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© 2018 Westwood Professional Services, Inc.
<br />80' (ROW)
<br />54' (ROW)
<br />65' HOUSE PAD
<br />R.O.W
<br />Z ROADWAY
<br />33' B-BF-F))
<br />30, ((B-B�
<br />7' M I N.
<br />3'
<br />40'
<br />25'
<br />3'
<br />22'
<br />15'
<br />1 '
<br />14'
<br />6" MIN.
<br />1' 5' 17.5'
<br />16.5'
<br />1 16.5'
<br />12.5' 10' 1'
<br />1 5' 6'
<br />15' 1
<br />15'
<br />(VARIES)
<br />Q1
<br />FINISHED GRADE AFTER HOUSE
<br />TOPSOIL
<br />(TYP.)
<br />2%
<br />3%
<br />2.0%
<br />3%
<br />2%
<br />2%
<br />3%
<br />2.0%
<br />m
<br />BITUMINOUS TRAIL SIDEWALK (TYP.),
<br />1
<br />Lw
<br />FINISHED GRADE FOR PAD
<br />SIDEWALK (TYP.),
<br />T=q
<br />VERIFY LOCATION
<br />VERIFY LOCATION 1.5:1 SLOPE
<br />EL. OF GROUND
<br />EL WALKOUT D
<br />10'
<br />2.0' BOC
<br />PROFILE GRADE
<br />6618 CURB &GUTTER SURMOUNTABLE
<br />PROFILE GRADE
<br />BELOW GARAGE SLAB
<br />HOLD DOWN
<br />GRADING GRADE
<br />CURB & GUTTER
<br />RADING GRADE
<br />0.5' TOPSOIL
<br />UNLESS OTHERWISE
<br />GARAGE FLOOR EL.
<br />LIMITS
<br />NOTED. ----
<br />-
<br />r -----------
<br />I ----�\ ------------- ____ _ _
<br />36
<br />/BASEM
<br />L3.00' TO SUBGRADE
<br />`�--------------_
<br />\`�\
<br />ONEKA PARKWAY NORTH
<br />0.5' TOPSOIL
<br />0.67'
<br />FLOOR �'
<br />`
<br />���''
<br />�f� ENGINEERED FILL
<br />N.T.S.
<br />--
<br />M X 15'
<br />ENGINEERED FILL ��
<br />�
<br />,
<br />3• � , � �
<br />60 (ROW)
<br />\
<br />SEE ,
<br />MATCH PROPOSED GROUND
<br />AT WALKOUT ELEVATION
<br />28' (F-F
<br />SUITABLE BEARING
<br />SOIL (TYP.)
<br />30' 6-B)
<br />ENGINEERED FILL
<br />1t 5' 9'
<br />15' 1 15'
<br />15' 1' 8 4,
<br />Walk -Out
<br />(WO)
<br />TO SOIL
<br />2%
<br />TOPSOIL
<br />3% 2%
<br />SUITABLE BEARING SOIL (TYP.)
<br />(TYP.) 3X
<br />2.0%
<br />(TYP.) 3
<br />N.T.S.
<br />SIDEWALK (TYP.)
<br />1.5:1 SLOPE
<br />BITUMINOUS TRAIL
<br />2.0' BOC
<br />PROFILE GRADE
<br />SURMOUNTABLE 1.5:1 SLOPE
<br />65' HOUSE PAD
<br />R.O.W � ROADWAY
<br />7' (MIN.) 3'
<br />40'
<br />25'
<br />3'
<br />22 15' ill14'
<br />(VARIES)
<br />Q1
<br />FINISHED
<br />GRADE AFTER HOUSE
<br />I
<br />EL. OF GROUND
<br />AT LOOKOUT 5.0'
<br />I
<br />m
<br />~
<br />bi
<br />FINISHED
<br />GRADE FOR PAD
<br />BELOW GARAGE SLABFUNLESS
<br />I
<br />OTHERWISE
<br />10'
<br />NOTED.
<br />GARAGE FLOOR EL.
<br />HOLD DOWN
<br />LIMITS
<br />-
<br />------
<br />2 //
<br />---------------- _
<br />---- __
<br />�� -'---_____________
<br />0.67'
<br />3.00' TO SUBGRADE
<br />1
<br />_
<br />MPX _---------
<br />-------- ---�
<br />0.5' TOPSOIL
<br />��-
<br />,,��
<br />PL-'�
<br />BASEMENT FLOOR
<br />ENGINEERED FILL
<br />SEE i'
<br />0.5 TOPSOIL N
<br />ENGINEERED
<br />FILL
<br />f- ENGINEERED FILL
<br />'
<br />SUITABLE BEARING SOIL (TYP.)
<br />SUITABLE BEARING SOIL (TYP.)
<br />Look -Out (LO)
<br />N.T.S.
<br />65' HOUSE PAD
<br />R.O.W � ROADWAY
<br />7' (M IN.) 3' 40' 25' 3' 22 15' 1 ' 14'
<br />(VARIES) Y FINISHED GRADE AFTER HOUSE
<br />UI
<br />Q
<br />I
<br />Ld FINISHED GRADE FOR PAD
<br />I
<br />0.67' 10'
<br />GARAGE FLOOR EL. HOLD DOWN
<br />_--------7----- LIMITS
<br />----------------------- _
<br />1 3.00' TO SUBGRADE \`�--'--------------
<br />15' I 1 � �-
<br />^N ' BASEMENT FLOOR 0.5' TOPSOIL
<br />` ENGINEERED FILL
<br />ENGINEERED FILL �� �
<br />f' ENGINEERED FILL
<br />SUITABLE BEARING SOIL (TYP.) Rambler (R) SUITABLE BEARING SOIL (TYP.)
<br />N.T.S.
<br />7' (MIN.) 3'
<br />40'
<br />25' 3'
<br />R.O.W
<br />22' AL 15'
<br />�_ ROADWAY
<br />GRADING GRADE CURB & GUTTER 2.0' BOC
<br />36"
<br />ETHAN TRAIL NORTH (STA 14+70-21+70� S
<br />PARKING ONE -SIDE
<br />N.T.S.
<br />60' (ROW)
<br />28 �.F-F�
<br />30' B-B
<br />1, 8'
<br />6'
<br />15' 1 15'
<br />9' 5' 1'
<br />6" MIN.
<br />TOPSOIL
<br />6" MIN.
<br />TOPSOIL
<br />1, 5 7'
<br />2%
<br />2%
<br />3%
<br />�2.0%
<br />3%
<br />(TYP.)(TYP.)2%
<br />BITUMINOUS TRAIL
<br />SIDEWALK (TYP.),
<br />1.5:1 SLOPE VERIFY LOCATION
<br />CONCRETE SIDEWALK
<br />SURMOUNTABLE
<br />PROFILE GRADE
<br />2.0' BOC
<br />1.5:1 SLOPE
<br />CURB & GUTTER
<br />GRADING GRADE
<br />2.0' BOC
<br />36"
<br />ETHAN
<br />TRAIL NORTH (STA 21+70-31+20�
<br />S
<br />PARKING ONE -SIDE
<br />N.T.S.
<br />60' (ROW)
<br />33' (F-F)
<br />35' B-B)
<br />2.5'
<br />12.5'
<br />17.5' 1 17.5'
<br />5' 5'
<br />1'
<br />5 6'
<br />6" MIN.
<br />6" MIN.
<br />TOPSOIL
<br />2%
<br />TOPSOIL
<br />2%
<br />(TYP.)
<br />3%
<br />2.0%
<br />3%
<br />(TYP.)
<br />3
<br />CONCRETE SIDEWALK
<br />1.5:1 SLOPE
<br />CONCRETE SIDEWALK
<br />2.0' BOC
<br />PROFILE GRADE
<br />1.5:1 SLOP
<br />RADING GRADE
<br />SURMOUNTABLE
<br />2.0' BOC
<br />CURB & GUTTER
<br />36"
<br />NOTE:
<br />8' BETWEEN
<br />BOC AND SIDEWALK AND 1' FROM SIDEWALK
<br />TO ROW AT CDS
<br />FALCON AVE NORTH
<br />SIDEWALK & PARKING ONE -SIDE
<br />N.T.S.
<br />36"
<br />STREET 2
<br />SIDEWALK & PARKING ONE -SIDE
<br />N.T.S.
<br />ROW CL 54' (ROW)
<br />28' (F-F)
<br />30' B-B)
<br />12'
<br />3%
<br />1.5:1 SLOPE
<br />� 2.0' BOC
<br />'AVEMENT CL
<br />Call 48 Hours before digging:
<br />811 or call811.com
<br />Common Ground Alliance
<br />-6" MIN.
<br />TOPSOIL
<br />(TYP.)
<br />5' 15' .5 15' 4.5'
<br />q, 2.0% 3%
<br />PROFILE GRADE
<br />RADING GRADE SURMOUNTABLE
<br />CURB & GUTTER
<br />36"
<br />TREET 3 (NORTH OF ETHAN TRAIL N.1
<br />TRAIL & PARKING ONE -SIDE
<br />N.T.S.
<br />ROW CL "--PAVEMENT CL
<br />54 (ROW)
<br />28' F-F
<br />30' 6-6
<br />5' 15' .5 15' 4.5' S 1,
<br />3X 2.0% 3% 2%
<br />CONCRETE SIDEWALK
<br />PROFILE GRADE
<br />RADING GRADE SURMOUNTABLE
<br />CURB & GUTTER
<br />36"
<br />TREET 3 (SOUTH OF ETHAN TRAIL
<br />SIDEWALK & PARKING ONE -SIDE
<br />N.T.S.
<br />54' (ROW)
<br />28' (F-F)
<br />30' B-B)
<br />1'
<br />15' 1 15' 6' 5'
<br />7' (MIN.) 3' 1 40' 25' 3' 1 22
<br />2.0% 3% 2%
<br />CONCRETE SIDEWALK
<br />PROFILE GRADE
<br />RADING GRADE SURMOUNTABLE
<br />CURB & GUTTER
<br />36"
<br />STREET 5
<br />SIDEWALK & PARKING ONE -SIDE
<br />N.T.S.
<br />R.O.W �_ ROADWAY
<br />(VARIES) Y
<br />FINISHED GRADE AFTER HOUSE
<br />a
<br />m
<br />I I � FINISHED GRADE FOR PAD
<br />I I
<br />PAD HOLD DOWN = 0.70'
<br />0.67' 1 10
<br />F GARAGE FLOOR EL. HOLD DOWN
<br />\\� --------- -- LIMITS 0.5'
<br />P--------------__
<br />1.20' TO SUBGRADE
<br />^' BASEMENT FLOOR 0.5' TOPSOIL
<br />ENGINEERED FILL ENGINEERED FILL
<br />ENGINEERED FILL �� CONTRACTOR: ARNT CONSTRUCTION COMPANY
<br />f� �
<br />% % ' �� ''` RECORD DRA WING
<br />SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOIL (TYP.) CONFORMING TO CONSTRUCTION RECORDS.
<br />SPLIT ENTRY (SE) 65' Wide Lots BY Jerrod McCarty 02/11 /19
<br />WESTWOOD PROFESSIONAL SERVICES
<br />N.T.S.
<br />R.O.W ROADWAY
<br />(VARIES) Y FINISHED GRADE AFTER HOUSE 7' MIN. 3' 35' 30, 3' 22' VARIES VARIES
<br />U1
<br />Q (VARIES)
<br />m v FINISHED GRADE AFTER HOUSE
<br />w FINISHED GRADE FOR PAD
<br />I I Q
<br />m
<br />10' 1 N FINISHED GRADE FOR PAD
<br />0.67' 1
<br />I
<br />GARAGE FLOOR EL. HOLD DOWN 1 EL. OF GROUND PAD HOLD DOWN = 1.25'
<br />LIMITS AT WALKOUT 3.2'10
<br />--- ---------------- ----- ---�- _ GARAGE FLOOR EL.N
<br />-- _ BELOW GARAGE SLAB [H�O�LDDW
<br />PLPN,1.00' TO SUBGRADE �`--'-------____ 0.5' TOPSOIL UNLESS OTHERWISE LIMITS 0.5'
<br />-------------
<br />SVE -- �i I 15, �\ --�_ NOTED. �� -F--t-t ---------- ----�\---------------__ ------
<br />,' ���� 1.75' TO SUBGRADE `�\---------------
<br />�� ' 0.5' TOPSOIL
<br />i ENGINEERED FILL 0.5' TOPSOIL
<br />� ENGINEERED FILL �� 0.67' 1� `� �
<br />f- BASEMENT FLOOR,-,*, ENGINEERED FILL
<br />ENGINEERED FILL �lo�
<br />ENGINEERED FILL
<br />15'
<br />SUITABLE BEARING SOIL (TYP.) Slab -On -Grade (SOG) SUITABLE BEARING SOIL (TYP.) SEE MATCH PROPOSED GROUND AT WALKOUT ELEVATION
<br />SUITABLE BEARING SOIL (TYP.)
<br />N.T.S. ,!
<br />I Westwood
<br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
<br />Fax (952) 937-5822 Minnetonka, MN 55343
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />ENGINEERED FILL
<br />` - �` SPLIT ENTRY WALKOUT (SEWO) 65' Wide Lots
<br />SUITABLE BEARING SOIL (TYP.)
<br />N.T.S.
<br />I hereby certify that this plan was prepared by me or under my Prepared Oneka Place
<br />direct supervision and that I am a duly licensed PROFESSIONAL Revleloll& Designed, CTY PI' aced for:
<br />ENGINHffit under the laws of the State of Minnesota 06/18/18 Added Erosion Control 02/11/19 Phase 1 Record Plans CPDCmPratt-0akwood LLC PartnershiO6/22/18 Added Phase 2 Grading Checked: JHB
<br />07/05/18 City Comments
<br />07/27/18 City Comments Drawn: CTY
<br />John Bender Cp 09/06/18 Updated per Final Plat 3500 Willow Lk Blvd. Suite 100
<br />Dam 05/08/19 License No, 43358 10/12/18 DR Horton Revision Record Drawing by/Bate: JPM
<br />Vadnais Heights, MN 55110 Hugo, Minnesota
<br />Latest Revision Date:05/08/19
<br />0008260DTF02.dwg
<br />Date: 06/01/18 sheet: 9 of 10
<br />Details
<br />36"
<br />TREET 3 (SOUTH OF ETHAN TRAIL
<br />SIDEWALK & PARKING ONE -SIDE
<br />N.T.S.
<br />54' (ROW)
<br />28' (F-F)
<br />30' B-B)
<br />1'
<br />15' 1 15' 6' 5'
<br />7' (MIN.) 3' 1 40' 25' 3' 1 22
<br />2.0% 3% 2%
<br />CONCRETE SIDEWALK
<br />PROFILE GRADE
<br />RADING GRADE SURMOUNTABLE
<br />CURB & GUTTER
<br />36"
<br />STREET 5
<br />SIDEWALK & PARKING ONE -SIDE
<br />N.T.S.
<br />R.O.W �_ ROADWAY
<br />(VARIES) Y
<br />FINISHED GRADE AFTER HOUSE
<br />a
<br />m
<br />I I � FINISHED GRADE FOR PAD
<br />I I
<br />PAD HOLD DOWN = 0.70'
<br />0.67' 1 10
<br />F GARAGE FLOOR EL. HOLD DOWN
<br />\\� --------- -- LIMITS 0.5'
<br />P--------------__
<br />1.20' TO SUBGRADE
<br />^' BASEMENT FLOOR 0.5' TOPSOIL
<br />ENGINEERED FILL ENGINEERED FILL
<br />ENGINEERED FILL �� CONTRACTOR: ARNT CONSTRUCTION COMPANY
<br />f� �
<br />% % ' �� ''` RECORD DRA WING
<br />SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOIL (TYP.) CONFORMING TO CONSTRUCTION RECORDS.
<br />SPLIT ENTRY (SE) 65' Wide Lots BY Jerrod McCarty 02/11 /19
<br />WESTWOOD PROFESSIONAL SERVICES
<br />N.T.S.
<br />R.O.W ROADWAY
<br />(VARIES) Y FINISHED GRADE AFTER HOUSE 7' MIN. 3' 35' 30, 3' 22' VARIES VARIES
<br />U1
<br />Q (VARIES)
<br />m v FINISHED GRADE AFTER HOUSE
<br />w FINISHED GRADE FOR PAD
<br />I I Q
<br />m
<br />10' 1 N FINISHED GRADE FOR PAD
<br />0.67' 1
<br />I
<br />GARAGE FLOOR EL. HOLD DOWN 1 EL. OF GROUND PAD HOLD DOWN = 1.25'
<br />LIMITS AT WALKOUT 3.2'10
<br />--- ---------------- ----- ---�- _ GARAGE FLOOR EL.N
<br />-- _ BELOW GARAGE SLAB [H�O�LDDW
<br />PLPN,1.00' TO SUBGRADE �`--'-------____ 0.5' TOPSOIL UNLESS OTHERWISE LIMITS 0.5'
<br />-------------
<br />SVE -- �i I 15, �\ --�_ NOTED. �� -F--t-t ---------- ----�\---------------__ ------
<br />,' ���� 1.75' TO SUBGRADE `�\---------------
<br />�� ' 0.5' TOPSOIL
<br />i ENGINEERED FILL 0.5' TOPSOIL
<br />� ENGINEERED FILL �� 0.67' 1� `� �
<br />f- BASEMENT FLOOR,-,*, ENGINEERED FILL
<br />ENGINEERED FILL �lo�
<br />ENGINEERED FILL
<br />15'
<br />SUITABLE BEARING SOIL (TYP.) Slab -On -Grade (SOG) SUITABLE BEARING SOIL (TYP.) SEE MATCH PROPOSED GROUND AT WALKOUT ELEVATION
<br />SUITABLE BEARING SOIL (TYP.)
<br />N.T.S. ,!
<br />I Westwood
<br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
<br />Fax (952) 937-5822 Minnetonka, MN 55343
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />ENGINEERED FILL
<br />` - �` SPLIT ENTRY WALKOUT (SEWO) 65' Wide Lots
<br />SUITABLE BEARING SOIL (TYP.)
<br />N.T.S.
<br />I hereby certify that this plan was prepared by me or under my Prepared Oneka Place
<br />direct supervision and that I am a duly licensed PROFESSIONAL Revleloll& Designed, CTY PI' aced for:
<br />ENGINHffit under the laws of the State of Minnesota 06/18/18 Added Erosion Control 02/11/19 Phase 1 Record Plans CPDCmPratt-0akwood LLC PartnershiO6/22/18 Added Phase 2 Grading Checked: JHB
<br />07/05/18 City Comments
<br />07/27/18 City Comments Drawn: CTY
<br />John Bender Cp 09/06/18 Updated per Final Plat 3500 Willow Lk Blvd. Suite 100
<br />Dam 05/08/19 License No, 43358 10/12/18 DR Horton Revision Record Drawing by/Bate: JPM
<br />Vadnais Heights, MN 55110 Hugo, Minnesota
<br />Latest Revision Date:05/08/19
<br />0008260DTF02.dwg
<br />Date: 06/01/18 sheet: 9 of 10
<br />Details
<br />(VARIES) Y FINISHED GRADE AFTER HOUSE 7' MIN. 3' 35' 30, 3' 22' VARIES VARIES
<br />U1
<br />Q (VARIES)
<br />m v FINISHED GRADE AFTER HOUSE
<br />w FINISHED GRADE FOR PAD
<br />I I Q
<br />m
<br />10' 1 N FINISHED GRADE FOR PAD
<br />0.67' 1
<br />I
<br />GARAGE FLOOR EL. HOLD DOWN 1 EL. OF GROUND PAD HOLD DOWN = 1.25'
<br />LIMITS AT WALKOUT 3.2'10
<br />--- ---------------- ----- ---�- _ GARAGE FLOOR EL.N
<br />-- _ BELOW GARAGE SLAB [H�O�LDDW
<br />PLPN,1.00' TO SUBGRADE �`--'-------____ 0.5' TOPSOIL UNLESS OTHERWISE LIMITS 0.5'
<br />-------------
<br />SVE -- �i I 15, �\ --�_ NOTED. �� -F--t-t ---------- ----�\---------------__ ------
<br />,' ���� 1.75' TO SUBGRADE `�\---------------
<br />�� ' 0.5' TOPSOIL
<br />i ENGINEERED FILL 0.5' TOPSOIL
<br />� ENGINEERED FILL �� 0.67' 1� `� �
<br />f- BASEMENT FLOOR,-,*, ENGINEERED FILL
<br />ENGINEERED FILL �lo�
<br />ENGINEERED FILL
<br />15'
<br />SUITABLE BEARING SOIL (TYP.) Slab -On -Grade (SOG) SUITABLE BEARING SOIL (TYP.) SEE MATCH PROPOSED GROUND AT WALKOUT ELEVATION
<br />SUITABLE BEARING SOIL (TYP.)
<br />N.T.S. ,!
<br />I Westwood
<br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
<br />Fax (952) 937-5822 Minnetonka, MN 55343
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />ENGINEERED FILL
<br />` - �` SPLIT ENTRY WALKOUT (SEWO) 65' Wide Lots
<br />SUITABLE BEARING SOIL (TYP.)
<br />N.T.S.
<br />I hereby certify that this plan was prepared by me or under my Prepared Oneka Place
<br />direct supervision and that I am a duly licensed PROFESSIONAL Revleloll& Designed, CTY PI' aced for:
<br />ENGINHffit under the laws of the State of Minnesota 06/18/18 Added Erosion Control 02/11/19 Phase 1 Record Plans CPDCmPratt-0akwood LLC PartnershiO6/22/18 Added Phase 2 Grading Checked: JHB
<br />07/05/18 City Comments
<br />07/27/18 City Comments Drawn: CTY
<br />John Bender Cp 09/06/18 Updated per Final Plat 3500 Willow Lk Blvd. Suite 100
<br />Dam 05/08/19 License No, 43358 10/12/18 DR Horton Revision Record Drawing by/Bate: JPM
<br />Vadnais Heights, MN 55110 Hugo, Minnesota
<br />Latest Revision Date:05/08/19
<br />0008260DTF02.dwg
<br />Date: 06/01/18 sheet: 9 of 10
<br />Details
<br />Latest Revision Date:05/08/19
<br />0008260DTF02.dwg
<br />Date: 06/01/18 sheet: 9 of 10
<br />Details
<br />
|