HomeMy WebLinkAbout04 - Overall Plan and revised site plan - 5-1-2019 21654 - C2.06 and C3.01HUDSON BLVD N
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PULTE DEVELOPMENT
PULTE
DEVELOPMENT
CONTINENTAL DEVELOPMENT12.85 AC
SCALE IN FEET
0 200100
NORTH
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
EAV CJL
EAV
PRELIMINARY 4/12/2019
21654
PREL
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4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
May 01, 2019 - 10:02am - User:mlarson L:\PROJECTS\20355\CAD\Civil\Exhibit\20355 Dale Properties Exhibit.dwg
C2.06
OVERALL
DEVELOPMENT
PLAN
HUDSON BLVD N
B20E
BLDG 5B
FFE=1006.35
GFE=1006.02
B20E
BLDG 6A
FFE=XXX.X
GFE=XXX.X
B20E
BLDG 8A
FFE=1004.85
GFE=1004.52
B20E
BLDG 7B
FFE=1004.60
GFE=1004.27
B20E
BLDG 4B
FFE=1006.65
GFE=1006.32
B20E
BLDG 3A
FFE=1006.20
GFE=1005.87
B20E
BLDG 2B
FFE=1005.47
GFE=1005.14
B20E
BLDG 1A
FFE=1005.50
GFE=1005.17
B20E
BLDG 14A
FFE=1001.75
GFE=1001.42
B20E
BLDG 9B
FFE=1003.00
GFE=1002.67
B20E
BLDG 11B
FFE=1003.00
GFE=1002.67
B20E
BLDG 10A
FFE=1002.50
GFE=1002.17
B20E
BLDG 12A
FFE=1003.00
GFE=1002.67
B20E
BLDG 13B
FFE=1002.50
GFE=1002.17
6G
GFE=1004.95
6G
GFE=1004.05
6G
GFE=1001.90
6G
GFE=1001.85
6G
GFE=1001.85
6GS-2
GFE=1000.50
MG-P
GFE=1000.90
CLUBHOUSE
FFE=1005.00
B20E
BLDG 6B
FFE=1006.10
GFE=1005.77
ADA
B20E
BLDG 15B
FFE=1002.20
GFE=1001.87
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Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
EAV CJL
EAV
PRELIMINARY 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
4/12/201954914
Eric A. Vogel
PREL
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4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
SCALE IN FEET
0 10050
NORTH
May 01, 2019 - 10:02am - User:mlarson L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE.dwg
C3.01
SITE PLAN
AREA
GROSS SITE AREA
BUILDING INFORMATION
B20E (20 DU/BUILDING)
TOTAL RESIDENT BUILDINGS
GENERAL HOME MIX
STUDIO
1-BEDROOM
2-BEDROOM
3-BEDROOM
TOTAL HOMES
ZONING
EXISTING ZONING
PROPOSED ZONING
PARKING INFORMATION
GARAGE TOTALS:
NUMBER OF ATTACHED
MAINTENANCE GARAGES
NUMBER OF STAND ALONE
TOTAL GARAGE
PARKING REQUIRED PER CODE
SURFACE PARKING AMOUNT
TOTAL PARKING PROVIDED
UNIT PARKING RATIO
COVERED PARKING RATIO
CLUBHOUSE PARKING
*INCLUDED IN PARKING CALCS
1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
2.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER
DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB.
COORDINATE WITH GRADING CONTRACTOR.
4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.
6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE
LOCATIONS.
7.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT
POLE.
8.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
9.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE
OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE
MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08%
(1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA
ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS
THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR.
10."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY.
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SAWCUT LINE
NUMBER OF PARKING
STALLS PER ROW
SIGN
PIPE BOLLARD
STANDARD DUTY
ASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
DEVELOPMENT SUMMARY DEVELOPMENT NOTES KEY NOTES
WETLAND LIMITS
TREELINE
BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS
TRASH/RECYCLING PICKUP AREA - SEE ARCHITECTURAL PLANS
MAIL KIOSK - SEE ARCHITECTURAL PLANS
POOL - SEE ARCHITECTURAL PLANS
MONUMENT SIGN - SEE ARCHITECTURAL PLANS
VEHICLE GATE - SEE ARCHITECTURAL PLANS
TRANSFORMER - LOCATION TBD
741,214 SF 17.02 AC
QUANTITY HEIGHT
15 UNITS 2-STORY / 35'
15 UNITS
HOMES PERCENTAGE
30 10%
120 40%
120 40%
30 10%
300 100%
RURAL DEVELOPMENT TRANSITIONAL
URBAN HIGH-DENSITY PLANNED UNIT (HDR.PUD)
120 GARAGES
1
42 GARAGES
163 GARAGES
525 SPACES
399 SPACES
562 SPACES
1.87
0.29
17 SPACES
(24 ADA)
XX
XX
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
CONCRETE SIDEWALK
DETAILS
A
B
C
D
E
F
G
B-612 CONCRETE CURB AND GUTTER - SEE SHEET C9.0101
B-618 CONCRETE CURB AND GUTTER - SEE SHEET C9.0102
TAPERED CURB - SEE SHEET C9.0103
4' SIDEWALK - SEE SHEET C9.0104
5' SIDEWALK - SEE SHEET C9.0105
STOP SIGN - SEE SHEET C9.0106
ACCESSIBLE PARKING SIGN - SEE SHEET C9.0107
ACCESSIBLE PARKING STALL - SEE SHEET C9.0108
ARCHITECTURAL
CONCRETE
DETAIL XX
CHAIN LINK FENCE - SEE ARCHITECTURAL PLANSH
DECORATIVE WOODEN FENCE - SEE ARCHITECTURAL PLANSI
CHAIN LINK FENCE
DECORATIVE
WOODEN FENCE
AIR CONDITIONING
UNIT
VALLEY GUTTER - SEE SHEET C9.0109
BITUMINOUS PATHJ