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LEGAL DESCRIPTION:
<br />Lots 17 and 18 except that part of said Lot 17 which lies south of the westerly extension of the north line of Lot 13 and east of a
<br />line 30 feet west of, measured at a right angle to, and parallel with the west line of said Lot 13, ALSO that part of the adjoining
<br />vacated service road which lies west of said line 30 feet west of the west line of Lot 13, and east of the southerly extension of the
<br />west line of said Lot 18, all in "LOMA LINDA".
<br />LOT AREA. 14,000 SF
<br />SCOPE OF WORK & LIMITATIONS:
<br />1. Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not
<br />include determining what you own, which is a legal matter. Please check the legal description with your records or consult
<br />with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements,
<br />that you wish to be included on the survey have been shown.
<br />2. Showing the location of observed existing improvements we deem necessary for the survey.
<br />3. Setting survey markers or verifying existing survey markers to establish the corners of the property.
<br />4. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also
<br />provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to
<br />the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when
<br />determining other elevations for use on this site or before beginning construction.
<br />5. While we show a proposed location for this home or addition, we are not as familiar with your proposed plans as you, your
<br />architect, or the builder are. Review our proposed location of the improvements and proposed yard grades carefully to verify
<br />that they match your plans before construction begins. Also, we are not as familiar with local codes and minimum
<br />requirements as the local building and zoning officials in this community are. Be sure to show this survey to said officials, or
<br />any other officials that may have jurisdiction over the proposed improvements and obtain their approvals before beginning
<br />construction or planning improvements to the property.
<br />8. While we show the building setback lines per the City of Orono web site, we suggest you show this survey to the appropriate
<br />city officials to be sure that the setback lines are shown correctly. Do this BEFORE you use this survey to design anything for
<br />this site.
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />"9" Denotes iron survey marker, set, unless otherwise noted.
<br />GRADING & EROSION CONTROL NOTES:
<br />BEFORE DEMOLITION AND GRADING BEGIN
<br />Install silt fence/bio roll around the perimeter of the construction area.
<br />Sediment control measures must remain in place until final stabilization has been established and
<br />then shall be removed. Sediment controls may be removed to accommodate short term
<br />construction activity but must be replaced before the next rain.
<br />A temporary rock construction entrance shall be established at each access point to the site and a
<br />6 inch layer of 1 to 2 inch rock extending at least 50 feet from the street into the site and shall be
<br />underlain with permeable geotextile fabric. The entrance shall be maintained during
<br />construction by top dressing or washing to prevent tracking or flow of sediments onto public
<br />streets, walks or alleys. Potential entrances that are not so protected shall be closed by fencing
<br />to prevent unprotected exit from the site.
<br />DURING CONSTRUCTION:
<br />When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent
<br />escape of sediment laden runoff and if the piles or other disturbed areas are to remain in place
<br />for more than 14 days, they shall be seeded with Minnesota Department of Transportation Seed
<br />Mixture 22-111 at 100 lb/acre followed by covering with spray mulch.
<br />A dumpster shall be placed on the site for prompt disposal of construction debris. These
<br />dumpsters shall be serviced regularly to prevent overflowing and blowing onto adjacent
<br />properties. Disposal of solid wastes from the site shall in accordance with Minnesota Pollution
<br />Control Agency requirements.
<br />A separate container shall be placed for disposal of hazardous waste. Hazardous wastes shall be
<br />disposed of in accordance with MPCA requirements.
<br />Concrete truck washout shall be in the plastic lined ditch and dispose of washings as solid waste.
<br />Sediment control devices shall be regularly inspected and after major rainfall events and shall be
<br />cleaned and repaired as necessary to provide downstream protection.
<br />LECEIVio
<br />EXISTING COATObR
<br />FYISTING SPOT ELEEY.4TION
<br />PROPOSER CONTOUR
<br />PROPOSE') ELFV,AT10)V1 POT FLE'Y,4TI01V
<br />PR4IN.4GE' ,4M0Av - FLOF
<br />SILT .FL1VCL11STR4F LOGS
<br />EXISTING TREE RLjVOY.4L
<br />DATE REVISION DESCRIPTION
<br />9-9-16 PER CITY COMMENTS
<br />---- 925 ----
<br />X 924.2
<br />9,25
<br />9,25.5
<br />SF
<br />X
<br />Streets and other public ways shall be inspected daily and if litter or soils has been deposited it
<br />shall promptly be removed.
<br />If necessary, vehicles, that have mud on their wheels, shall be cleaned before exiting the site in
<br />the rock entrance areas.
<br />Moisture shall be applied to disturbed areas to control dust as needed.
<br />Portable toilet facilities shall be placed on site for use by workers and shall be properly
<br />maintained.
<br />If it becomes necessary to pump the excavation during construction, pump discharge shall be
<br />into the stockpile areas so that the double silt fence around these areas can filter the water before
<br />it leaves the site.
<br />Temporary erosion control shall be installed no later than 14 days after the site is first disturbed
<br />and shall consist of broadcast seeding with Minnesota Department of Transportation Seed
<br />Mixture 22-111 at 100 lb/acre followed by covering with spray mulch.
<br />SITE WORK COMPLETION:
<br />When final grading has been completed but before placement of seed or sod an "as built" survey
<br />shall be done per City of Orono requirements to insure that grading was properly done.
<br />When any remedial grading has been completed, sod or seeding shall be completed including
<br />any erosion control blankets for steep areas.
<br />When turf is established, silt fence and inlet protection and other erosion control devices shall be
<br />disposed of and adjacent streets, alleys and walks shall be cleaned as needed to deliver a site that
<br />is erosion resistant and clean.
<br />DRAWING ORIENTATION & SCALE
<br />N
<br />0 20 40
<br />.FO17jV.I�14Tf01Y & j?ET14bV1yV0
<br />#21.1 EX EV,4TI0jVS j0ET411 (I "-,20 )
<br />947.6 TB
<br />945.1 BW 9428 78
<br />942.280
<br />98t3 13�
<br />45.3 IV
<br />g 33 011
<br />9 5• '(6
<br />o v.�, 95�g 6 gVl
<br />> `' used o
<br />55.
<br />9 1OF >
<br />.� 955•x'
<br />942.8 7Y
<br />941.8 8W,
<br />•18
<br />9Ay 0
<br />952.00 BVl
<br />eb9•
<br />955 0
<br />9
<br />�2.
<br />TOF= TOP OF FOUNDA 77ON
<br />(ELEVA 77ONS ARE PER ARCHITECTS GUIDANCE)
<br />CLIENT NAME / JOB ADDRESS
<br />G t& O HOLDING u'0. L.P.
<br />1122 LO.MA LINDA AVE
<br />ORONO, MN
<br />/ 941.1
<br />I X 9407
<br />/1�1-Benchmork:
<br />Top of m4nhole 941.0
<br />S S 94X S / S// 941.0 S S
<br />V I X 948, �- X943.1 W X 940.4
<br />----- - - Approx. location of /
<br />�Edge�of bit. road r sonitor sewer ser*--
<br />1 947.6 (n / 944.3 9 2.8 /- 14' C.M.rrP
<br />N90 .00001P.00001PE / 9 9. 94 A_/ Vi �� 9403 r
<br />\ / 945. -- - - _-99.99--- / 9395 - - -
<br />r Fore d C40ped #on /
<br />941 , rl
<br />-
<br />X941 7 941.3 I `
<br />r t0 Vi
<br />t - Pr sed Drainage 71--A d o �' 'A
<br />h -Proposed dralnoge to be
<br />Utl/!t asements _ - _ �,
<br />I Q ` - - - _ _ _ _ _ I t directed along west side of 10 \ , - - - - _ _ _ - service road to existing culvert.
<br />I \ % 9441X\__:/ 1 .'
<br />\ I - _ \ \ \ X 942.4
<br />Silt -�` -vv ��
<br />\ \ \ \ 947
<br />Fence
<br />ence I '
<br />\ \ \ _I _ r I- �,
<br />\ \ \ I mo• SF` Sl'yam- cf; IF k 1p 10 � Q f
<br />`` "'".\ 44.7 4
<br />steps -7 \ Wolk ; -Prop. 5 0\_ �u
<br />Prop.Ors4j, -Well \ i - - t
<br />i 6 r -bet. Wol/
<br />-Porch ¢. I 2 7 , \-- , o 0o PROPOSED ELEVATIONS
<br />\ � �Tw/n 10 Tree
<br />952`8�� n 4 - -_ - .. - o 1 C
<br />\\ \� X X 9�L6 5 s `, L��.9479 ° \ a Q _I, -instal! Rock FIRST FLOOR = 956.00
<br />' ` I 0 ���� a �� \o I - t Construction TOP OF FOUNDATION = *955.50
<br />�K '/��' �,` `.°�� �.'•J� -Q 41.5 941. 941.0 Entrance Per Notes BASEMENT FLOOR = 945.32
<br />►4.94 .7�, O \
<br />/SJ°Se �' °oQ MAX I GARAGE FLOOR = 945.32
<br />{oP Q`.c� , t r tees 1
<br />o� 41.7
<br />�\ -�Ret.WolJ�� Tr
<br />QaI l *TOP OF FOUNDATION VARIES. REFER
<br />\` \ \ \ ',> �f 3 \ TO ARCHITECTURAL PLANS.
<br />\ 9s6.y I ' s j �� , 6 Tre rn YO
<br />\
<br />\ \ \ 1 I '' k 0 09 J� s0. � 3 �y\
<br />I __J
<br />6Nl 90i
<br />I
<br />g
<br />.7 Qo ti l
<br />1 5G {cern � I � ; "t+95,2 D �
<br />\ \ 956,3
<br />12' v%e�?- -
<br />\ 1 (-�et. W0111 1 � 1942. 42.
<br />Steps, � rl
<br />� X 960.6 , 10 '� .,���`�, � p -'S '� � � �,,, I s;it -�, I Ij ,� \ City of Orono
<br />\ iso I ` ��• 9560 , \ �enc� t I I �, ? Planning &Zoning Plan Review '
<br />��i t Existing Dwelling -� 10
<br />Site Plan Review Date:
<br />..ir (e ` e��ro d Drainage aid
<br />- �_ aseients. 93'Z�S �i ( APPROVED
<br />961.E ( ae t v) I I I 1
<br />\ ' I ° 8" ree o� � I I' I ❑ APPROVED WITH r:EVISIONS (see notes) /
<br />10 94 .5 0DENIED
<br />--� T , i- X94 .S
<br />54. , - Staff:
<br />9 8.0 / ��`'71 + j 10 Tr�e i ` 42.6
<br />9 ' 37- i
<br />r�0.00�- - ' 94
<br />54 X 950 \ \\ \ �` \ 943.0 I +
<br />9 5.5 � \ X 945.� 94\
<br />\X 943, � i •
<br />Screen Porch
<br />Zzz
<br />CITY OF ORONO
<br />\ Ot v
<br />4 SITE PLAN
<br />W eff APPROVED _GRADING PLAN
<br />n 0 APPROVED WITH REVISIONS
<br />D DISAPPROVED
<br />BY
<br />DATE 20 I
<br />Found 1/2- -
<br />Advance
<br />Surveying & Engineering, Co.
<br />5300 South Hwy. No 101
<br />Minnetonka, Minnesota 55345
<br />Phone (952) 474-7964
<br />Web: www.advsur.com
<br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
<br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY LICENSED
<br />PROFESSIONAL CIVIL ENGINEER UNDER THE LAWS OF THE
<br />STATE OF MM%SOTA.
<br />August 22, 2016
<br />DATE
<br />DATE SURVEYED: MAY 31, 2016
<br />DATE DRAFTED: AUGUST 22, 2016
<br />_
<br />1900, y
<br />ouse
<br />[11 lr rT T1T1 r
<br />oRowo C01
<br />PROPOSED SURVEY
<br />DRAWING NUMBER
<br />160748 JR
<br />SHEET NO.
<br />S1
<br />SHEET 1 OF 1
<br />JILZ WY"- U AV- KEeEIV
<br />90
<br />ZOIC - 01015 zoj�
<br />NtW qaw-,-- CITE` OF ORONO
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