64920.56920.60920.26920.19920.17920.11920.09920.06920.03920.009
1
9
.
9
3
920.27920.68920.36920.139
2
0
.
1
0920.15920.45920.54920.77920.60920.69920.679
2
0
.
6
1
920.53920.50920.27920.45921922923924921
920
921
91
0
9159209119129139
1
4
916917918919921920919921922923924915911912913914916
919.70919.97920.06920.22920.06919.98920.72920.51920.40920.40920.40-2.8
%920BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.2 INTER GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.2 INTER GRADE (P2).DWG 115OF
100
-
2024-08-26
22-26553
100 INTERSECTION GRADING
300 26553 100
ELK RIVER MINNESOTA
INTERSECTION
GRADING
0
SCALE IN FEET
5 10
TTK
TTK
JDF
ADA LANDING
ADA LANDING
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
B618 CURB & GUTTER
B618 CURB & GUTTER
B618 CURB & GUTTER
PED RAMP CURB
PED RAMP CURB
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
2' TRANSITION FROM 28"
SURMOUNTABLE TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
185TH
A
V
EKENNEDY ST10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
B618 CURB & GUTTER
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
28" SURMOUNTABLE CURB
2' TRANSITION FROM 28"
SURMOUNTABLE TO PED RAMP CURB
TRANSITION PANEL
Page 252 of 294
930.15930.24930.279
3
0
.
5
0930.71930.639
2
9
.
9
9 929.86929.92930.40930.49930.40930.31930.85930.76930.30930.219
3
0
.
0
0 929.95929.82929.77929.74929.81-2.9
%-1.5%-3.0
%-1.5%-1.5
%-1.5%-1.
5
%
-5.
4
%
-8.
0
%
-2.
0
%-1.2%929.83929.74929.72929.70929.65929.62929.54929.49929.37929.71929.99930.04930.12930.22930.24930.16929.69929.74
929.78 930.22930.31930.03
929.94
930.12
930.03930.06929.97-1.5%-1.5%1.
0
%
1.
0
%
-1.
5
%
-1.
5
%-1.5%-8.
0
%
-7.
9
%
-1.
4
%-1.5%-3.2%-3.0%-1.
5
%930.169
3
0
.
1
5
930.00930.63930.30929.71929.37929.96930.30930.63930.30929.71-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-0.
9
%
-1.
2
%
-2.
0
%
-2.
0
%
-2.
0
%
-2.
0
%930930928929
929
929930
93193
2
931
930930930
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.2 INTER GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.2 INTER GRADE (P2).DWG 115OF
101
-
2024-08-26
22-26553
101 INTERSECTION GRADING
300 26553 101
ELK RIVER MINNESOTA
INTERSECTION
GRADING
0
SCALE IN FEET
5 10
TTK
TTK
JDF
ADA LANDING
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
B618 CURB & GUTTER
B618 CURB & GUTTER
PED RAMP CURB
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB 186TH
A
V
E
IV
A
N
H
O
E
S
T
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
B618 CURB & GUTTER
B618 CURB & GUTTER
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURBPED RAMP CURB
ADA LANDING
TRANSITION PANEL
TRANSITION PANEL
TRANSITION PANEL
Page 253 of 294
927.54926.669
2
6
.
9
9927.05927.69927.34
927.58927.49927.22927.13926.79927.31927.22926.72926.67927.20927.19926.84926.75926.63926.55926.49926.32-1.5%-1.5%-1.5%-1.0%-4.5
%
-1.5
%
-5.6
%
-4.4
%
-1.5
%
-8.0
%
-2.0
%926.669
2
7
.
2
2 927.519
2
7
.
5
4
927.269
2
6
.
4
2926.75926.52926.57926.62926.74 926.78926.81926.85926.98HP926.99926.97926.92927.24926.98927.16927.02926.89
927.07
926.78926.71
926.98
926.94927.33927.07
927.03926.75927.02927.07927.15927.11
927.49927.479
2
7
.
2
5
926.66-1.5
%-0.7%-0.7%-3.8%-1.5%-1.2%-1.5%-1.5%
-1.5%-5.5%-4.7%-1.5
%
-8.0%
-2.0%-1.5%-7.5%-1.2%-1.3%927.20927.17927.13927.11927.08927.06926.92927.25927.39927.12927.15927.46927.51927.54927.65927.62927.53927.56-0.6%
-0.6%-1.5%-1.5%-6.8%-6.8%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%H
P927.55HP927.21HP927.55-2.0
%
-2.0
%
-2.0
%
-2.0
%
92
7
928
929
927928927927
930
930929
929931926
92
7
92
8
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.2 INTER GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.2 INTER GRADE (P2).DWG 115OF
102
-
2024-08-26
22-26553
102 INTERSECTION GRADING
300 26553 102
ELK RIVER MINNESOTA
INTERSECTION
GRADING
0
SCALE IN FEET
5 10
TTK
TTK
JDF
185TH AVEIV
A
N
H
O
E
S
T
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
PED RAMP CURB
PED RAMP CURB
PED RAMP CURB
ADA LANDING
ADA LANDING
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
B618 CURB & GUTTER
B618 CURB & GUTTER
B618 CURB & GUTTER
B618 CURB & GUTTER
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
2' TRANSITION FROM B418 C&G
TO PED RAMP CURB
B418 CURB & GUTTER
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
28" SURMOUNTABLE CURB
TRANSITION PANEL
TRANSITION PANEL
TRANSITION PANEL 185TH AV
E
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
ADA LANDING
PED RAMP CURB
2' TRANSITION FROM 28"
SURMOUNTABLE TO PED RAMP CURB
2' TRANSITION FROM 28"
SURMOUNTABLE TO PED RAMP CURB
Page 254 of 294
922.35922.44922.45922.41
922.44922.71922.79922.90922.05922.10922.07922.22922.24922.17922.38922.479
2
2
.
6
6
922.57922.389
2
2
.
3
0922.30922.919
2
3
.
0
0 922.56922.29922.21922.18922.129
2
2
.
1
1
922.089
2
2
.
0
6
9
2
2
.
0
2 921.94921.95922.01-1.5%-3.0%
-3.1%-8.0%-1.3%-0.5%-5.1%-1.5%
-1.5%-1.5%-1.5%-3.4%
-3.6%-1.5%-1.3%-4.4%-4.5%-1.5%922.90922.80922.78922.71
922.65922.45922.31922.36922.60922.69922.69922.27922.51922.60922.60922.56922.30922.28922.27922.23922.21922.15922.11-1.5%-1.5%-0.1%
-0.1%
-1.5%-1.5%-1.5%
-4.0%
-3.9%
-2.0%-1.5%9
2
2
.
9
0
922.15922.44922.35922.02922.02922.029
2
2
.
0
4 922.05922.08921.97921.99922.19922.45922.11922.45922.53922.49922.47922.42922.38922.08922.35922.35LP922.34LP922.01LP922.34922.07922.48922.49922.58922.57-0.3%
-0.3%-1.5%-1.5%-6.9%-6.9%-2.0%-2.0%-2.0%-2.0%-0.5%
-0.5%
H
P
9
2
2
.
5
3
H
P
9
2
2
.
1
9
HP9
2
2
.
5
3-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%
-2.0%
-2.0%
-2.0%93393393493492
2
923
923
924923924923
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.2 INTER GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.2 INTER GRADE (P2).DWG 115OF
103
-
2024-08-26
22-26553
103 INTERSECTION GRADING
300 26553 103
ELK RIVER MINNESOTA
INTERSECTION
GRADING
0
SCALE IN FEET
5 10
TTK
TTK
JDF
185TH A
V
EGRANT ST28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
B618 CURB & GUTTER
B618 CURB & GUTTER
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
PED RAMP CURB
ADA LANDING
ADA LANDING
28" SURMOUNTABLE CURB
PED RAMP CURB
2' TRANSITION FROM 28"
SURMOUNTABLE CURB
TO PED RAMP CURB
2' TRANSITION FROM 28" SURMOUNTABLE
CURB TO PED RAMP CURB28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
B618 CURB & GUTTER
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
28" SURMOUNTABLE CURB
B618 CURB & GUTTER
28" SURMOUNTABLE CURB
TRANSITION PANEL
B618 CURB & GUTTER
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
PED RAMP CURB
PED RAMP CURB
2' TRANSITION FROM B418 C&G
TO PED RAMP CURB
B418 CURB & GUTTER
ADA LANDING
TRANSITION PANEL
TRANSITION PANEL
Page 255 of 294
9
1
6
.
0
1 915.749
1
5
.
6
6915.64915.609
1
5
.
5
9
LP915.45915.52LP9
1
5
.
8
1
9
1
6
.
3
4 916.24916.16916.09916.02LP915.95915.68
9
1
5
.
6
4
915.74
916.09
916.18916.09916.00916.119
1
6
.
2
0
-0.4%
-1.5%
-5.9%
-2.0%-1.6%-1.5%-1.5%-1.5%-0.4%
-1.5%
-6.0%
9
1
6
.
3
5
-2.0
%
-2.0
%
-0.5%HP916.039
1
5
.
9
9 915.67915.72-2.0%-2.0%HP915.73HP915.73-2.0%-2.0%-2.0%-2.0%9
1
6
.
2
8
9
1
6
.
0
1
915.949
1
5
.
8
5
915.73915.66915.45916.51916.62916.44
916.16
915.95915.89915.88 916.35916.26916.18915.77
916.269
1
6
.
1
7 916.09-1.5%-1.3%
-1.3%-1.5%-1.5%-8.0%
-7.8%-1.8%916.62-2.
0
%
-0.5%916.21916.309
1
6
.
0
9 916.14916.20916.00916.11916.05915.85915.79
915.76915.96915.91
915.70915.72915.66916.10916.01
916.04 916.279
1
6
.
2
8 916.30915.96915.78915.77915.75915.71915.709
1
5
.
6
7915.66915.62915.60-3.5%-1.5%-1.5%-1.5%-3.4%-8.0%-2.0%-0.
3
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-1.5
%
-5.8%-1.5%-5.8%-1.6%-2.0%
-1.
5
%-1.1%-1.1%-1.
5
%
-1.5%
-1.5%916.30-2.0
%
-2.
0
%
-0.5%915.96-2.0%915.46915.52915.61915.66915.73
915.79915.88915.96916.04916.31916.65916.649
1
6
.
5
4916.46916.07916.00915.96915.56
915.65915.91915.96915.97916.06916.05915.99916.01
915.83915.92916.08916.11916.79916.83-0.
8
%-4.6%-4.0%-0.2%-1.5%-0.2%-1.5%-1.5%
-1.5
%
-1
.5%-0.8%-1.5%-1.0
%
-3.5%
-4.1%-1.9%-7.7%-8.0%-1.7
%
-2.0
%
-0.5%
-2.0
%-2.0%9159159159
1
59159
1
5
9209169169
1
6
9169169169
1
6
9
1
6
91
6
9179
1
7
9179179179179179
1
7
917917917918918
918918918919915916
916
916
91
6
9
1
6
91
6
91691
7
917
91
7
917
917
9179
1
7
917
917918
9
1
8
918
918
918
918918
9
1
8
918
918919
919919
919
919
919-2.0
%917
916
916
916915916917
915916916BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.2 INTER GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.2 INTER GRADE (P2).DWG 115OF
104
-
2024-08-26
22-26553
104 INTERSECTION GRADING
300 26553 104
ELK RIVER MINNESOTA
INTERSECTION
GRADING
0
SCALE IN FEET
5 10
TTK
TTK
JDF
ADA LANDING
PED RAMP CURB
185TH AV
E
ROAD H28" SURMOUNTABLE CURB
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
PED RAMP CURB
PED RAMP CURB
PED RAMP CURB
PED RAMP CURB
PED RAMP CURB
ADA LANDING
ADA LANDING
ADA LANDING
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
B618 CURB & GUTTER
B618 CURB & GUTTER
B618 CURB & GUTTER
B618 CURB & GUTTER
B618 CURB & GUTTER
B618 CURB & GUTTER B618 CURB & GUTTER
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
2' TRANSITION FROM B418 C&G
TO PED RAMP CURB
B418 CURB & GUTTER
2' TRANSITION FROM B418 C&G
TO PED RAMP CURB
B418 CURB & GUTTER
B618 CURB & GUTTER
TRANSITION PANEL
TRANSITION PANEL
TRANSITION PANEL
TRANSITION PANEL
TRANSITION PANEL
TRANSITION PANEL
Page 256 of 294
921.799
2
1
.
6
1 921.619
2
1
.
7
9 921.799
2
1
.
8
3
9
2
1
.
8
5
L
P922.11922.13922.11922.11922.12922.18921.85921.819
2
2
.
2
9
922.38922.25922.34922.34922.25922.29922.38-
1
.
5%
-
1
.
5%-0.4%-0.4%-0.4%-0.4%
-
1
.
5%
-
1
.
5%
-
7
.
3%
-
7
.
2%922.13922.11922.11922.12922.189
2
1
.
8
1 921.85922.029
2
1
.
8
7
921.79921.61921.619
2
1
.
7
9 921.859
2
1
.
8
3
921.79922
9229
2
2 9229
2
1
9
2
2
9
2
3 92490690690690
6
907
90
8
914.55914.42914.00913.86915.77915.86914.13914.04914.43 914.04914.46914.58914.499
1
4
.
3
4 914.36914.89-1.5%
-1.5%-1.5%-6.4%-2.0%-1.5%-6.6%-1.5%-7.9%
-4.9%1.5%-4.6%914.77914.27914.36
913.95915.25915.34914.57914.48 914.42914.33
913.71913.63914.44914.32913.91913.77-1.5%-6.2%-1.5%-1.5%-1.5%-6.6%1.5%-6.4%
-1.5%
-5.0%-2.0%-6.3%930935928929931932
933934934934
925930922923924926927928929931932915 913.0914.0916.0BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.2 INTER GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.2 INTER GRADE (P2).DWG 115OF
105
-
2024-08-26
22-26553
105 TRAIL CROSSING GRADING
300 26553 105
ELK RIVER MINNESOTA
TRAIL CROSSING
GRADING
0
SCALE IN FEET
5 10
TTK
TTK
JDF
185T
H
A
V
E
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
PED RAMP CURB
ADA LANDING
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
B618 CURB & GUTTER
0
SCALE IN FEET
5 10
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
ADA LANDING
PED RAMP CURB
2' TRANSITION FROM 28" SURMOUNTABLE
CURB TO PED RAMP CURB
2' TRANSITION FROM 28" SURMOUNTABLE
CURB TO PED RAMP CURB
2' TRANSITION FROM 28" SURMOUNTABLE
CURB TO PED RAMP CURB
2' TRANSITION FROM 28" SURMOUNTABLE
CURB TO PED RAMP CURB
28" SURMOUNTABLE CURB
28" SURMOUNTABLE CURB
2' TRANSITION FROM 28" SURMOUNTABLE
CURB TO PED RAMP CURB
2' TRANSITION FROM 28" SURMOUNTABLE
CURB TO PED RAMP CURB
PED RAMP CURB
PED RAMP CURB
2' TRANSITION FROM B618 CURB &
GUTTER TO PED RAMP CURB
2' TRANSITION FROM B618 CURB &
GUTTER TO PED RAMP CURB
B618 CURB & GUTTER
B618 CURB & GUTTER
Page 257 of 294
-1.5%-1.5%-1.0%
-1.0%-7.2%-7.2%-1.0%-2.0%920.559
2
0
.
3
8 920.31920.43920.21920.18920.08920.05919.81919.97920.30920.20920.10919.93920.53920.62920.73920.64920.2791
0
911912913919.70919.46919.35919.97920.06920.01919.90919.909
1
9
.
9
0
920.22919.32919.00918.92918.85918.74918.74918.85918.92919.00919.32920.22919.90919.90919.90919.93919.94919.84919.71920.06919.98919.94919.84920.21919.85919.63919.30
920.43920.40920.40920.40920.72919.82919.50919.359
1
9
.
4
2
918.74918.74919.35919.50919.41919.82920.72920.51920.40920.40920.40-2.8
%-2.8%-2.0%-4.5%-1.5%920
920920
920917.0
918.0
919.0
920
91
0
910910915
9
0
9
911
912
913
914
916
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.2 INTER GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.2 INTER GRADE (P2).DWG 115OF
106
-
2024-08-26
22-26553
106 PARKING LOT GRADING
300 26553 106
ELK RIVER MINNESOTA
PARKING LOT
GRADING
0
SCALE IN FEET
5 10
TTK
TTK
JDF
28" SURMOUNTABLE CURB
B618 CURB & GUTTER
PED RAMP CURB
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
185TH
A
V
E
B618 CURB & GUTTER
B618 CURB & GUTTER
28" SURMOUNTABLE CURB
10' TRANSITION FROM B618 C&G
TO 28" SURMOUNTABLE
B618 CURB & GUTTER
CONCRETE "V" GUTTER, SEE DETAIL
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
3' TRANSITION FROM B618 C&G
TO PED RAMP CURB
6' TRANSITION FROM B618
C&G TO 0" HEIGHT CURB
6' TRANSITION FROM B618
C&G TO 0" HEIGHT CURB0" HEIGHT CURB
SEDIMENT BASIN / SNOW STORAGE
24'9'
,
TYP
.
20', TYP.
R3'
R3'
R3'
R3'
Page 258 of 294
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911.79 T/W
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911.66 T/W
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911.29 T/W
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9
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908.50 T/W
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908.50 T/W
901.36 B/W
908.50 T/W
898.25 B/W
908.50 T/W
898.22 B/W
908.50 T/W
898.55 B/W
908.50 T/W
898.85 B/W
908.50 T/W
899.46 B/W
908.50 T/W
902.51 B/W
9
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B
/
W909.55909.46908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52911
912910
906
907
908
909
905
910
906
907
908
909
905
910
906
907
908
909
9
0
5
9
0
4
9
0
6
9
0
7
9
0
8
9
0
9
9008
9
8
8
9
9 9019029
0
3
895
900
894
896
897
898
89
9
901
900897898899901902903904910915906907908909911912913914916917 905895
900905
894
896
897
898
899
901902
903
904
9
0
8
.
5
0
T
/
W
9
0
1
.
0
9
B
/
W
P-60 60' 73"x45'' @ 1.50%P-59 60' 28"x18'' @ 1.50%
12'' WATERMAIN
4'' FORCEMAIN
SECTION A-A
885
890
895
900
905
910
915
920
885
890
895
900
905
910
915
920
-0+25 0+00888.90+25893.30+50900.6908.500+75903.8911.221+00901.3908.671+25894.91+50891.31+75
TOP OF PILE ELEVATION = 908.50 TOP OF PILE ELEVATION = 908.50
888.50888.50
P-60 60' 73''x45'' (ARCH) @1.
5
0
%
HW-60A
I=902.10 HW-60
I=901.20
NORTH PIT NWL = 903.73
CENTER PIT NWL = 902.27
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
BLOCK RETAINING WALL, SEE DETAIL BLOCK RETAINING WALL, SEE DETAIL
12'' WATERMAIN
4'' FORCEMAIN
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
STEEL SHEET PILE RETAINING WALL
WITH CONCRETE CAP, SEE DETAILS
STEEL SHEET PILE RETAINING WALL
WITH CONCRETE CAP, SEE DETAILS
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.3 PIT XING GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.3 PIT XING GRADE (P2).DWG 115OF
107
-
2024-08-26
22-26553
107 PIT CROSSING GRADING
300 26553 107
ELK RIVER MINNESOTA
PIT CROSSING
GRADING
0
SCALE IN FEET
10 20
TTK
TTK
JDF
185TH AVE
CC
BB
AASTEEL SHEET PILE RETAINING
WALL - REFER TO SECTION
STEEL SHEET PILE RETAINING
WALL - REFER TO SECTION
BLOCK RETAINING WALL, SEE DETAIL
BLOCK RETAINING WALL, SEE DETAIL
RIGHT OF WAY, TYP.6' WALK6' WALKSTEEL SHEET PILE NOTES:
·SHEET PILES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
·AFTER INSTALLATION, ANY HOLES LEFT IN SHEET PILE (LIFTING HOOKS, ETC.) SHALL BE CLOSED OFF.
·ALL SHEETS TO BE MARKED AND NUMBERED AT 1' INCREMENTS PRIOR TO INSTALLATION.
·THE CONTRACTOR SHALL KEEP A LOG TO VERIFY THAT CORRECT DEPTH IS ACHIEVED FOR ALL SHEETS
INSTALLED. THIS LOG SHALL BE DELIVERED TO THE ENGINEER FOR REVIEW PRIOR TO ACCEPTANCE.
·CONTRACTOR IS RESPONSIBLE TO CONFIRM AND PROVIDE INSTALLATION EQUIPMENT THAT IS
COMPATIBLE WITH THE SHEETING TO BE USED. SOME INSTALLATION METHODS MAY WORK BETTER WITH
HEAVIER SHEET PILE.
·CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF SELECTED SHEET PILE FOR APPROVAL PRIOR TO
CONSTRUCTION.
SHEET PILING REQUIREMENTS:
·MINIMUM SHEET PILE ELASTIC SECTION MODULUS - Sx = __________
·MINIMUM GRADE OF STEEL - ASTM A572 GR. 60
·SHEET PILING LENGTH = __________
·MINIMUM MOMENT OF INERTIA - Ix = __________
NOTE: TOP OF WALL (T/W) AND BOTTOM OF WALL (B/W) ARE GRADE ELEVATIONS.
1' - 3"8"CONCRETE CAP CENTERED
ALONG CENTERLINE OF
SHEET PILING
RAILING POST - REFER
TO RAILING DETAILS
#3 U-BARS @ 12"OC
ALONG LENGTH OF
SHEET PILING
6"x6"x1/2" STEEL BASEPLATE
(4) #4 BARS CONTINUOUS
(4) 1/2"Ø x 4" LONG HILTI
KIWK HUS SCREW ANCHORS
(OR APPROVED EQUAL)
STEEL SHEET PILING -
LOCATION VARIES IN SECTION
EQ EQ
TYP
1"
TYPICAL PILE CAP DETAIL
NTS
NEOPRENE RUBBER
SLEEVE TYPE CASING SEAL
WITH STAINLESS STEEL
BANDS AND CLAMPS
PACK WITH PLASTIC SEALANT
SHEET PILING - REFER TO
PLAN AND DETAILS
PIPE
BURN HOLE IN SHEET
PILING TO PASS SLEEVE
CL
1' - 6"1' - 6"
2' - 0"2' - 0"
STD. STEEL PIPE
SLEEVE - 3'-0" LONG
1/4
1/4
PIPE THRU SHEET PILING DETAIL
NTS
Page 259 of 294
SECTION B-B (NORTH WALL)
880
885
890
895
900
905
910
915
880
885
890
895
900
905
910
915
-1+25 -1+00 -0+75 -0+50 -0+25 0+00904.4909.310+25904.5908.500+50904.5908.500+75904.2908.501+00900.6908.501+25902.1908.501+50905.6908.501+75905.0908.502+00905.4908.502+25 2+50 2+75 3+00 3+25 3+50
116' STEEL SHEET PILING
888.50 888.50
CONCRETE CAP
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
NORTH PIT NWL
SECTION C-C (SOUTH WALL)
880
885
890
895
900
905
910
915
880
885
890
895
900
905
910
915
-1+00 -0+75 -0+50 -0+25 0+00916.9911.080+25907.0909.760+50903.9908.500+75900.9908.501+00898.2908.501+25898.9908.501+50898.8908.501+75899.4908.502+00899.7908.502+25903.0908.502+50905.6909.022+75909.2910.273+00 3+25 3+50 3+75
190' STEEL SHEET PILING
PROPOSED GRADE, TYP.
EXISTING GRADE, TYP.
CONCRETE CAP
CENTER PIT NWL
888.50 888.50NOTE:
XXX.X - EXISTING GROUND
XXX.XX - PROPOSED GROUND
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 8.3 PIT XING GRADE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.3 PIT XING GRADE (P2).DWG 115OF
108
-
2024-08-26
22-26553
108 SHEET PILE WALL SECTIONS
300 26553 108
ELK RIVER MINNESOTA
SHEET PILE WALL
SECTIONS
TTK
TTK
JDF
Page 260 of 294
100YR100YR100YR185TH
A
V
E
IVA
N
H
O
E
S
T
185TH
A
V
E
LINCOLN STKENNEDY STGRANT ST186TH AVE
3
8
2
10
9
OUTLOT H
11
6
OUTLOT J
OUTLOT A
OUTLOT G
OUTLOT C
OUTLOT E
OUTLOT D
OUTLOT B
1
OUTLOT F
1
6
2 3 4 5
1
6
3 1312
85
15
11
2
10
74
14
9
1 32
4
1
9
6
4
12
7
15
8
11
2
14
3
10
5
13
17
512
6
3
9
8
10
7
4 5
1 43 5
2
8
2
1
4
3
5 6
3
4
1
987
2
1
75
8
10
6
11
9
2 3 4
1
3
2
1
7
8
9
5
10
2
3 4 6
5
6
7
7
16
100YR100Y
R 100YR 100YR100YR100Y
R
100YR
100YR
100YR
100YR 100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R
100YR 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR10
0
Y
R
100YR
1
0
0
Y
R
100YR10
0
Y
R
1
0
0
Y
R
100YR100YR100YR
185TH AVE
Parcel 1 COUNTY HIGHWAY NO. 40EMElectric Transmission
Easement
Per Doc. No. 122470W
XWET WETWETWETWETFP100FP100FP100FP10
0 FP100FP100F
P
1
0
0
FP10
0
FP100FP100 FP100FP100FP100FP100FP100FP100FP100
FP100
FP100
F
P
1
0
0
FP100
FP100
FP100
FP100FP100FP10
0
FP100
W W
WWW WW WWWWWWWWWWWWW
W WWWWWWWWWWWWWWWWWWWWWWWW
WWW
WWWW
WWWW
WWWWWWWWWW WW
WWWWWWWWWW
WWWWWW
W WW
W
W
W
W
W
W WW
WWWWWWWWWWWWWWW
WETWETTROTT BROOKTROTT BROOKCOUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY
IVANHOE ST188TH AVE
NWWETWETWETWETWET
WETWET
WET
WET
WET
WETWETW
E
T
WETWETWETWE
T
W
E
T
WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET187TH AVE
186TH AVELINCOLN STKENNEDY STSB-1
SB-2
SB-3
SB-4
SB-5
SB-6
SB-7SB-7A
SB-8
SB-9
SB-10
SB-11
SB-12
SB-13
SB-14
SB-15
SB-16
SB-17
SB-18
SB-19
SB-20
SB-21
100YR100YR100YR100YR10
0
Y
R
10
0
Y
R
100YR100YR1
0
0
Y
R
1
0
0
Y
R
1
0
0
Y
R100YR100YR100YR100YR
100YR
100YR
100YR
100YR
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
JERREMY D. FOSS
xxxx-xx-xx 55871
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
26553 - 9 SIGNAGE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 9 SIGNAGE (P2).DWG SAVED BY: TODD.KIRK 115OF
109
-
2024-08-26
22-26553
109 SIGNAGE & STRIPING PLAN
300 26553 109
ELK RIVER MINNESOTA
SIGNAGE &
STRIPING PLAN
0
SCALE IN FEET
150 300
TTK
TTK
JDF
STOP SIGN (R1-1, 30x30)
STREET NAME SIGNS
MOUNTED ABOVE STOP SIGN
STOP SIGN (R1-1, 30x30)
STOP SIGN (R1-1, 30x30)
STOP SIGN (R1-1, 30x30)
STOP SIGN (R1-1, 30x30)
STOP SIGN (R1-1, 30x30)
STOP SIGN (R1-1, 30x30)
STREET NAME SIGNS
MOUNTED ABOVE STOP SIGN
STREET NAME SIGNS
MOUNTED ABOVE STOP SIGN
STREET NAME SIGNS
MOUNTED ABOVE STOP SIGN
STREET NAME SIGNS
MOUNTED ABOVE STOP SIGN
STREET NAME SIGNS
MOUNTED ABOVE STOP SIGN
WETLAND BUFFER SIGN.
COORDINATE SIGN WITH CITY.
WETLAND BUFFER SIGN.
COORDINATE SIGN WITH CITY.
WETLAND BUFFER SIGN.
COORDINATE SIGN WITH CITY.
3'x6' CROSSWALK
PAVEMENT MARKINGS
3'x6' CROSSWALK
PAVEMENT MARKINGS
3'x6' CROSSWALK
PAVEMENT MARKINGS
3'x6' CROSSWALK
PAVEMENT MARKINGS
3'x10' CROSSWALK
PAVEMENT MARKINGS
STOP SIGN (R1-1, 30x30)
SEE INSET
0
SCALE IN FEET
30 60 DEVELOPMENT
MONUMENT SIGN
LANE USE CONTROL
SIGN (R3-8AA, 36x30)
4" SOLID LINE, WHITE
(MULTI-COMPONENT, GROUND IN)
RIGHT TURN ARROW PAVEMENT MESSAGE
(MULTI-COMPONENT, GROUND IN)
LEFT TURN ARROW PAVEMENT MESSAGE
(MULTI-COMPONENT, GROUND IN)
KEEP RIGHT SIGN (R4-7, 24x30)KEEP RIGHT SIGN (R4-7, 24x30)
BIKE & PED. SIGN (W11-15, 30x30)
TRAIL X-ING SIGN (W11-15P, 24x18)
DOWN ARROW SIGN (W16-7PL, 24x12)
BIKE & PED. SIGN (W11-15, 30x30)
TRAIL X-ING SIGN (W11-15P, 24x18)
DOWN ARROW SIGN (W16-7PL, 24x12)
BIKE & PED. SIGN (W11-15, 30x30)
TRAIL X-ING SIGN (W11-15P, 24x18)
DOWN ARROW SIGN (W16-7PL, 24x12)
Page 261 of 294
100YR100YR100YR100YR100Y
R 100YR 100YR100YR100Y
R
100YR
100YR
100YR
100YR 100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R
100YR 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR10
0
Y
R
100YR
1
0
0
Y
R
100YR10
0
Y
R
1
0
0
Y
R
100YR100YR100YR>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>Parcel 1 COUNTY HIGHWAY NO. 40EMD&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4W
XWET WETWETWETWETFP100FP100FP100FP10
0 FP100FP100F
P
1
0
0
FP10
0
FP100FP100 FP100FP100FP100FP100FP100FP100FP100
FP100
FP100
F
P
1
0
0
FP100
FP100
FP100
FP100FP100FP10
0
FP100
W W
WWW WW WWWWWWWWWWWWW
W WWWWWWWWWWWWWWWWWWWWWWWW
WWW
WWWW
WWWW
WWWWWWWWWW WW
WWWWWWWWWW
WWWWWW
W WW
W
W
W
W
W
W WW
WWWWWWWWWWWWWWW
WETWETTROTT BROOKTROTT BROOKCOUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY
IVANHOE ST188TH AVE
NWWETWETWETWETWET
WETWET
WET
WET
WET
WETWETW
E
T
WETWETWETWE
T
W
E
T
WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET187TH AVE
186TH AVELINCOLN STKENNEDY STSB-1
SB-2
SB-3
SB-4
SB-5
SB-6
SB-7SB-7A
SB-8
SB-9
SB-10
SB-11
SB-12
SB-13
SB-14
SB-15
SB-16
SB-17
SB-18
SB-19
SB-20
SB-21
>>>>>>>>>>>>>>>>>II II IIII
I
I
I
I
II
>>>>>
>
>>
>>>>I>>>>II>SYMBOL QTY BOTANICAL / COMMON NAME SIZE ROOT
TREES
14 ACER RUBRUM `FRANKSRED`
RED SUNSET MAPLE 2" CAL B & B
47 BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
12 CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
26 CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
54 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
21 GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
14 MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
22 POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
38 QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
33 QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
21 TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
4 ULMUS X `PATRIOT`
PATRIOT ELM 2" CAL B & B
EVERGREEN TREES
2 PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
5 PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PLANT SCHEDULE
SYMBOL QTY DESCRIPTION
SEED MIX
44,277 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
56,331 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
1,284,055 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
169,974 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
93,657 SF SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
331,369 SF SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
xxxx-xx-xx xxxxx
26553 - 10 LANDSCAPE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 10 LANDSCAPE (P2).DWG SAVED BY: ALINA.ELTAMIMI 115OF
110
-
2024-08-26
22-26553
110 OVERALL PLANTING PLAN
300 26553 110
ELK RIVER MINNESOTA
OVERALL
PLANTING PLAN
0
SCALE IN FEET
150 300
TTK
TTK
JDF
CITY LANDSCAPE REQUIREMENTS
GENERAL LANDSCAPE REQUIREMENTS
ALL SUBDIVISIONS SHALL BE PLANNED, DESIGNED AND MAINTAINED CONSISTENT WITH THE FOLLOWING:
·TREES SHALL HAVE A TRUNK DIAMETER OF NOT LESS THAN TWO (2) INCHES, AND SHALL BE PLANTED IN NOT
LESS THAN ONE CUBIC YARD OF GOOD GROWING SOIL WITH SUITABLE AMOUNT OF FERTILIZER.
·BOULEVARD TREES SHALL BE PLANTED AT INTERVALS OF AT LEAST ONE TREE PER LOT AT A DISTANCE OF AT
LEAST SIX (6) FEET BUT LESS THAN TWELVE (12) FEET FROM BEHIND THE CURB.
·YARD TREES SHALL BE PLANTED IN INTERVALS OF ONE TREE PER LOT AND LOCATED BETWEEN THE EDGE OF
THE RIGHT-OF-WAY AND FRONT OF THE HOUSE.
·CORNER LOTS SHALL REQUIRE TWO BOULEVARD TREES, ONE PER STREET FRONTAGE.
LANDSCAPE REQUIREMENTS
PLANT TYPE REQUIRED ADDITIONAL TOTAL
DECIDUOUS TREES 306 0 306
EVERGREEN TEES 7 0 7
Page 262 of 294
100YR100YR100YR100YR100
Y
R
100YR100YRBASIN B
100 YR HWL = 915.19 LINCOLN STKENNEDY ST8
9
OUTLOT H
6
OUTLOT A
OUTLOT C
1 2
1
43
5
2
8
2
1
4
3
5
6
3
4
1
9
87
2
1
5 6
2 3 4
5
6
7
7 100YR185TH AVE>>>>>>>>>>>>EMD&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4
FP100FP100 FP100 FP100W WWW WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWW
W
WWWWWWW
WWWWWWWWWWWWWWWWWWWWWETWETWETWETWETTROTT BROOKWETWETWET
WET
WET
WET
WETW
E
T
W
E
T
WETWETWETWET
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WET
WET
WET WETWETSB-10
SB-11
>>>>>>>>>>>>>>>>III
I
I
I
I
I III
I
I>>>>>>>>>>>>
>>
>>
>>
>>>>I>>>SYMBOL BOTANICAL / COMMON NAME SIZE ROOT
TREES
ACER RUBRUM `FRANKSRED`
RED SUNSET MAPLE 2" CAL B & B
BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
ULMUS X `PATRIOT`
PATRIOT ELM 2" CAL B & B
EVERGREEN TREES
PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
SYMBOL DESCRIPTION
SEED MIX
BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
PLANT SCHEDULE
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
xxxx-xx-xx xxxxx
26553 - 10 LANDSCAPE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 10 LANDSCAPE (P2).DWG SAVED BY: ALINA.ELTAMIMI 115OF
111
-
2024-08-26
22-26553
111 PLANTING PLAN
300 26553 111
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
Page 263 of 294
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
BASIN J
100 YR HWL = 909.08185TH
A
V
E
185TH
A
V
E
10
9
OUTLOT J
OUTLOT C
OUTLOT E
65 7
4
1
9
6
4
12
7
8
11
2
3
10
5
13
5
1 2
6
3
9
8
10
7
4
5
7
5
8
10
6
11
9
2 3 4
1
3
2
10
100YR100YR100YR100Y
R
100Y
R 100Y
R 100YR 100YR
100
Y
R 100YR100YR100YR100YR100YRSOUTH PIT
NWL = 900.67
100 YR HWL = 902.08
100Y
R
100Y
R
100Y
R
100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R
10
0
Y
R 100YR100YR100YR100YR100YR1
0
0
Y
R
100YRFP100FP10
0 FP100F
P
1
0
0 FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0WWWWWWWWWWWWWWWWWWW
W
W
W
W
W WW
W
W
W
W
W
W
W
W
W WWW
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWW WWWW
WET
WETWET
WET
WET
WET
WET
WET
WETWETWETWETWET WET
WET WETWETWETWETWETWE
T
WET
WET
W
E
T
WETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET
WET WETWETWETSB-8
SB-9
SB-12
SB-13>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
I
I IIIII
I IIIIIIIIIII
I
I
I
I
I
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>
>>
>>
>>IISYMBOL BOTANICAL / COMMON NAME SIZE ROOT
TREES
ACER RUBRUM `FRANKSRED`
RED SUNSET MAPLE 2" CAL B & B
BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
PLANT SCHEDULE
QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
ULMUS X `PATRIOT`
PATRIOT ELM 2" CAL B & B
EVERGREEN TREES
PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
SYMBOL DESCRIPTION
SEED MIX
BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
xxxx-xx-xx xxxxx
26553 - 10 LANDSCAPE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 10 LANDSCAPE (P2).DWG SAVED BY: ALINA.ELTAMIMI 115OF
112
-
2024-08-26
22-26553
112 PLANTING PLAN
300 26553 112
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
Page 264 of 294
BASIN K
100 YR HWL = 911.94
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.98
IVA
N
H
O
E
S
T
185TH
A
V
E
186TH AVE
2
10
11
OUTLOT C
OUTLOT E
OUTLOT D
1
OUTLOT F
1
6
2 3 4
5
1
6
3 12
8
5
11
2
10
74 9
4
1
9
6
4
7
8
11
2
3
10
5
1
3
2
1
7
8
9
5
10
2
3
4
6
100Y
R
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR10
0
Y
R
10
0
Y
R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100YR
100YR1
0
0YR
1
0
0
Y
R
10
0
Y
R
100Y
R
100YR
100
Y
R
1
0
0
Y
R
1
0
0YR
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WIVANHOE ST188TH
AVE
NWWETWETWETWETWETWETWETWE
T
WET
WET
W
E
T
WETWETWETWETWETKENNEDY STSB-2
SB-3
SB-8
SB-9
>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>>>IIIIIIIIIII
I
I
I
I
I
I
I
I
I
I
>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
SYMBOL BOTANICAL / COMMON NAME SIZE ROOT
TREES
ACER RUBRUM `FRANKSRED`
RED SUNSET MAPLE 2" CAL B & B
BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
ULMUS X `PATRIOT`
PATRIOT ELM 2" CAL B & B
EVERGREEN TREES
PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PLANT SCHEDULESYMBOLDESCRIPTION
SEED MIX
BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
xxxx-xx-xx xxxxx
26553 - 10 LANDSCAPE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 10 LANDSCAPE (P2).DWG SAVED BY: ALINA.ELTAMIMI 115OF
113
-
2024-08-26
22-26553
113 PLANTING PLAN
300 26553 113
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
Page 265 of 294
BASIN O
100 YR HWL = 914.88
BASIN K
= 911.94
185TH
A
V
E GRANT ST3
OUTLOT G
1312
15
1110
14
9
1 32
9
12
15
11
14
10
13
1716
CENTER PIT
NWL = 902.27
100 YR HWL = 902.33
NORTH PIT
NWL = 903.73
100 YR HWL = 904.19
100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100Y
R
100YR
100YR100YR100YR100YR100YR100YR10
0
Y
R
100YRBASIN Q
100 YR HWL = 917.53
BASIN R
100 YR HWL = 917.66
1
0
0
Y
R
100YR100YR100YR100YR100YR100Y
R
100YR
100YRWWWWWWWWWW
W WWWWWWWWWWWWWWW
WWWWWWWWWW
W
WW
W
W
W
W
W
W WW
W
W
W
WWWWWWWWWWWWWCOUNTY HIGHWAY NO. 40SB-5
SB-6
SB-7SB-7A
SB-8
SB-21
>>>
>>>>>>>>>>I
I
I
I I I I
I
I
I
I
I
I
I
I
I
I
I
I
I
IIIIII>>>>>>
>>
>>
>>
>>>>>>>>>>I>>>>>>>>>>>II>II>II>II>SYMBOL BOTANICAL / COMMON NAME SIZE ROOT
TREES
ACER RUBRUM `FRANKSRED`
RED SUNSET MAPLE 2" CAL B & B
BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
ULMUS X `PATRIOT`
PATRIOT ELM 2" CAL B & B
PLANT SCHEDULE
EVERGREEN TREES
PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
SYMBOL DESCRIPTION
SEED MIX
BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
xxxx-xx-xx xxxxx
26553 - 10 LANDSCAPE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 10 LANDSCAPE (P2).DWG SAVED BY: ALINA.ELTAMIMI 115OF
114
-
2024-08-26
22-26553
114 PLANTING PLAN
300 26553 114
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
JDF
Page 266 of 294
BRADFORD PARK
DEVELOPMENT
(PHASE 2)
LENNAR HOMES
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
xxxx-xx-xx xxxxx
26553 - 10 LANDSCAPE (P2)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 10 LANDSCAPE (P2).DWG SAVED BY: ALINA.ELTAMIMI 115OF
115
-
2024-08-26
22-26553
115 PLANTING NOTES AND DETAILS
300 26553 115
ELK RIVER MINNESOTA
PLANTING NOTES
AND DETAILS
TTK
TTK
JDF
DECIDUOUS TREE PLANTING
NTS LD705
PRUNE ALL BROKEN, DAMAGED, OR RUBBING
LIMBS AND BRANCHES IMMEDIATELY AFTER
PLANTING - ALL PRUNING CUTS CLEAN AT 90°
FINISH
GRADE
STAKING DIAGRAM
DO NOT CUT PRIMARY LEADER. ALL TREES
SHALL HAVE A STRONG (CENTRAL)
DOMINATE LEADER
TREES 8'+TREES 6'-8'
TIE NYLON STRAP AROUND TRUNK AS SHOWN
SET ROOT FLARE 3" ABOVE FINISH GRADE
BACKFILL PLANTING PIT WITH NATIVE
SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX
AMENDED TOPSOIL FROM A LOCAL SOURCE
WITH NATIVE SOIL
EXCAVATE PLANTING PIT TO A DEPTH EQUAL
TO THE DEPTH OF THE ROOTBALL MINUS 3"
AND TWICE THE DIAMETER OF THE ROOTBALL.
PLACE ROOTBALL ON UNDISTURBED SOIL AND
ENSURE TRUNK OF TREE IS PLUMB
3" LAYER OF SHREDDED HARDWOOD MULCH
MOUNDED AT EDGE TO FORM A SHALLOW
SAUCER - DO NOT PLACE MULCH DIRECTLY
ON TREE TRUNK, LEAVE A MIN. 3" RING
AROUND CROWN
HARDWOOD STAKES 2"X2"X8' LONG - INSTALL
OUTSIDE OF ROOTBALL AT 5' MAX HT
1/2" WIDE NYLON STRAPPING - GREEN OR
BROWN COLOR
CUT AND REMOVE TOP HALF OF WIRE
BASKETS, BURLAP AND/OR TWINE AND
REMOVE FROM THE PLANTING PIT. AVOID
CUTTING OR SCARRING ROOTS. ANY ROOTS
THAT ARE SCARRED OR BROKEN DURING
PLANTING SHALL BE PRUNED 90°
ROOTBALL DIA
2X ROOTBALL DIA
EVERGREEN TREE PLANTING
NTS
DO NOT CUT PRIMARY LEADER. ALL TREES
SHALL HAVE A STRONG (CENTRAL) DOMINATE
LEADER
FINISH GRADE
TREES 8'+TREES 6'-8'
HARDWOOD STAKES 2"X2"X8' LENGTH -
INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT
STAKING DIAGRAM,
NO STAKING TREES
UNDER 6'
ROOTBALL DIA
2X ROOTBALL DIA
TIE NYLON STRAP AROUND TRUNK AS SHOWN
CUT AND REMOVE TOP HALF OF WIRE
BASKETS, BURLAP AND/OR TWINE AND
REMOVE FROM THE PLANTING PIT. AVOID
CUTTING OR SCARRING ROOTS. ANY ROOTS
THAT ARE SCARRED OR BROKEN DURING
PLANTING SHALL BE CUT CLEAN AT 90°
BACKFILL PLANTING PIT WITH NATIVE
SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX
AMENDED TOPSOIL FROM A LOCAL SOURCE
WITH NATIVE SOIL
EXCAVATE PLANTING PIT TO A DEPTH EQUAL
TO THE DEPTH OF THE ROOTBALL MINUS 3"
AND TWICE THE DIAMETER OF THE ROOTBALL.
PLACE ROOTBALL ON UNDISTURBED SOIL AND
ENSURE TRUNK OF TREE IS PLUMB
3" LAYER OF SHREDDED HARDWOOD MULCH
MOUNDED AT EDGE TO FORM A SHALLOW
SAUCER - DO NOT PLACE MULCH DIRECTLY
ON TREE TRUNK, LEAVE A MIN. 3" RING
AROUND CROWN
PRUNE ALL BROKEN, DAMAGED, OR RUBBING
LIMBS AND BRANCHES IMMEDIATELY AFTER
PLANTING
SET ROOT FLARE 3" ABOVE FINISH GRADE
1/2" WIDE NYLON STRAPPING - GREEN OR
BROWN COLOR
1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,
FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE,
FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED.
3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH
FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX.
4.REFER TO PLANTING DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND
SURROUNDING TREES.
5.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL
APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S
REPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF
INSTALLATION.
6.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS
INDICATED IN THE PLANT SCHEDULE.
7.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE
PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN
SHALL GOVERN.
8.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF
EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR,
FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S
REPRESENTATIVE.
9.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY
STOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES
LISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1.
10.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE
AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR)
AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTOR
FREE OF CHARGE WITH THE SAME GRADE AND SPECIES.
11.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO
HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED.
12.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION
OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS
ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
13.PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES (5' Ø)
AND WITHIN PLANTING BEDS TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTING
DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE
FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. REFER
TO PLANS FOR ADDITIONAL DETAILS. REFER TO STORMWATER DETAILS FOR BASIN
CONSTRUCTION AND MULCH APPLICATION.
14.MULCHING MATERIAL SHALL BE SHREDDED HARDWOOD MULCH, WITH NO INDIVIDUAL
PIECES LARGER THAN 3", FREE OF GROWTH OR GERMINATION INHIBITING
INGREDIENTS, 3" MINIMUM DEPTH. MINIMUM DEPTHS AT LOCATIONS INDICATED ON
DRAWINGS.
15.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO BE APPROVED BY THE
LANDSCAPE ARCHITECT.
16.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
CONTRACTOR.
17.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES.
PLANTING NOTES
Page 267 of 294
Resolution 24-____
A Resolution of the City of Elk River Granting Final Plat Approval for
Bradford Park Second Addition
Case No. P 24-14
WHEREAS,application has been made for final plat approval, pursuant to Section 30-374
of the Elk River City Code of Ordinances, of the property legally described on attached
Exhibit A and hereinafter referred to as “the Property”; and
WHEREAS,a preliminary plat of the Property was approved by the City Council on July
17, 2023; and
WHEREAS,the proposed final plat is consistent with the preliminary plat as approved by
the City Council; and
WHEREAS,the proposed final plat complies with each of the conditions set forth by the
City Council in its approval of the preliminary plat of the Property.
NOW, THEREFORE, BE IT RESOLVED
1. It is hereby determined by the City Council for the City of Elk River as follows:
A. The proposed subdivision is consistent with the Chapter of 30 of the City
Code of Ordinances and conforms with all of its requirements.
B. The proposed subdivision is consistent with all applicable general and
specialized city, county, and regional plans including, but not limited to, the
City’s Comprehensive Plan.
C. The physical characteristics of the site, including, but not limited to,
topography, soils, vegetation, susceptibility to erosion and siltation,
susceptibility to flooding, and drainage are suitable for the type and density
of development and uses contemplated.
D. The proposed subdivision makes adequate provision for water supply, storm
drainage, sewage transportation, erosion control and all other services,
facilities and improvements otherwise required herein.
E. The proposed subdivision will not cause substantial environmental
damage.
Page 268 of 294
F. The proposed subdivision will not conflict with easements of record or with
easements established by judgment of a court.
G. The proposed subdivision will not have an undue or adverse impact on the
reasonable development of neighboring land.
2. Final plat approval is hereby granted for the Property, subject to the conditions set
forth in attached Exhibit B.
3. The officers of the City are hereby authorized, once the conditions set forth in
Exhibit B are met and complied with, to sign the final plat for the Property and to
issue a certified copy of this Resolution giving final approval of the plat.
4. The owner of the Property is authorized to record the final plat as required by law
and shall file proof of said recording with the City. No building permits will be
issued for the Property until the final plat is recorded.
5. This final plat approval shall expire two years from the date of this resolution if the
final plat is not recorded within that time.
Passed and adopted this 17th day of October 2024.
John J. Dietz, Mayor
ATTEST:
Tina Allard, City Clerk
Page 269 of 294
EXHIBIT A
LEGAL DESCRIPTION
Outlot C, Bradford Park, according to the recorded plat thereof, City of Elk River,
Sherburne County, Minnesota.
AND
All that part of the South Half of the Northwest Quarter and that part of the North Half of
the Southwest Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne
County, Minnesota, described as follows:
Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22
minutes 24 seconds East (assumed bearing) on the west line of said Southwest Quarter,
79.88 feet to the point of beginning; thence South 00 degrees 22 minutes 24 seconds East on
said west line, 1255.61 feet to the southwest corner of the North Half of the Southwest
Quarter of said Section 36; thence South 89 degrees 28 minutes 17 seconds East on the
south line of said North Half of the Southwest Quarter, 1468.83 feet; thence North 00
degrees 22 minutes 24 seconds West, 1101.21 feet; thence North 66 degrees 08 minutes 44
seconds East, 27.04 feet; thence North 27 degrees 12 minutes 25 seconds West, 130.00 feet;
thence North 35 degrees 18 minutes 59 seconds West, 60.68 feet; thence North 26 degrees
09 minutes 48 seconds West, 130.00 feet; thence North 58 degrees 59 minutes 55 seconds
East, 57.35 feet; thence North 49 degrees 43 minutes 44 seconds East, 60.05 feet; thence
North 48 degrees 47 minutes 19 seconds East, 68.31 feet; thence North 50 degrees 36
minutes 03 seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54 second West,
438.97 feet to a point on the southerly line of Bradford Park, according to the recorded plat
thereof; thence South 89 degrees 37 minutes 36 seconds West on said southerly line, 443.76
feet; thence South 00 degrees 22 minutes 24 seconds East on the easterly line of said
Bradford Park, 518.90 feet; thence South 89 degrees 37 minutes 36 seconds West on the
southerly line of said Bradford Park, 737.27 feet to the point of beginning.
AND
All that part of the South Half of the Northwest Quarter; that part of the Southwest Quarter
of the Northeast Quarter; that part of the North Half of the Southwest Quarter; that part of
the Southwest Quarter of the Southeast Quarter; and that part of the Northwest Quarter of
the Southeast Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne
County, Minnesota, described as follows:
Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22
minutes 24 seconds East (assumed bearing) on the west line of said Southwest Quarter,
1335.49 feet to the southwest corner of the North Half of the Southwest Quarter of said
Section 36; thence South 89 degrees 28 minutes 17 seconds East on the south line of said
North Half of the Southwest Quarter, 1468.83 feet to the point of beginning; thence North
00 degrees 22 minutes 24 seconds West, 1101.21 feet; thence North 66 degrees 08 minutes
44 seconds East, 27.04 feet; thence North 27 degrees 12 minutes 25 seconds West, 130.00
feet; thence North 35 degrees 18 minutes 59 seconds West, 60.68 feet; thence North 26
Page 270 of 294
degrees 09 minutes 48 seconds West, 130.00 feet; thence North 58 degrees 59 minutes 55
seconds East, 57.35 feet; thence North 49 degrees 43 minutes 44 seconds East, 60.05 feet;
thence North 48 degrees 47 minutes 19 seconds East, 68.31 feet; thence North 50 degrees
36 minutes 03 seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54 second
West, 438.97 feet to a point on the easterly line of Bradford Park, according to the recorded
plat thereof; thence North 33 degrees 40 minutes 54 seconds East on said easterly line,
641.03 feet; thence North 09 degrees 50 minutes 04 seconds West on said easterly line,
334.87 feet to a point on the north line of the South Half of the Northwest Quarter of said
Section 36; thence South 89 degrees 15 minutes 25 seconds East on said north line and on
the north line of the Southwest Quarter of the Northeast Quarter of said Section 36, a
distance of 2419.19 feet to a point on the west line of Sherburne County Right of Way Plat
No. 30, according to the recorded plat thereof; thence South 00 degrees 03 minutes 59
seconds East on said west line, 1326.83 feet; thence South 00 degrees 10 minutes 01 seconds
East on said west line, 275.32 feet to a point on the north line of the South 660 feet of the
North 936 feet of the Northwest Quarter of the Southeast Quarter of said Section 36;
thence North 89 degrees 18 minutes 10 seconds West on said north line, 610.07 feet to a
point on the west line of the East 660 feet of said Northwest Quarter of the Southeast
Quarter; thence South 00 degrees 10 minutes 01 seconds East on said west line, 660.08 feet
to a point on the south line of the North 936 feet of said Northwest Quarter of the
Southeast Quarter; thence South 89 degrees 18 minutes 10 seconds East on said south line,
610.07 feet to a point on the west line of said Sherburne County Right of Way Plat No. 30;
thence South 00 degrees 10 minutes 01 seconds East on said west line, 1347.63 feet; thence
South 50 degrees 16 minutes 39 seconds West on said west line, 127.31 feet to a point on the
north line of Sherburne County Right of Way Plat No. 7, according to the recorded plat
thereof; thence westerly 341.18 feet on said north line and on a 1161.35 foot radius curve,
concave to the south, having a central angle of 16 degrees 49 minutes 56 seconds and a
339.96 foot chord that bears South 89 degrees 51 minutes 37 seconds West to a point on the
east line of the West 825 feet of said Southwest Quarter of the Southeast Quarter; thence
North 00 degrees 21 minutes 48 seconds West on said east line, 320.65 feet to a point on the
north line of the South 600 feet of said Southwest Quarter of the Southeast Quarter; thence
North 89 degrees 37 minutes 53 seconds West on said north line, 825.07 feet to a point on
the west line of said Southwest Quarter of the Southeast Quarter; thence North 00 degrees
21 minutes 48 seconds West on said west line, 727.71 feet to the southeast corner of the
North Half of the Southwest Quarter of said Section 36; thence North 89 degrees 28
minutes 17 seconds West on the south line of said North Half of the Southwest Quarter,
1156.62 feet to the point of beginning.
Page 271 of 294
EXHIBIT B
CONDITIONS OF APPROVAL
1.Council approval of a Development Agreement outlining the responsibilities of the
developer.
2.The applicant must receive final approval of all state and federal wetland permits and
application prior to recording.
3.Water Availability Charge shall be paid in the amount required by the city when the final
plat is released for recording (currently $390/plumbing unit).
4.A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the
public improvements.
5.Upon completion of all improvements and acceptance by the city, a security or warranty
in a form acceptable to the Public Works Director must be secured.
6.The Development Plan shall be approved by the public works director prior to issuance
of building permits.
7.Staff approval of all site, civil, and landscaping plans.
8.All mailboxes shall be clustered.
9.Address all comments in the comment letter dated October 8, 2024.
10.Park Dedication requirements will be consistent with the preliminary plat approval.
11.Any item or condition found that indicates the site is likely to yield information important
to pre-history or history shall be reported to the city immediately. Further, the city
reserves the right to stop work authorized in its approval until the site is appropriately
investigated and work is authorized.
Page 272 of 294
ROAD C
ROAD C
ROAD G
ROA
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GROAD AROAD AROAD BROAD B188TH
AVE
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ROAD E
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ROAD L
ROAD M ROAD NROAD OROAD PROAD Q
ROAD R
ROAD S
ROAD T
ROAD U
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ROAD F
MODIFICATION IS SHOWN
AS CONCEPTUAL ONLY.
REQUIRES ADDITIONAL
GRADING AND REMOVALS.
TRIAL IS SHOWN AS CONCEPTUAL
AS COST SHARING IS BEING
DISCUSSED BETWEEN AGENCIES.
ISGInc.com
CAD FILE NAME
Architecture + Engineering + Environmental + Planning
26553 PARK EXHIBIT
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL_NON PRODUCTION DRAWINGS\26553 PARK EXHIBIT.DWG SAVED BY: TODD.KIRK
N0
SCALE IN FEET
250 500
UPLAND PARK AREA (1,192,319 SF / 27.37 AC)
TRAILS AND WALKWAYS (4,977 LF)
WATER FEATURE (627,300 SF / 14.40 AC)
REGIONAL TRAIL ELIGIBLE FOR TRAIL CREDIT
AT CONSTRUCTION COST (4,860 LF)
TRAILS TO BE CONSTRUCTED BY OTHERS
TO BE EVALUATED
WITH FUTURE
PRELIMINARY PLAT
Page 273 of 294