HomeMy WebLinkAbout1902824430024-09102015 (2)roperty
prio t
ay be
demolition
A emolitio pernu provides no
Assurance of permitted future uses
b
86.7
886.8
885.5
Power Pole-88
- X885.9 1 \
Threshold
-at door 887.8
Engineering lebdo
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Fabric anchorage
trench becidill with
tamped Moral son
, • • 0. :
Inch minimum
f
6 inch minimum
Note: Depending upon ounligurationr atiooti fabric to wire mesh with
hog rings, steel peels with tie wires, or wood posts with staples-
Figura 82-2: Typlesi Inalthetion for ilti kirk*
Residential
Temporary Rock Construction Entrance/Exit
Wire irwsh reintomment
tocconati
Metal or
post ar slake
Ditection or
tuna now
ii
Natural soil '
?
••• /
• 2 .
-15' Initial length -To front yard setback
line after backfill
1 Urfo3"waslmIrock
'.:11417:4047,
Non-woven geotextile drainage fabric under
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.
Vniffilmwntificknef.
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%
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%
20 io 20 40
( IN FEET )
Conditions of Demolition/Moving
4' construction fencing shall enclose existing basement perimeter and
excavations with slopes steeper than 1:1. Attach fencing to minimum
5' posts buried 1' and spaced at a maximum 10' on center.
Enclose stockpiled soils with properly installed silt fencing.
irkitsiii Property must be • red within thirty (30) days of building
demolition/nA ' 'ties abandoned at the property line with a
permit, foutiMon emolished 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. 34.8
34.9
886.5 68,.6
886.91
Drive---
7
886.8 eglubtot) Pox. max/4-
I c oS X886.7
J
11
1,-8t14.9
/883.9 885.0 /
X885.5 Edge,
driye is ;
un. I /at line
°Z) 1-
„
X886.2350
1- 865.4 \
4 1
884.3 - - Water Shut-off 666.6
884. X
t/ AN 886.5 886
-Concrete 886.2
IIII X886.6 X886.9
-Edge of conc.
drive is on the
lot line
35,1
35.1
FEE
/7&91101-1 Ce,Nr•I'd--.1:
CALL 70R.
alt Fence, al id Coristru&A
Footint3
_Founoation Wail Reinfo.rc'
Foundr.tion Pre-back:OH
Framing and Sheathing
-Insuiatiorr
Lath -nrywa
Drw. No. e'rtg SITE PLAN
Sheet 2 of 2
30
811r
on the
884
- -134.08--
885408 781A//1147r' EacAff-450 - 5;5 X886.2
COne?.<886•4 \\ /co 'A 'fi" 2
ij
ct) I X885-95- 89 '34 50 E50386•2 M: I 1
X886.8
.8
888.1
886.
886.7
mg "Wood Fe
X X888.6886.5
X886.2
of cohcrete\ --Edge
888.5
T S 59'31'45"
Window Wells
Existing
Dwelling
.7
-133. 93--
86.5
886.4
40.1
(<4 Garage cc
floor
7886.6 2ap
885.7
6/
0.3
7
0<co
i9S(4-A, i-4,1
j, 013,
' od e0/414
6,444140
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 corners 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: currvthi Ye. Gc)colum, Typed Name: James H. Parker
Date: July 7, 2015 Reg. No. 9235
Drw. No. 150558 TB SITE PLAN
Sheet 1 of 2
8021 KELLOGG AVENUE, EDINA, MN PROPERTY ADDRESS:
^
EX. 12' WHITE CEDAR
(NOT TAGGED)
EX. SCRUB BRUSH
( IN FEET ) TREE PRESERVATION AND PROTECTION PLAN
• Crilical Root Zone:
Install high density polyethylene safety fence, 4 rt. high, International orange, attire Drip Line oral
the Critical Root Zone whichever Is greater, of trees to be preserved per detail, prior to
commencement of earthwork activity. Floldistakinp of the fence location(s) subject to City of
Edina approval.
• Where silt fence and proposed tree protection fence overlap, place the tree protection fence on the
outside of the alit fence, double-staked at the breakpoint.
• Refer to Tree Protection Detail 1.
The contractor shell prune the canopy of existing been to remain where the canopy Is In jeopardy of
damage due to the new improvemente shown. It Is recommended that the contractor hire a certified
°torten to perform the pruning. Any branches broken during construction shall be Immediately
trimmed and wounde painted to prevent further damage.
Perform work In accordance with the laws, ordinances, rules, regulations, and orders of public
authority having jurisdiction. Secure and pay for permit% governmental fees and licenses necessary
for the proper execution of the demolition work.
Provide protective coverings and enclosures as necessary to prevent damage to existing work that is
to remain. Existing work to remain may include items auch ea trees, shrubs, lame, sidewalks,
drives, curbs, utilities, buildings and/or other structures an or adjacent to the demolition site. Provide
temporary fences and barricades as required for the safe and proper execution of the work and the
protection of persona end property.
Remove debris, weals, and rubbish pnamptly from the site. On-site burial of debris Is not permItted.
Bum no debris on the site. Salvage material not otherwise Indicated to be revered shall become the
Contractor's property end Is to be removed promptly from the site end disposed of in stet
accordance with all applicable laws, regulations, and/or statutes.
Building', features, surfaces, and other descriptive references shown on this drawing are for
informational purposes only. Field verify at information relevant to the project Odor to proceeding
with the work. Visit the site and determine at site conditions and hazards.
'This plan is a guide as to the anticipated amount of dIsturbence expected due to proposed
Improvements. The contractor is expected to take all reamers/ preceutione to ensure Oise noted to
remain are not damaged during construction. Do not store materiel or drive within Ma drip line of
exerting trees to remain. Be aware of overhead branches for clearance of material and equipment.
This plan is not a guarantee that existing trees will survive during/post construction, but rather a
guide to help assure their protection and greatest chances of survival at the surface level. Further
protection meesuree outside this scope could Involve ecologists, foresters and arborlets.
Notify the Owner's RepreeenleUve end Engineer when tree protection fencing is taken down to
perform work In conjunction with the new improvements noted In this plan sat The conirector Is
reeponsible for re-erecting the tree protection fence Immediately after the work Is complete, when
ever possible
'Trees ahown as mdeling to remain (be preserved) that are damaged I killed es a mault of construction
activities are subjeet to replacement per the City of Edina Tree Replacement penalty. Replacement
trees are to be pald for also additional expenee to the Owner.
Tree Trimming: Trim branches of existing trees to remain with branches overhanging the work zone
toe height of no lase than 15' above grade. General contractor shell hire a state certified arbodat to
trim Maas and ghat not Ulm Quercus se. during prime oak will season, per city code
Donut disturb (Mks between April-July.
Garage
/***. r•-• cX
I P?fwer
> I,I \I
GRAPHIC SCALE
20 0 5 10
n 81 1111•
PROPOSED ELEVATIONS
TOP FOUNDATION — 887.0
FIRST FLOOR (SUB—FLOOR) — 888.2
PREVIOUS FIRST FLOOR — 887.8
LOW FLOOR — 878.6
/n(nti -24(8:/. WELL
• /731' 886 tri 886
/PROPOSE, DWELLING
. . NNW& e
,ele• AVA e• er, vdr ;ivy
WW
(4) EX. SIBERIAN ELM TREES (NOT TAGGED)
20
886
ALK-
885
ADVANCE SURVEYING & ENGINEERING CO.
5300 S. hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 WWW.ADVSUILCOM
SURVEY FOR: LANDMARK BUILDING CONTRACTORS
SURVEYED: Itt1y, 2015
REVISED:
LEGAL DESCRIPTION:
FIELD TREE INVENTORY LOG
. rAIMINAkctilAwmALE As i _ _
_ • _____—?ceL,..... P•IIII .,•!.
REMOVE?—
—
00 155
INC t 0.i_FE DI .1151 SPECIES
1
CONDITION L SIGNIFICANT?
IENGuNG IVIES CII IIM yAcmcsm Ams 1011 11?
!EGG OR SPECIES 5511•CN 01 0511€ PROTECTION .CA fAtEccro.'Ancl.
Ce TOTAL N.SrICS I'IICVTOVIES TO IAL AA,11.6 TREE.; INV , -..,
Calyx Design Group
Landscape Architecture
INWC.Cilip Ntl ES kJ 119(Otip.COM
651.334,5498
cdg,
Calyx Design Group, !lc
Landscape Architecture
Sustainable Design
Master Planning
1503 Berkeley Avenue I Suite A St erne, MN 66106
telephone: 861,334114N Internet vanyetelytelselenveup,..
bentleelyedeeignernesseam
Revision.:
rientleterentem•nekneen
Certification:
hvroby carllfy Mat Me plan, sputl8ealion,
0,4904 Mae pmemO by es or under my
dIroct nupor44bn and Mail am a duhy
LIconnadlandecapo Archke41unikw the
Irmo If Um 010t0 of Wrirfetale.
AMA=
Jibe 010060
NOTES, SCHEDULES AND DETAILS:
Melee
SNOWEENCE WM6906780 B. 0.0. (WO() AT OMP LINE OF
OMER MOW IMANCNE13.
ITEMIL TO MAN FOR LOCATION.
4•13115005114einWOOD mutitt eiteiOve GROUND
VEOEMTION, BEFORE
IMIALUNO MULC41.
NOTE TREE PROTECTION MAU OE PROVIDEO BY CONTRACTOR As REOURED no ME IN 8URVIVANIIIY OF
EASING TREE8 TO REPANN. DO NCR MORE KATERIke OR ORNE EQUIPMENT SHAM. MAN INE TREE KW UNEMDESIONAlED ADOVE.IMPITAINMERNCEINTEORITY AT ALL7161E8THROUGH011 CONSTRUCIVN,
WALL MEE PRIXECTION DONE &OM EVERY 73,4108. FlIEBOR GRADE SIGNS, 7.1,11E TO FENCE
TYPICAL TREE PROTECTION DETAIL
60,034461.6
Tree Preservation/Replacement Data:
Total Treea Inventceledr 0
Significard 08" Dia. Hardwood Trees to be Removed: 0 Significant 20 Tall Coniferous Trees to be Natalie& 0
Total Trees to be Removed: 0
Parcel Size (Ac) 0.153
%Of Trees Removed: 0%
Number of Replacement Trees Required: 0
ELEVATION
'AZ /
pgoposED DRNE.
885
— —1 3,3. 9,3--
S 8931'45" E
Window Wells
Existing
Dwelling
S 89:34'50" E [Wood Fence
Tree Preservation Notes:
Exerting boundary, location, topographic, and utility Information shown on this plan Is from a field survey
by Advance Survey and Engineering, Inc.
• Do not begin tree clearing work 00111 1500 protection measures are in place and to the permit approval
of the City of Edina Forester has been granted.
PLAN
A
OIl LYAnes640264
General Landscape Notes:
1. Tree saucer mulch to be four Inches (4) depth natural singleahread hardwood bark for trees outside plant beds.
2. Refer to civil plan sheces for proposed utilities, grading, drainage & eroelon control.
3. All plant material shell comply with the latest edition of the American Standard for Nursery. American Association of
Nurseryman. Unless noted otherwise, deciduous shrubs shall have at least 5 caner at the specified shrub height, Plant
material shall bo delivered as specified.
4. Plan takes precedence over plant schedule if discrepancies In quenelles exist.
6. All proposed plants shall be located and staked as shown.
6. Adjustment in location of proposed plant material may be needed In field. Should an adjustment be required, the
distil will provide field approval. Significant changes may require city nsvIew and approval.
7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials
brought on the stie both before and after instellation. Schedule plant deliveries to coincide With expected Installation
time within 30 hours.
0. Al 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 elle conditions
and to plant material growth requirements.
19 If the landscape contractor Is concerned or perceives any deficiencies In the plant selections, soil conditione,
drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must
bring these deficlences to the attention of the landscape architect & client prior to bid submission.
11. Ccntraotor shall estab fish to his/ her satietactIon that soil and compaction conditions are adequate to allow for
proper drainage at end around the building ette.
12. Contractor is responsible for ongoing maintenance of at newly Installed materiel until time of owner acceptance,
Any acts of vandalism or damage which may occur prior to owner acceptenoe shall be the responsibility of the
contractor. Contractor shell provide the owner with a maintenance program includleg, but not limited to, pruning,
fertilization and disease/past control.
13. The contractor shall guarantee newly planted material through one calendar year from the date of Written owner
acceptence. Plante that exhibit more than 10% die-back damage shall be replaced at no additional cost to the owner.
The contractor shall also provide adequate tree wrap end deedrodent protection measures for the plantings during the
warranty period.
14. This layout plan constitutes our Understanding of the landscape requirements listed In the ordinance. Changes and
modMcatIons may be requested by the city blued on applicant Information, public input, council decisions, etc.
15. The landscape contractor shall be responsible for obtaining any permits and coordinating Inspections se required
throughout the work process.
18. Landscape Contractor Is responsible for coordination with the General Contractor, to protect the new Improvements
on end off-site during landscape work activitlee. Report any damage to the General Contractor' Immediately.
17. Prorlde & Install 4* Imported, shredded hardwood mulch around base of existing trees to remain that have a drip-line
within the tree protection fencing. Provide water to existing trees to remain throughout construction, no lass than 1' of
water , twice per meet from June 30 through August 30.
EX. 4" NORWAY MAPLE
(NOT TAGGED)
!:ME HAVEN
STRUCTURAL ENGINEERING
www.SafeHavenSE.com MINNEAPOLIS, at,
I HEREBY CERTIFY that this pion, specification or
report was prepared by rue or under my direct
supervision and that I on a duly Licensed Professional Engineer under the lows of the State
of Minnesota.
SIGNATURE: z.12/aZ-
PRINTED NAME: Derek 0 Phillips
DATE: 09/10/15 REG. sod 47507
MARK DATE DESCRIPTION
6021 KELLOGG
AVENUE
EDINA, MN
H554x4x1/4" STEEL PILES
@ 3'-0" 0.C., TYP.
OPTION: IF 3/4" PLYWOOD OR OSB IS USED,
INSTALL HSS4x4x1/4" STEEL PILES
@ 2'-0" 0.C., EMBEDED 10-6", MIN. PROPERTY LI S-0"
1
STRUCTURAL NOTES FOR TEMPORARY RETAINING WALL:
1. BUILD PER THE 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE 2015
MINNESOTA STATE BUILDING CODE (MSBC)
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.
/ NEIGHBORING FOUNDATION 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES
/ W/ FROST PROTECTED FOUND BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS.
/ FOUNDATION, MIN. APPLIES THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE CONDITIONS AND /
/ NO SURCHARGE LOAD TO DIMENSIONS SHOWN ON THESE DRAWINGS DURING CONSTRUCTION.
/ TEMP. RETAINING WALL. / 10 DO NOT EXCAVATE BELOW THE TEMPORARY RETAINING WALL, ADD SOIL BEHIND THE
NEW FOUNDATION (SEE PLAN) WALL, DRIVE A VEHICLE NEAR THE TOP OF THE WALL OR APPLY ANY ADDITIONAL
6'-0" AWAY FROM PROPERTY SURCHARGE LOAD WITHOUT AUTHORIZATION FROM THE ENGINEER.
LINE, MIN.
DETAIL - SHORING AT NEW FNDN. WALL
1/2=1-0'
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 PLYVVOOD 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 (FE = 42 KSI, MIN.), STEEL PLATES (Fb = 36 KSI, MIN.), 3/4" PLYWOOD
(40/20 SPAN RATING, MIN.), 2512 WOOD LAGGING (Fb = 1500 PSI, MIN.)
15 USE OF THESE DRAWINGS IS PROHIBITED FOR OTHER PROJECTS, ADDITIONS TO OR
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.
n
1/4" THICK STEEL PLATE, MIN. PROJECT diCe 15361
FILE. 15361_SP1.DWG
DRAWN BY. DOP
DATE: SEPTEMBER 10, 2015
COPYRIGHT: SAFE HAVEN SE
SHEET TITLE:
SHORING PLAN
SP1