HomeMy WebLinkAbout1902824430024-09102015Fabric anchorage
trench backfill with
latriped natural soli ectien of
runoff Row
•
Wire mast reinforce
(.0Pliona4
Metal or
post or slake
Engineering iabrio
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
"6 Inch minimal
Natural soil
6 inch -minimum
Note: Depending upon conliguralloin, attach fabric to Woe rneell with nog rings, steel poste with tie wires, or wood posts with stapes_
Figure 6.3.2; Typicei Intonation for slit fence
Residential
Temporary Rock Construction Entrance/Exit 885.5
1
Conditions of Demolition/Moving
4' construction fencing shall enclose existing basement perimeter and
excavations with slopes steeper than I:I. Attach fencing to minimum
5' posts buried 1' and spaced at a maximum 10' on center.
Enclose stockpiled soils with properly installed silt fencing.
,9.t Property must bored e within thirty (30) days of building
demolition/WEi cii' 'ties abandoned at the property line with a
permit, fouriMfon demolished with a separate permit, debris
removed, demolition excavation filled to match adjacent grade and
seed or sod placed and maintained at disturbed areas OR a permit
must be issued for a new structure within thirty (30) days of the
building demolition/move.
30
ge4-
4,11. 1 V t11)C31 lot line
1/ -. 00 if Xast3.2 35.0
Nei ,
argfily355.4 \\/
z 1./ I ___\.c\ici Threshold
...„1... /.....,..- at door 88Z8
884.3 - - ' - Water .hut-off
L._v.:...._iY5.0 4_j
8855, .010/11A/4-akii 8 4.•'63.9 . 855.0 / ' X856.2
>gp
/'883.8
886.5 i 88 .5 888 7 CO ( % 64U/4i-4 rex op it 1 "-Concrete Drive--, (...n % I 888.2
84,,r gg X
aqr
fo k 3
LL.1
ciz)
X885.5 C0/76886.4 f
X886.8
t-Edge of conc.
drive is on the
lot line
351
drive Is on the `/0;
886).
X886.9
X886.6 /
'////4 /49.0 /
Existing
Dwelling
..////.
r`l x885-95- 8934 50 k)(886•2 ,
86.5
.8
X886.8 886.
-134.06-- 886.1
133 93- -
/,'" S 89 '31 '45" E
..."-Window Wells
AW' 530 -
-.16' Initial length -To front yard setback
line after backfill
6" minimum thickness
11/2 to 3" washed rock
Failure to install the Construction Entrance
before disturbing the site soils and/or failure to
maintain the Construction Entrance will result in
Enforcement action by the City.
20 40
( IN FEET )
EXISTING HARDCOVER
House 1,097 Sq. Ft.
Garage 284 Sq. Ft.
Concrete Surfaces 1,541 Sq. Ft.
TOTAL EXISTING HARDCOVER 2,922 Sq. Ft.
AREA OF LOT 6,692 Sq. Ft.
PERCENTAGE OF HARDCOVER TO LOT 43.7%
roperty ay be
prio t demolition
crjoa.
vt-tal.wl-,4300at
.1
Garage
Power Pole-
X885.9
556.7
1- - Edge of coi,crete \\
886x.51,36.2r02:1
c<4 Garage
cp cp cs,
t/ n
ee 0
86.5
886.6
Wer
20.
885.7
758 5.
/7_ Aoffaxi cemi t4--.4:
PEMT NU
CALL r---OR
Slit Fenec and Construc' f .Fatm,
Fobting
Foundation Wail Reinforcnrig
Foundvtion Pre-bacicroli
Framirig and Sheathing
-insulation
Lath
,11'01
tg SITE PLAN
Sheet 2 of 2
34.8
34.9
885.8
35.1
FFfi
BUILDING COVERAGE
House 1,097 Sq. Ft.
Garage 284 Sq. Ft.
TOTAL BUILDING COVERAGE 1,381 Sq. Ft.
AREA OF LOT 6,692 Sq. Ft.
PERCENTAGE OF BUILDING COVERAGE 20.6%
',•"4.412: t
•
4172144161P .4giegt At; ViS204
t • 31:414041%.:416416: • 3SVN1, (441,4410:1.4
tretalite t'arS4.
Non-woven geotexti le drainage
fabric under
'.2allts, „TPA
20 lo
Assurance of permitted future uses
emolitio perm' provides no
86.g "Wood Fe
X868.5 X886.6 X868.5
886.6
X888.7
856.4
ADVANCE SURVEYING & ENGINEERING CO.
5300 S: Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 www.advsur.com
SURVEY FOR: LANDMARK BUILDING CO.
SURVEYED: July 7, 2015 DRAFTED: July 7, 2015
ADDRESS: 6021 Kellogg Avenue, Edina, MN
LEGAL DESCRIPTION:
Lot 19, Block 19, Fairfax, Hennepin County, Minnesota.
SCOPE OF WORK:
1. Showing the length and direction of boundary lines of the above legal description. The
scope of our services does not include determining what you own, which is a legal matter.
Please check the legal description with your records or consult with competent legal counsel, if
necessary, to make sure that it is correct, and that any matters of record, such as easements, that you
wish shown on the survey, have been shown.
2. Showing the location of existing improvements we deemed important.
3. Setting new monuments or verifying old monuments to mark the comers of the property.
4. Showing elevations on the site at selected locations to give some indication of the topography of
the site. The elevations shown relate only to the benchmark provided on this survey. Use that
benchmark and check at least one other feature shown on the map when determining other
elevations for use on this site.
STANDARD SYMBOLS & CONVENTIONS:
Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless
otherwise noted.
CERTIFICATION:
I hereby certify that this plan, specification, report or survey was prepared by me or under my direct
supervision and that I am a licensed Professional Engineer and Professional Surveyor under the
laws of the State of Minnesota.
Signature: PanneA, 0%/114/2/1, Typed Name: James H. Parker
Date: July 7, 2015 Reg. No. 9235
6)0/4,
(41/0,0„,
Sep
41%
Op • k°0/4/4
Dr w. No. 150558 TB SITE PLAN
Sheet 1 of 2
TNEE NOTED TO REMAIN
ERMINE
4.11NOW FENCE WS SCATS r 0.0.11OMATORIP LINE OF
OUTER EMT BRANCHES,
REFER TORAH FOR 1.0CA11011.
4' MEWED ALARDWOOD
MINOR REMOVE GROUND VEOLTATION, BEFORE
HSTALLING slot Rdll
ADVANCE SURVEYING & ENGINEERING CO.
5300 S. hwy. No. 101 Minnetonka, MN 55345 Phone (952)474 7964 WWW.ADVSUR.COM
SURVEY FOR: LANDMARK BUILDING CONTRACTORS
SURVEYED: he,y, 2015
REVISED:
LEGAL DESCRIPTION:
PROPERTY ADDRESS: 8021 KELLOGG AVENUE, EDINA, MN
FIELD TREE INVENTORY LOG
.
SIGNTEiaNT? REMOVE,
1
CI. RI CA.pors P
IS=
NOTES
,ERER, 'REES GII TUE PROPERTY ARE ROC OF OE SPECIES 'ARCH RE WERE PRO,ECTIER ;CR PNESEEVAIION
TAG NO TREE DIA. III_ SPECIES CONDITION
_ ,, ,:, , =CNT,r,n_,L,
T'" ',:,'
TO n,,,,, i,,,lri,'151,4,,,,11,,,..'t,
.
Calyx Design Group
Landscape Architecture www,ruyxus•icngroun.com
651334,5498
Revisions:
MINH Mon. onaorobroNot
Certification:
I hereby cot* VW INA pion, opocrarSon.
OMEONI WOO wowed by me or under ne
dhot oupnvidon Intl Mai I am duly
Lkonsed Landscape. AruhSwi °Mot the
laws of the sets of lemmata.
pa terra Forlooln O. Hut., AELA
Mouthy:
oes-osurce-ratimeedires
cdg
Calyx Design Group, Ilc
Lendscepo Architecture
Sustainable Design
Master Planning
1663 Elerkeloy MOMS I13ulle A et Pout MN 86106
trephons: 061.334,6488 hairnet vreaccalysdalegngioup.com banlikehaelmlanaroup.com
III _ r ••n• *V •
1--EX. 12' WHITE CEDAR
(NOT TAGGED)
EX. SCRUB BRUSH
sn)
4) EX. SIBERIAN ELM TREES
NOT TAGGED)
89°3450 E
-134.06--
r Wood Fence
L _
n•••
ELEVATION
NOTE TREE PROTECTION 8IMLL OE FROMM By OCICRACTOR AS RECURS, TO NDE N 8URVNABILRY Of EXIMMOIREE9 TO REIMS PDNOT OTORAIATERLMS OR DAME EOLOPeENT SNAIL MISUSE TREEORIP CHEM DEMONATEDADOVE, IMINTAIN INERNCE INTEGRITY ATM- 711,43811MOUCHOUTCONOTMICIICS.
SMALL TRSEPROTECTION ZONESONSEvERY25,4710. EGEMOR CR/LEMONS 7JATIETO FENCE
TYPICAL TREE PROTECTION DETAIL
Tree Preservation/Replacement Data:
Total 'beet InVentactect 0
Significant 08" Dia. Hardwood Trees to be Retnovech 0
Significant 20 Tell Containers Trees to bear:moved: 0
Total Trees to be Removed: 0
Parcel Size (Aa): 0.153
%Of Trees Removed: 0%
Number of Replecemenareee Required: 0
Tree Preservation Notes:
Erdeting boundary, location, topographic, and utility infomstion shown on this plan Is from a field survey
by Advance Survey and Engineering, Inc.
• Do not begin tree clearing work until tree protection measuree era In piece and to the permit approval
of the City of Edina Forester has been granted.
• Critical Root Zone:
Install high density polyethylene safety fence, 411. high, International orange. et the Drip Line or at the Critical Root Zone whichever is greater, of trees to be preaerved per detail, prior to
commencement of earthwork activity. Fieldetaking of the fence location(s) subject to City of
Edina approval.
• Where slit fence and proposed tree protection fence overlap, place the two protection fence on the
outside of the slit fence, double-slaked at the break-point
• Refer to Tree Protection Detail 1.
• The contractor etre prune the canopy of existing trees to remain where the canopy le In jeopardy of
damage due to the new Improvements shown. It Is recommended that the contractor hire a certified
arborist to perform the pruning. Any branches broken during construction shall he Immediately
trimmed end wounds painted to prevent further damage.
• Perform work in accordance WM the laws, ordinances. rules, regulations, and orders of public
authority having jurisdiction. Secure and pay for permits, governmental fees end licenses necessary
for the proper execution of the demolition work.
Provide protective coverings and enclosures es necessary to prevent demego to existing work that is
to remain. Exlating work to remain may Include Items such as trees, shrubs, I neve, eldewelks,
drives, curbs, utilities, buildings end/or other structures over adjacent to the demolition site. Provide
temporary fences and berrloadso as required for the safe and proper execution of the work and the
protection of persons and property.
Remove debris, wattle, end rubbish promptly from the site. On-site burial of debris Is not permitted.
Bum no debris on the site. Salvage material not otherwise indicated to be reused their become the
Contractor's property and is to be removed promptly from the site and disposed of in strict
accordance with at applicable laws, regulations, andfor atatutes.
Buildings, features, surfaces, and other descriptive references shown on this drawing are for
Informational purposes only. Field verify so information relevant to the project prior to proceeding
with the work. Visit the site and determine elicits conditions and hazards.
This pies lea guide este the anticipated amount of disturbence expected due to proposed
improvemente. The contractor Is expected to take all necessary preceetione to eneure trees noted to
remain are not de Waged during constmation. Do not store materiel or drive within the drip Ilne of
existing trees to remain. Be aware of overhead branches for clestanCe of material and equipment
Thin plan is nuts guarantee that existing trees will survive during/post construction, but rather a
guide to help assure their protection end greatest chances of survival at the surface level. Further
protection measuree outside this scope could Involve ecologlate foresters and arboriets.
NOTES, SCHEDULES AND DETAILS:
6185
E
S 89°31'45" E
pftOpOSED DRIVE
F---- window Wells
Existing
Dwelling
885
885 ,
1
PROPOSED ELEVATIONS
TOP FOUNDATION - 887.0
FIRST FLOOR (SUB-FLOOR) - 888.2
PREVIOUS FIRST FLOOR - 887.8
LOW FLOOR - 878.6
WELL
886
84,6
8.0
/PROPOSE DWELI7
General Landscape Notes:
1. Tree saucer mulch to be four inches (4') depth natural single-abroad hardwood bark for trees outslde plant beds.
2. Refim to chni plan sheets for proposed utilities, grading, drainage & eroelon control.
3. All plant material shall comply with the latest edition of the Anterican Standard for Nursery, American Association of
Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 caneg at the specified shrub height. Plant
materiel shell be delivered as epeolned.
4. Plan takes precedence over plant schedule If discrepancies In quantities exist.
5. All proposed plants shell be located and staked as shown,
6. Adjustment in location of proposed plant material may be needed In field. Should en adjustment be required, the
°tient Will provide field approval. Significant shangee may require city 'Bylaw and approval.
7. The project landscape contractor shell be held responsible for watering and properly handling all plant materiels
brought on the site both before and after Installation Schedule plant deliveries to coincide with expected Installation
time wrthIn 313 hours.
8. At plant materials shall be fertilized upon Installation as specified.
9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions
and to plant material growth requirements.
10. If the landscape contractor is concerned or peroelves any deficiencies In the plant selections, soil conditions,
drainage or any other site condition that might negatively effect plant establishment, survival or guarantee, they must
bring these deficiences to the attention of the landscape architect & client prior to bid submission.
11. Contractor shell establish to his/ her satisfaction that soli and compaction conditions are adequate to allow for
proper drainage at and around the building site.
12. Contractor is responsible for ongoing maintenance of an newly installed materiel until time of owner acceptance.
Any ads of vandalism or damage which may occur prior to owner acceptance shell be the responsibility of the
contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning,
fertilization and disease/peat control.
13. The contractor shall guarantee newly planted material through one celender yeer from the dale of written owner
acceptance. Plants that exhibit more than 10% die-back damage shall be replaced at no additional cost to the owner.
The contractor shell also provide adequate tree wrap and deer/rodent protection measures for the plantings during the
warranty period.
14. This layout plan constftutes our understanding of the landscape requirements hated in the ordinance. Changes and
modifications may be requested by the city besed on applicant information, public Input, council decisions, etc.
15. The landscape contractor shall be responsible for obtaining any permits and coordinating Inspections as required
throughout the work process.
18. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new Improvements
on and offelte during landscape work activities. Report any damage to the General Contractor immediately.
17. Provide & install 4" imported, shredded hardwood mulch around base of existing trees to remain that have a drip-lire
within the tree protection fencing. Provide water to existing trees to remain throughout construction, no lass than 1' of
water, twice per week from June 30 through August 30.
TREE PRESERVATION AND PROTECTION PLAN
• Notify the Cheer's RepresenteUve and Engineer when tree protection lancing Is taken down to
perform work In conjunction with the now Improvements noted In this plan set. The contractor Is
reeponsible for re-emoting the tree protection fence Immediately after the work Is complete, when
ever porreible
• Trees shown as exiang to remain (be preserved) that are damaged / killed as a resift of comb's:Son
activttlas are subleet to replacement per the City of Edina Two Replacement penalty. Replacement
bees are tuba paid for also additionat expense to the Owner.
• Tree Trimming: Trim branches of existing tress to remain with branches overhanging the work zone
to a height of no less than 15' above grade. General contractor shall hires state certified arborist to
him trees end shall not trim Quercus sp. during prime oak wilt season, per city code,
Do not disturb Oaks between April-July.
Garage
.b I
LF.1
rPeWeY rO5A-A-\
>
NM
( IN FEET I
885
ALK-
EX. 4" NORWAY MAPLE
(NOT TAGGED)
,/
GRAPHIC SCALE
20 0 5 10 20
EAR HAY
STRUCTURAL ENGINEERING
STRUCTURAL NOTES FOR TEMPORARY RETAINING WALL:
1. BUILD PER THE 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE 2015
MINNESOTA STATE BUILDING CODE (MSBC)
H554x4x1/4" STEEL PILES
@3-0" 0.C., TYP. PROPERTY L OPTION: IF 3/4" PLYWOOD OR OSB IS USED,
INSTALL HSS4x4x1/4" STEEL PILES
@2-0" 0.C„ EMBEDED 10-6", MIN.
59,
FILE. 15361_SP1.DWG
DRAWN BY: GOP
COPYRIGHT: SAFE HAVEN SE
2. THE EXISTING NETALLOWABLE BEARING CAPACITY OF THE SOIL IS ASSUMED TO BE
2,000 PSF AND THE EQUIVALENT FLUID PRESSURE IS ASSUMED TO BE 45 PSF/FT, MAX.
THE WATER TABLE IS ASSUMED TO BE AT LEAST 10'-0" BELOW BOTTOM OF EXCAVATION
CUT G.C. TO VERIFY, NOTIFY ENGINEER OF ANY POOR SOIL CONDITIONS.
3. SITE DATA WAS TAKEN FROM SITE PLAN PROVIDED BY ADVANCED SURVEYING &
ENGINEERING CO., DATED AUGUST 28, 2015.
4. FOUNDATION IS ASSUMED TO BEA FULL BASEMENT WITH THE BASE OF THE
FOOTING APPROXIMATELY 9'-0" BELOW GRADE. GRADE VARIES ON SITE.
5. SHORING MAY NOT BE REQUIRED IF A GEOTECHNICAL ENGINEER CERTIFIES THAT IT
IS NOT NECESSARY (i.e. A MINIMUM OF 1 TO 1 SLOPE IS ACCOMPLISHED WITH NO
SURCHARGE LOADING APPLIED ON TOP OF GRADE).
6. LOCATE AND IDENTIFY UTILITES AND OTHER POSSIBLE OBSTRUCTIONS PRIOR TO
INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE
EXISTING STRUCTURE, UTILITIES, ETC. DURING CONSTRUCTION.
7. THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING ERECTION
AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMBERS ARE DESIGNED
FOR IN-PLACE LOADS. THE ENGINEER DOES NOT CONTROL MEANS AND METHODS
OF CONSTRUCTION.
8. THESE DRAWINGS ARE PROVIDED AS CONSTRUCTION DRAWINGS. THE ENGINEER
HAS NO CONTROL OVER THE REMOVAL OF THE TEMPORARY RETAINING WALL.
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES
FOUND BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE CONDITIONS AND
DIMENSIONS SHOWN ON THESE DRAWINGS DURING CONSTRUCTION.
10 DO NOT EXCAVATE BELOW THE TEMPORARY RETAINING WALL, ADD SOIL BEHIND THE
WALL, DRIVE A VEHICLE NEAR THE TOP OF THE WALL OR APPLYANY ADDITIONAL
SURCHARGE LOAD WITHOUT AUTHORIZATION FROM THE ENGINEER.
11 NOTE THAT THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
CONSTRUCTION SAFETY
12 PROVIDE CURBS OR OTHER POSITIVE DRAINAGE CONTROL AROUND THE SITE TO
PREVENT SURFACE WATER FROM RUNNING INTO THE SITE OR SATURATING THE
SOIL BEHIND THE TEMPORARY RETAINING WALL. COVER SLOPES ABOVE THE
TEMPORARY WALL WITH POLY-MEMBRANE TO PREVENT SATURATION AND LOSS OF
SOIL BEHIND THE WALL.
13. IF CONTRACTOR CAN NO LONGER INSTALL PLYWOOD OR STEEL PLATES IN FRONT
OF THE PILES DUE TO POOR SOILS, 2x12 LAGGING MAY BE INSTALLED BEHIND THE
PILES. FASTEN WITH A "CONTACT SHEATHING SYSTEM" OR EQUAL. CONTACT
ENGINEER FOR MORE INFORMATION.
14. STEEL PILES (Fb = 42 KSI, MIN.), STEEL PLATES (Fb = 36 KSI, MIN.), 3/4" PLYWOOD
(40/20 SPAN RATING, MIN.), 2x12 WOOD LAGGING (Fb = 1500 PSI, MIN.)
15, USE OF THESE DRAWINGS IS PROHIBITED FOR OTHER PROJECTS, ADDITIONS TOOK
EXTENSIONS OF THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS
EXCEPT WITH WRITTEN AUTHORIZATION BY THE ENGINEER. THIS WALL IS
TEMPORARY AND SHOULD NOT BE LEFT IN PLACE FOR MORE THAN 30 DAYS.
www.SafeHavenSE.com MINNEAPOLIS, MN
I HEREBY CERIBI !hat this plan, specification or
report was prepared by roe or under my direct
supervision and rnat I am 0 duly Licensed Professionol Engineer under the lows of the Slots
of Minnesota.
SIGNATURE:
PRINTED NAME: Derek 0 Phillips
DATE: 09/1005 REG. NO: 47507
MARK DATE DESCRIPTION
6021 KELLOGG
AVENUE
EDINA, MN
PROJECT NO: 1536/
DATE: SEPTEMBER 10, 2015
SHEET TITLE:
SHORING PLAN
SP1
2'-0" 1'-0"
1
rr
NEIGHBORING FOUNDATION
W/ FROST PROTECTED
FOUNDATION, MIN. APPLIES
NO SURCHARGE LOAD TO
TEMP. RETAINING WALL.
NEW FOUNDATION (SEE PLAN)
6'-0" AWAY FROM PROPERTY
LINE, MIN.
1/4" THICK STEEL PLATE, MIN.
DETAIL - SHORING AT NEW FNDN. WALL
1/2" = 1'-0"
/12/az-