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<br />REV. NO
<br />0 20 40
<br />SCALE FEET
<br />Orientation of the bearing system is based
<br />on Hennepin County Coordinates, NAD
<br />83, (1996 adjustment).
<br />LOT AREA SQUARE FOOTAGE:
<br />49825 SQUARE FEET
<br />APPROXIMATE SQUARE FOOTAGE*:
<br />PROPOSED HOUSE AREA = 5619
<br />PROPOSED DRIVEWAY/SIDEWALK AREA = 4255
<br />EXISTING BOAT HOUSE AREA = 380
<br />PATIO/PATIO STAIR STAIRS = 726
<br />RETAINING WALL WITHIN 75' OF LAKE =212
<br />IMPERVIOUS SURFACE = 11,192 PROPOSED
<br />HARDCOVER PERCENTAGE = 22.46%
<br />STORMWATER QUALITY OVERLAY DISTRICT: TIER 1
<br />Parcel 1:
<br />Lot 27, also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and shore of
<br />lake which lies between the Southerly extension of the Westerly and Easterly lines of said Lot 27, SPRING PARK, Hennepin
<br />County, Minnesota. ( Contains 10,638 sq. ft.)
<br />Parcel 2 -
<br />Westerly 40 feet of Lot 25, also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated
<br />avenue and shore of lake which lies between the Southerly extension of the westerly line of said Lot 25 and of the Easterly line
<br />of the Westerly 40 feet thereof, SPRING PARK, Hennepin County, Minnesota. ( Contains 15,981 sq. ft.)
<br />Parcel 3:
<br />Lot 26 and also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and the
<br />shore of lake which Lies between the Southerly extension of the Westerly and Eeasterly lines of said Lot 26, SPRING PARK,
<br />Hennepin County, Minnesota. ( Contains 16,186 sq. ft.)
<br />Parcel 4:
<br />All that part of Lot 28 and of vacated Lake Shore Avenue and of the tract of land lying between
<br />said vacated avenue and shore of lake described as follows: Beginning at the Northeast corner of Lot 28; thence Southerly
<br />along the East line thereof and its Southerly extension to shore of Lake, thence Westerly along said shore of lake to its
<br />intersection with a straight line drawn from a point on Northerly line of said lot 28 distant 45.5 ft Westerly from the Northeast
<br />corner thereof to shore of Lake passing through a point 9 ft Westerly at right angles to the Southerly extension of the Easterly
<br />line of said Lot 28 from a point 262.5 feet southerly of Northeast corner thereof; thence Northerly along said straight line to
<br />Northerly line of Lot 28; thence Easterly to beginning, SPRING PARK, Hennepin County, Minnesota. ( Contains 7,006 sq. ft.)
<br />PROPOSED ELEVATIONS:
<br />TOP OF FOUNDATION = 954.94
<br />MAIN FLOOR = 957.00 SURVEYOR:
<br />GARAGE FLOOR = 954.70 Stonebrooke Engineering, Inc.
<br />TOP OF LOOKOUT FOUNDATION = 949.33 12279 Nicollet Ave. S.
<br />TOP OF LOOKOUT FOUNDATION = 950.33 Burnsville, MN 55337
<br />BASEMENT FLOOR (LO) = 946.30 Phone: 952-402-9202
<br />NOTE: Fax: 952-403-6803
<br />SEE BUILDING PLANS FOR www.stonebrookeengineering.com
<br />ARCHITECTURAL DIMENSIONS.
<br />CONTRACTOR SHALL VERIFY
<br />DIMENSION & EXTENT OF
<br />BUILDING PAD SOILS CORRECTION.
<br />�'Ot-BAIT
<br />rljl�' rlzz
<br />SET BACK REQUIREMENTS: BENCH MARK:
<br />TOP NUT HYDRANT JUST NORTH OF SUBJECT PROPERTY
<br />30' FRONT HOUSE TO R.O.W. ELEVATION = 960.50 (NGVD 29)
<br />30' FRONT GARAGE TO R.O.W.
<br />10' SIDE HOUSE TO PROPERTY LINE
<br />10' SIDE GARAGE TO PROPERTY LINE
<br />REAR SETBACK IS THE AVERAGE SETBACK OF THE
<br />NEIGHBORING HOUSES TO THE ORDINARY HIGH WATER LINE
<br />DATE BY DESCRIPTION I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER
<br />MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS
<br />OF THE STATE OF MINNESOTA. 1 _
<br />NAME MCJI U1 J. rIayc�l ` LIC. NO. - - U/ DATE ii-GV-cU 1J
<br />I-11VIN
<br />DRAWN
<br />DRW
<br />CHECKED
<br />AJ M
<br />AS-tlU1L 1
<br />FOUNDATION
<br />ELEV=960.49
<br />HMARK
<br />TNH=960.50
<br />�9
<br />0.
<br />� G\2 x -
<br />X .
<br />Found J diciol RLS 1333 Found n
<br />srk ficial
<br />, Lanclrr
<br />SssLand -Tract - i
<br />RIM o GRAVEL w x (I�.S p0) `r' �h Xce
<br />956.91 gqy� SURFACE S 81'oi'�4�� X
<br />X --�_ o
<br />�, ROCK 9g`'�'
<br />AGO 6 ss g r ENTRANCE X '_ Fenc !
<br />0(3 E OF es NE Comer of Lot 2 j x _�� 6 '\N .00d 1 X
<br />%%
<br />EOG
<br />0 3 0 �
<br />5F.
<br />5 65 45.5
<br />!,9 PROPOSED° ____la' SETS LINE X o
<br />DRIVEWAY ACK
<br />/ JINi M BU DING
<br />m
<br />do
<br />x 9�h LOQ �g�4 3i AS -BUILT AS -BUILT X
<br />°` FOUNDATION FOUNDATION >K G
<br />yh ELEV=954.29 ELEV=954.93 1 I
<br />°' 0 f 'V
<br />X���� -o � x � xo� o� 246, ) x
<br />1 �� ^? AS -BUILT AS -BUILT as J FOUNDATION
<br />N g �h� 4 p� FOUNDATION FOUNDATION
<br />9oj�` X x g� ELEV=954.27 ELEv=954.94 ELEV=954.96 t ,5
<br />x � � I
<br />_PROPOSED n� ;� �q I
<br />� X�
<br />_ DRIVEWAYLO 4� `N°
<br />o NLO
<br />h. �gOp�O 9k �Q (�Q ^� 0) X to
<br />gra
<br />o X9� �\ h� 5�> AS -BUILT OJ�0 1 (i .�
<br />X°j �g GOA FOUNDATION ti� AS -BUILT 10_
<br />4j� -BUILT ELEV=954.25 ELty�pgTrON �h X
<br />OUNDATION a° 954.94
<br />} " AS -BUILT p0' ,. C?
<br />[FAS
<br />EV=955.95 a,' 0.76.
<br />N FOUNDATION D AS -BUILT 9
<br />ELEV=955.95 �. ` FOUNDATION AS -BUILT AS -BUILT
<br />AS -BUILT
<br />AS-BUILT=9 96 FOUNDATION 3i' FOUNDATION
<br />FOUNDATION ELEV=954.96 12' g�
<br />p �► a ELEV=954.95 i°%to ���� ECFV=954.96 �e • xo,
<br />g�� X� p AS -BUILT AS -BUILT 9.013' pSJapP��9 -� PAR EKED m X�
<br />X°' - FOUNDATION FOUNDATION
<br />94 ��`9 DOG RUN -
<br />\ ELEV=954.93 AS -BUILT l
<br />953.2 -r FOUNDATIO
<br />BW N
<br />10.33 . ELEV=954.94 I�j Cz
<br />M N AS -BUILT PROP(jSf-D �-► Vl�� x o
<br />(� AS -BUILT FOUNDATION tISE o
<br />PROPOSED FOUNDATION 12•x' ELEV=949.97 0
<br />AS -BUILT AS -BUILT / p
<br />RETAINING WALL ELEV-954.94 i- n vog fOUNDATI S3.`j6' FOUNDATION
<br />�� i
<br />4, i`00' j �» ELEV�g54.g ELEV=954.94
<br />x� F
<br />�N AS -BUILT o� AS
<br />BUILT
<br />1 ` \ coo vj
<br />9g�' m cA :00FOUN' F -'v-BUI(T 00` FOUNDATION ELEV=956.37 1 , CP
<br />60.12 a 47,6, �l ELEV=956.32 X
<br />-
<br />g`' 1w o
<br />FOUNDATION g48.81 cp• . F Uti 9 � N
<br />ELEV=949.95 �� �a �qT �T
<br />REBS 9SS ON 03 .y
<br />EG 848.60) O so ASFOU-BUILT
<br />\ t DATION
<br />AS -BUILT ELEVN95607 `_ X`�
<br />FOUNDATION
<br />_
<br />ice, <g52i PROPOSED - EL PROP6.O8 ED ' rn
<br />RETAININ��dtAkl
<br />gyh - (954.30
<br />(954)
<br />o (953)
<br />h X
<br />o X ox CP X 1p a �9
<br />o
<br />t 9S
<br />ti- S
<br />X ti hti x `�`' S_ -F ' - ---
<br />�p ' s52• 2 Z
<br />G . k
<br />X y S ,S"
<br />r CD
<br />PROPOSED g p0) fi CD
<br />X = o RETAINING WALL cr m
<br />EROSION CONTROL NOTES:
<br />1. SILT FENCE OR OTHER CITY -APPROVED PERIMETER
<br />CONTROL MUST BE INSTALLED AT ALL LOCATIONS WHERE
<br />CURRENT, PROPOSED OR INTERIM GRADES MAY RESULT IN
<br />EROSION AND RUNOFF TO ADJACENT PROPERTIES.
<br />2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE,
<br />3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND
<br />MAINTAINED AT THE FIRST CATCHBASIN DOWNSTREAM FROM
<br />CONSTRUCTION SITE PRIOR TO EARTH -DISTURBANCE.
<br />(PRODUCT MUST BE APPROVED BY THE CITY AND OFF
<br />MNDOT'S APPROVED/QUALIFIED PRODUCT LIST)
<br />4. PROVIDE CLASS V GRAVEL CONSTRUCTION ENTRANCES TO
<br />CONTROL SOIL MIGRATION.
<br />5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE
<br />UNTIL DISTURBED AREAS CAN BE SODDED OR RE -SEEDED
<br />TO STABILIZE GRADE.
<br />EROSION OPERATIONS AND MAINTENANCE:
<br />1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN
<br />PLACE AND MAINTAINED IN GOOD CONDITION TO THE
<br />SATISFACTION OF THE CITY ENGINEER UNTIL THE SITE HAS
<br />BEEN STABILIZED.
<br />2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT
<br />FENCE, INLET PROTECTION, ETC. SHALL BE CLEANED OUT
<br />WHEN 113 OF THE CAPACITY IS DIMINISHED.
<br />3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE
<br />REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
<br />PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS
<br />BEEN PERMANENTLY STABILIZED.
<br />EROSION CONTROL INSPECTION AND DOCUMENTATION
<br />1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
<br />INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN
<br />EVENT OF 0.5 INCHES OR MORE.
<br />2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL
<br />BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF
<br />INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED,
<br />RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES.
<br />`3 X0`��' x � S ,951• _ - r,, � a � --.: � n x ,..._
<br />h 9 _ 0 3 3 946 ro r* n
<br />X9h o� sI.IX m -D 9430
<br />X�h - x �'� (943.00 By 9 4gp - -
<br />n� r ) -
<br />ro
<br />4 .50) Xc,��''
<br />+-..
<br />Ln
<br />o
<br />947, W X Ak w, _ . �'�+� 8 14 2 'o BTW 942.5) % is _. - . - x p 7
<br />oXo��. @�h EXISTING ` o 9 ins
<br />�k. N �, - RETAINING. -WALL � jsS�o
<br />X V s 5•? ,
<br />-ro
<br />EXISTING y ,PROPOSED TO �o�3N°� c X x
<br />- :, RETAINING WALL BE REMOVED) 5;3 ic�a
<br />CDESO? 5.1
<br />RgW
<br />w ,a SSW/ 93
<br />p
<br />ro ro LP 54 14•
<br />EXISTING - g35 Si �• -
<br />. �!I\
<br />. r _
<br />RETAINING WALL m n.
<br />TO STAY x w
<br />�� _ L
<br />1 "
<br />X 7�� /��
<br />_ m fi g ry
<br />y ,
<br />- J /
<br />UNE)
<br />929A Contour (0.
<br />3 and `o°fi i
<br />p4 �a
<br />f. Water �nnetOn g.9' (NGVD 22 i
<br />Fdge o 1v1 2013 _ 92 4, (NGVD
<br />a�ryo ! Lake ON �ULY24 ELEVwOVA
<br />OVA WATER (0H
<br />"y, WATER III ::aN
<br />ORDINPR�
<br />tonebroo`Z'
<br />isible
<br />Ena
<br />e
<br />g
<br />ILA
<br />FOUNDATION AS -BUILT SHEET
<br />1
<br />PART OF LOTS 25, 26, 27, & 28 OF
<br />SPRING PARK 1
<br />c IP
<br />�(N��-0C�2
<br />fzEcEIVED
<br />Nov 21 2093
<br />CITY OF ORONO
<br />LEGEND
<br />•
<br />MONUMENT FOUND
<br />0
<br />IRON PIPE MONUMENT SET
<br />s
<br />WOOD HUB SET
<br />-►
<br />DRAINAGE ARROW
<br />EXISTNG SPOT ELEVATION
<br />x14�^
<br />(1027.76)
<br />PROPOSED ELEVATION
<br />,D27.76
<br />AS -BUILT ELEVATION
<br />PROPOSED CONTOURS
<br />EXISTING CONTOURS
<br />FIRE HYDRANT
<br />®
<br />CATCH BASIN
<br />sT Qs
<br />SEWER MANHOLES
<br />MMB
<br />MAILBOX
<br />g
<br />CURB STOP
<br />UTILITY PEDESTAL
<br />LIGHT POLE
<br />SIGN
<br />>�
<br />DECIDUOUS TRE
<br />CONIFEROUS TREE
<br />TREE REMOVAL
<br />s F
<br />PROPOSED SILT FENCE
<br />LEGAL DESCRIPTION
<br />REV. NO
<br />0 20 40
<br />SCALE FEET
<br />Orientation of the bearing system is based
<br />on Hennepin County Coordinates, NAD
<br />83, (1996 adjustment).
<br />LOT AREA SQUARE FOOTAGE:
<br />49825 SQUARE FEET
<br />APPROXIMATE SQUARE FOOTAGE*:
<br />PROPOSED HOUSE AREA = 5619
<br />PROPOSED DRIVEWAY/SIDEWALK AREA = 4255
<br />EXISTING BOAT HOUSE AREA = 380
<br />PATIO/PATIO STAIR STAIRS = 726
<br />RETAINING WALL WITHIN 75' OF LAKE =212
<br />IMPERVIOUS SURFACE = 11,192 PROPOSED
<br />HARDCOVER PERCENTAGE = 22.46%
<br />STORMWATER QUALITY OVERLAY DISTRICT: TIER 1
<br />Parcel 1:
<br />Lot 27, also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and shore of
<br />lake which lies between the Southerly extension of the Westerly and Easterly lines of said Lot 27, SPRING PARK, Hennepin
<br />County, Minnesota. ( Contains 10,638 sq. ft.)
<br />Parcel 2 -
<br />Westerly 40 feet of Lot 25, also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated
<br />avenue and shore of lake which lies between the Southerly extension of the westerly line of said Lot 25 and of the Easterly line
<br />of the Westerly 40 feet thereof, SPRING PARK, Hennepin County, Minnesota. ( Contains 15,981 sq. ft.)
<br />Parcel 3:
<br />Lot 26 and also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and the
<br />shore of lake which Lies between the Southerly extension of the Westerly and Eeasterly lines of said Lot 26, SPRING PARK,
<br />Hennepin County, Minnesota. ( Contains 16,186 sq. ft.)
<br />Parcel 4:
<br />All that part of Lot 28 and of vacated Lake Shore Avenue and of the tract of land lying between
<br />said vacated avenue and shore of lake described as follows: Beginning at the Northeast corner of Lot 28; thence Southerly
<br />along the East line thereof and its Southerly extension to shore of Lake, thence Westerly along said shore of lake to its
<br />intersection with a straight line drawn from a point on Northerly line of said lot 28 distant 45.5 ft Westerly from the Northeast
<br />corner thereof to shore of Lake passing through a point 9 ft Westerly at right angles to the Southerly extension of the Easterly
<br />line of said Lot 28 from a point 262.5 feet southerly of Northeast corner thereof; thence Northerly along said straight line to
<br />Northerly line of Lot 28; thence Easterly to beginning, SPRING PARK, Hennepin County, Minnesota. ( Contains 7,006 sq. ft.)
<br />PROPOSED ELEVATIONS:
<br />TOP OF FOUNDATION = 954.94
<br />MAIN FLOOR = 957.00 SURVEYOR:
<br />GARAGE FLOOR = 954.70 Stonebrooke Engineering, Inc.
<br />TOP OF LOOKOUT FOUNDATION = 949.33 12279 Nicollet Ave. S.
<br />TOP OF LOOKOUT FOUNDATION = 950.33 Burnsville, MN 55337
<br />BASEMENT FLOOR (LO) = 946.30 Phone: 952-402-9202
<br />NOTE: Fax: 952-403-6803
<br />SEE BUILDING PLANS FOR www.stonebrookeengineering.com
<br />ARCHITECTURAL DIMENSIONS.
<br />CONTRACTOR SHALL VERIFY
<br />DIMENSION & EXTENT OF
<br />BUILDING PAD SOILS CORRECTION.
<br />�'Ot-BAIT
<br />rljl�' rlzz
<br />SET BACK REQUIREMENTS: BENCH MARK:
<br />TOP NUT HYDRANT JUST NORTH OF SUBJECT PROPERTY
<br />30' FRONT HOUSE TO R.O.W. ELEVATION = 960.50 (NGVD 29)
<br />30' FRONT GARAGE TO R.O.W.
<br />10' SIDE HOUSE TO PROPERTY LINE
<br />10' SIDE GARAGE TO PROPERTY LINE
<br />REAR SETBACK IS THE AVERAGE SETBACK OF THE
<br />NEIGHBORING HOUSES TO THE ORDINARY HIGH WATER LINE
<br />DATE BY DESCRIPTION I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER
<br />MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS
<br />OF THE STATE OF MINNESOTA. 1 _
<br />NAME MCJI U1 J. rIayc�l ` LIC. NO. - - U/ DATE ii-GV-cU 1J
<br />I-11VIN
<br />DRAWN
<br />DRW
<br />CHECKED
<br />AJ M
<br />AS-tlU1L 1
<br />FOUNDATION
<br />ELEV=960.49
<br />HMARK
<br />TNH=960.50
<br />�9
<br />0.
<br />� G\2 x -
<br />X .
<br />Found J diciol RLS 1333 Found n
<br />srk ficial
<br />, Lanclrr
<br />SssLand -Tract - i
<br />RIM o GRAVEL w x (I�.S p0) `r' �h Xce
<br />956.91 gqy� SURFACE S 81'oi'�4�� X
<br />X --�_ o
<br />�, ROCK 9g`'�'
<br />AGO 6 ss g r ENTRANCE X '_ Fenc !
<br />0(3 E OF es NE Comer of Lot 2 j x _�� 6 '\N .00d 1 X
<br />%%
<br />EOG
<br />0 3 0 �
<br />5F.
<br />5 65 45.5
<br />!,9 PROPOSED° ____la' SETS LINE X o
<br />DRIVEWAY ACK
<br />/ JINi M BU DING
<br />m
<br />do
<br />x 9�h LOQ �g�4 3i AS -BUILT AS -BUILT X
<br />°` FOUNDATION FOUNDATION >K G
<br />yh ELEV=954.29 ELEV=954.93 1 I
<br />°' 0 f 'V
<br />X���� -o � x � xo� o� 246, ) x
<br />1 �� ^? AS -BUILT AS -BUILT as J FOUNDATION
<br />N g �h� 4 p� FOUNDATION FOUNDATION
<br />9oj�` X x g� ELEV=954.27 ELEv=954.94 ELEV=954.96 t ,5
<br />x � � I
<br />_PROPOSED n� ;� �q I
<br />� X�
<br />_ DRIVEWAYLO 4� `N°
<br />o NLO
<br />h. �gOp�O 9k �Q (�Q ^� 0) X to
<br />gra
<br />o X9� �\ h� 5�> AS -BUILT OJ�0 1 (i .�
<br />X°j �g GOA FOUNDATION ti� AS -BUILT 10_
<br />4j� -BUILT ELEV=954.25 ELty�pgTrON �h X
<br />OUNDATION a° 954.94
<br />} " AS -BUILT p0' ,. C?
<br />[FAS
<br />EV=955.95 a,' 0.76.
<br />N FOUNDATION D AS -BUILT 9
<br />ELEV=955.95 �. ` FOUNDATION AS -BUILT AS -BUILT
<br />AS -BUILT
<br />AS-BUILT=9 96 FOUNDATION 3i' FOUNDATION
<br />FOUNDATION ELEV=954.96 12' g�
<br />p �► a ELEV=954.95 i°%to ���� ECFV=954.96 �e • xo,
<br />g�� X� p AS -BUILT AS -BUILT 9.013' pSJapP��9 -� PAR EKED m X�
<br />X°' - FOUNDATION FOUNDATION
<br />94 ��`9 DOG RUN -
<br />\ ELEV=954.93 AS -BUILT l
<br />953.2 -r FOUNDATIO
<br />BW N
<br />10.33 . ELEV=954.94 I�j Cz
<br />M N AS -BUILT PROP(jSf-D �-► Vl�� x o
<br />(� AS -BUILT FOUNDATION tISE o
<br />PROPOSED FOUNDATION 12•x' ELEV=949.97 0
<br />AS -BUILT AS -BUILT / p
<br />RETAINING WALL ELEV-954.94 i- n vog fOUNDATI S3.`j6' FOUNDATION
<br />�� i
<br />4, i`00' j �» ELEV�g54.g ELEV=954.94
<br />x� F
<br />�N AS -BUILT o� AS
<br />BUILT
<br />1 ` \ coo vj
<br />9g�' m cA :00FOUN' F -'v-BUI(T 00` FOUNDATION ELEV=956.37 1 , CP
<br />60.12 a 47,6, �l ELEV=956.32 X
<br />-
<br />g`' 1w o
<br />FOUNDATION g48.81 cp• . F Uti 9 � N
<br />ELEV=949.95 �� �a �qT �T
<br />REBS 9SS ON 03 .y
<br />EG 848.60) O so ASFOU-BUILT
<br />\ t DATION
<br />AS -BUILT ELEVN95607 `_ X`�
<br />FOUNDATION
<br />_
<br />ice, <g52i PROPOSED - EL PROP6.O8 ED ' rn
<br />RETAININ��dtAkl
<br />gyh - (954.30
<br />(954)
<br />o (953)
<br />h X
<br />o X ox CP X 1p a �9
<br />o
<br />t 9S
<br />ti- S
<br />X ti hti x `�`' S_ -F ' - ---
<br />�p ' s52• 2 Z
<br />G . k
<br />X y S ,S"
<br />r CD
<br />PROPOSED g p0) fi CD
<br />X = o RETAINING WALL cr m
<br />EROSION CONTROL NOTES:
<br />1. SILT FENCE OR OTHER CITY -APPROVED PERIMETER
<br />CONTROL MUST BE INSTALLED AT ALL LOCATIONS WHERE
<br />CURRENT, PROPOSED OR INTERIM GRADES MAY RESULT IN
<br />EROSION AND RUNOFF TO ADJACENT PROPERTIES.
<br />2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE,
<br />3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND
<br />MAINTAINED AT THE FIRST CATCHBASIN DOWNSTREAM FROM
<br />CONSTRUCTION SITE PRIOR TO EARTH -DISTURBANCE.
<br />(PRODUCT MUST BE APPROVED BY THE CITY AND OFF
<br />MNDOT'S APPROVED/QUALIFIED PRODUCT LIST)
<br />4. PROVIDE CLASS V GRAVEL CONSTRUCTION ENTRANCES TO
<br />CONTROL SOIL MIGRATION.
<br />5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE
<br />UNTIL DISTURBED AREAS CAN BE SODDED OR RE -SEEDED
<br />TO STABILIZE GRADE.
<br />EROSION OPERATIONS AND MAINTENANCE:
<br />1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN
<br />PLACE AND MAINTAINED IN GOOD CONDITION TO THE
<br />SATISFACTION OF THE CITY ENGINEER UNTIL THE SITE HAS
<br />BEEN STABILIZED.
<br />2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT
<br />FENCE, INLET PROTECTION, ETC. SHALL BE CLEANED OUT
<br />WHEN 113 OF THE CAPACITY IS DIMINISHED.
<br />3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE
<br />REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
<br />PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS
<br />BEEN PERMANENTLY STABILIZED.
<br />EROSION CONTROL INSPECTION AND DOCUMENTATION
<br />1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
<br />INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN
<br />EVENT OF 0.5 INCHES OR MORE.
<br />2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL
<br />BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF
<br />INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED,
<br />RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES.
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<br />CITY OF ORONO
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