HomeMy WebLinkAbout6.c. Request by Public Storage for a Major Amendment to the Secure Mini Storage Planned Unit Development
EXECUTIVE SUMMARY
Planning Commission Meeting: April 24, 2018
Tentative City Council Meeting: May 15, 2018
AGENDA ITEM: Case 18-20-AMD Request by Public
Storage for a Major Amendment to the
Secure Mini Storage Planned Unit
Development
AGENDA SECTION:
Public Hearing
PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 6.c.
ATTACHMENTS: Site Location Map; Existing Conditions
Survey; Secure Mini Storage Master
Development Plan; Site Plan; Grading
Plan; Utility Plan; Photometric Plan;
Landscape Plan; Architectural Elevations;
Engineer’s Memo dated April 17, 2018;
Minutes from May 12, 1998 Planning
Commission Meeting; Planning
Commission Packet from May, 12, 1998
APPROVED BY: K.L.
RECOMMENDED ACTION: Motion to recommend the Council Approve the Major
Amendment to the Secure Mini Storage Planned Unit Development to Construct an
Enclosed Self Storage Facility, subject to the following conditions:
1. Provision of a landscape surety in the amount of $1,980
2. Approval and recording of an updated easement agreement for the drainage and
utility easement located interior to the site
3. Selection and placement of the rooftop mechanical equipment so that the parapet
wall shields the equipment from public view
4. Non-essential lighting shall be turned off after business hours
5. Approval of a sign permit application for any new signage on the site
6. Provision of a $50,000 bond or letter of credit for work to connect to city utilities
within Chippendale Avenue
7. Payment of $45,355.51 for offsite ponding
8. Conformance with all requirements of the City Engineer as detailed in the Engineer’s
Memo dated April 17, 2018
SUMMARY
Applicant: Public Storage
Property Owner: Secure Mini Storage Limited Partnership
Location: 15854 Chippendale Avenue
Area in Acres: 5.3 Acres
Comp. Plan Designation: BP-Business Park
Current Zoning: BP-Business Park
2
Public Storage is requesting a Major Amendment to the Secure Mini Storage planned unit development to
construct a 122,691 square foot enclosed self-storage facility at the location of the Public Storage self-
storage site located at 15854 Chippendale Avenue. The new building will contain storage units as well as
an office and a parking bay for enclosed loading and unloading. Staff is recommending approval of the
Major Amendment.
BACKGROUND
The subject property has been the site of a self-storage facility since the planned unit development
agreement and master development plan for the site was approved and the current facility constructed in
1998. The original PUD indicated six future storage buildings on the development site similar in style to
the existing buildings on the site. The proposed amendment to the PUD would eliminate the exterior-
style storage buildings with a single enclosed structure. At the time of the original PUD approval, a
deviation from the building setback standard of 30 feet from the rear property line was granted. The
proposed building being reviewed with the current amendment request meets the City Code’s rear yard
setback requirements so no deviation from the setback standards is required. The building elevations
provided by the applicant indicate that, in addition to masonry finishes and architectural accents, EIFS will
be used for a significant portion of the exterior surfaces. EIFS is generally not permitted, and its use
would be a deviation from the City Code included in the PUD amendment. In comparison to the existing
buildings the new structure is a significant improvement and much more consistent with current ordinance
standards. Approximately 50% of the building will feature various brick face finishes and staff finds that
the architectural plans submitted acceptable. Staff is recommending approval of the Major Amendment to
the Secure Mini Storage Planned Unit Development, subject to conditions.
MAJOR AMENDMENT TO THE PUD AGREEMENT
Amendments to approved master development plans may be approved by the City Council following
review by the planning commission. The notification and public hearing procedure for a Major
Amendment is the same as that of the original approval. An amendment is determined to be major if it:
1. Substantially alters the location of buildings, parking areas or roads.
2. Increases or decreases the number of residential dwelling units by more than five percent (5%).
3. Increases the gross floor area of nonresidential buildings by more than five percent (5%) or
increases the gross floor area of any individual building by more than ten percent (10%).
4. Increases the number of stories of any building.
5. Decreases the amount of open space by more than five percent (5%) or alters it in such a way as to
change its original design or intended use.
6. Creates noncompliance with any special condition attached to the approval of the master
development plan.
In this case, the proposed project increases the gross floor area by more than five percent, increases the
number of stories, and decreases the amount of open space by more than five percent. Therefore, the
proposed project requires a major amendment to the Secure Mini Storage Planned Unit Development
agreement.
SITE PLAN REVIEW
Building Massing and Materials
The applicant has submitted plans detailing the exterior building elevations. The building is largely a
rectangular structure with a parapet at the northwest corner of the building featuring extensive glazing.
This is the access to the office and the front of the building, facing the residential homes across the street.
The exterior surfaces of the building are earth tones with the exception of architectural details that are
3
orange in color. The surface materials are a combination of facebrick and EIFS. The facebrick is along
the bottom of the building for visual weight and extends upward at regular intervals giving a column
effect. The non-masonry material is EIFS which is not permitted in the BP Business Park zoning district,
so a deviation from the City Code is requested by the applicant. Similar to other recent projects there is
development on the site which does not comply with current standards. The next phases of development
should be upgraded from the current standard but may not comply with all ordinance criteria. In this
instance the more public views have significantly upgraded materials as compared to the other existing
storage buildings. Staff believes the design and materials are consistent with the intent of the ordinance
design requirements and can support the deviation.
The north side of the building includes an enclosed vehicle bay that allows customers to load and unload
in an enclosed area that is protected from the elements and offers a degree of security. The bay features
exterior finishes that match the rest of the building as well as transparent garage doors.
Setbacks
The project meets all the setback requirements for the BP zoning district, including the required additional
setback for properties adjacent to railroads and along collector streets. The building itself is 42.07 feet
from the rear lot line that is adjacent to the railroad. The proposed front yard setback is 77.38 feet and the
side yard setback to the north of the building is 271 feet. The driveway/parking areas also meet the
setback requirements for the BP zoning district.
Setback Standard Increased Setback Total Setback Required Proposed
Front 30 feet 10 feet 40 feet 77.38 feet
Side 10 feet 20 feet 30 feet 271 feet
Rear 10 feet 30 feet 40 feet 42.07 feet
Drives/Parking, Front 20 feet n/a 20 feet 47 feet
Drives/Parking, Rear 10 feet n/a 10 feet 10 feet
Drives/Parking, Side 10 feet n/a 10 feet 208 feet
Parking
The City Code parking requirement for self-storage facilities is one parking stall for every 6,000 square feet
of storage space. The applicant anticipates the maximum area of storage space within the building to be
75% of the overall square footage, or 85,883 square feet. Therefore, a total of 15 parking spaces are
required. The plans provided by the applicant show 14 exterior parking stalls, two of which are van-
accessible, and an additional 6 stalls within the interior loading area for a total of 20 parking stalls. This
amounts to 1 parking stall for every 4,294 square feet of storage area.
Landscaping
The application materials include a landscaping plan that meets the City Code requirements for the BP-
Business Park zoning district. Specifically, the code requires one over story tree for every 3,000 square feet
of land area and 1 foundation planting for every 10 linear feet of perimeter fencing. The landscaping plan
indicates a total of 30 trees and 86 shrubs. There are currently a large number of trees along the northern
boundary of the site. These trees and trees along the boulevard will remain. Six new over story trees will
be planted in the grassy areas around the building, and one tree will be planted in the boulevard. Most of
the foundation shrubbery will be located along the perimeter fence and around the proposed monument
sign with some shrubbery located near the trash enclosure and the entrance to the building. A condition
requiring the provision of a landscaping surety in the amount of $1,980 ($300x 6 trees plus 10%) is
included in the recommendation.
The landscape plans also indicate that the development will be under the maximum lot coverage for the
BP zoning district. City Code allows no more than 75% of the site to be covered with impervious surfaces.
The proposed improvements will result in a lot coverage percentage of 41.2%, leaving ample room for
4
future improvements if needed.
Trash Enclosure
The plans indicate that a trash enclosure will be provided just to the east of the majority of the parking.
The enclosure will be constructed of material that meets the City Code requirements and of a color that
matches the exterior of the proposed building.
Lighting
Site lighting will be provided by units mounted on the exterior building walls. The applicant has included a
photometric plan that indicates the lighting meets the requirements of the City Code, no more than 0.5
lumens at any residential property line or 1.0 lumen at any nonresidential property line. Additionally, all
lighting fixtures detailed in the plans are designed to direct light toward the ground. All nonessential
lighting will be turned off after business hours, in accordance with City Code.
Traffic Circulation
The plans indicate that an additional entrance will be located at the intersection of Chippendale and 158th
Street West approximately 325 feet north of the existing entrance. A 26’ wide drive lane will be located
around the entire building. A six foot high, steel tube perimeter fence is proposed around the eastern
portion of the building and surface parking/driveway with two gates to allow ingress and egress for both
customers of the storage facility and also emergency vehicles.
Engineering
The City’s project engineer has reviewed the plans provided by the applicant. Comments by the project
engineer are contained in the Engineer’s Memo dated April 17, 2018. The plans provided indicate a
stormwater detention pond will be located in the northwest corner of the development site. Geronime
Pond to the west of the site has been designed to accommodate the stormwater requirements for the site,
rendering the proposed pond unnecessary except to manage discharge rates into the stormwater system.
Changes to the grading plan to reduce the size of the ponding can be updated with the grading permit
application. Other comments from the engineer relate to the location of sewer and water connections
along Chippendale Avenue.
RECOMMENDATION
Based on the information provided by the applicant and reviewed in this report, staff is recommending
approval of the Major Amendment to the Secure Mini Storage Planned Unit Development to allow
construction of an enclosed self-storage facility, subject to conditions.
PUBLIC STORAGE
SITE AREA = 5.22 AC
CANOPY = 2,149 SF
FOOTPRINT = 40,897 SF
3 STORIES
TOTAL BUILDING = 122,691 SF
FFE = 947.00
5' GRID
OFFICE
T
LOBBY
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UT
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66.445.0
20.0
25.0
20.7
60.7201.3 66.4131.4concreteblockbuildingconcreteblockbuilding15854 Chippendale Avenue
Rosemount,Minnesota
concrete block building 13,366 sq.
ft.HC
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CHIPPENDALEAVENUE(100'R.O.W)S00LINERAILROAD(100'R.O.W)EXISTING MULTIFAMILY
EXISTING STORAGE FACILITY
1
2
TYP
2
TYP
2
TYP
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TYP
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TYP
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17
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19
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2121
23
24 60'DRAINAGEANDUTILITYEASEMENT20 80'BUILDINGSETBACK30'BUILDINGSETBACK
REDEVELOPMENT AREA
62.61'BUILDING SETBACK
REDEVELOPMENT AREA
REDEVELOPMENT AREA
REDEVELOPMENT AREA
SITE LEGEND
EXISTING EASEMENT
1
PROPOSED CONCRETE PAVING
X
PROPOSED TRASH ENCLOSURE CONCRETE PAVING
EXISTING FIRE HYDRANT
SITE PLAN
C1.1
LEGAL DESCRIPTION
THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER LYING WEST OF STATE TRUNK
HIGHWAY NO. 3, EXCEPTING THEREFROM THE RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE, ST.
PAUL, AND PACIFIC RAILROAD COMPANY (NOW CALLED SOO LINE RAILROAD), ALL IN SECTION 32,
TOWNSHIP 115, RANGE 19, ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY THEREOF
AND SITUATED IN DAKOTA COUNTY, MINNESOTA.
ABSTRACT PROPERTY.
BASIS OF BEARING
THE DAKOTA COUNTY COORDINATE SYSTEM (NORTH AMERICAN DATUM OF 1983, 2011
ADJUSTMENT) AS SHOWN HEREON.
BENCHMARK
MNDOT 1921 S
IN ROSEMOUNT, AT THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN
ROSEMOUNT, AT TRUNK HIGHWAY 3 MILEPOINT 32.45, 62.1 FEET NORTHWEST OF TRUNK
HIGHWAY 3, 83.1 FEET SOUTH OF EASTBOUND COUNTY ROAD 42 FOG LINE OF TURN LANE, 6.1
FEET SOUTHEAST OF CHAIN LINK FENCE, 5.6 FEET SOUTHEAST OF A WITNESS POST.
ELEVATIONS = 958.427 FEET (NAVD 88)
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD
SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE
CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
Know what's
before you dig.
SURVEYOR TO OBTAIN AUTOCAD FILE FROM ENGINEER AND
VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO
CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL
BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO
ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL
AND VERTICAL LOCATIONS SHOWN ON THE DESIGN
CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION
STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER
AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER
STAKING OR CONSTRUCTION WORK.
NOTE: ALL DIMENSIONS SHOWN ARE FLOWLINE TO FLOWLINE
UNLESS OTHERWISE NOTED.
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY
MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED
SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THEIR COST.
NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY
COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS
RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO
COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR
TO STARTING WORK
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
PS0000046
3/27/2018
1
SCALE: 1"=30'
0 15 30
NOTES
1.ALL CURB AND GUTTER IS CATCH CURB UNLESS NOTED OTHERWISE.
2.ALL DIMENSIONS ARE MEASURED FROM THE FLOWLINE UNLESS NOTED OTHERWISE.
3.ALL CURB AND GUTTER SHALL BE 6" VERTICAL WITH 12" GUTTER.
4.ALL IMPROVEMENTS SHALL BE PERFORMED IN A SINGLE PHASE OF CONSTRUCTION.
5.SECURITY FENCE REQUIRES APPROVAL BY SEPARATE PERMIT.
6.THE PROPOSED STORM SYSTEM AND STORMWATER DETENTION FACILITY ONSITE IS
PRIVATELY OWNED AND MAINTAINED.
SITE SCHEDULE
EXISTING CURB AND GUTTER TO REMAIN1
2
3
4
5
6
7
8
INSTALL 6" STEEL KEYPAD BOLLARD
PAINT ADA ACCESSIBLE AISLE STRIPING 4" WHITE PAINT, ANGLED 45° @ 3'-0" O.C.
PAINT ADA ACCESSIBLE PARKING SPACES AND INSTALL "ACCESSIBLE PARKING ONLY" SIGN
PROPOSED SAW CUT LINE
INSTALL TRASH ENCLOSURE (REF ARCH. PLANS FOR DETAILS)
INSTALL CURB AND GUTTER
INSTALL ADA RAMP
9 INSTALL MONUMENT SIGN (50 SF PER FACE)
10 INSTALL CONCRETE WHEEL STOP
OUTLINED IN BLUE WITH "NO PARKING" IN 12" WHITE LETTERING AT END OF SPACE
11
12
13
INSTALL DETECTABLE WARNING STRIP
INSTALL SWING GATE WITH KNOX BOX OR CITY APPROVED EQUAL
INSTALL 5' X 5' CONCRETE TRANSFORMER PAD
14
15 INSTALL 4" WHITE PARKING STRIPE
16
17
INSTALL 6' HIGH TUBE STEEL FENCE
INSTALL CHOP GATE WITH KNOX BOX OR CITY APPROVED EQUAL
18 INSTALL 5' CONCRETE SIDEWALK
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND PERMITTING OF
PROPOSED REDI ROCK RETAINING WALL.
19 PAINT 4" WHITE STRIPE
SITE TABLE
SIDEWALK
CONCRETE 4,500 SF
STANDARD DUTY
ASPHALT 89,200 SF
TRASH
ENCLOSURE
CONCRETE
200 SF
20 INSTALL WALL MOUNTED KEYPAD
21 INSTALL 6" STEEL BOLLARD
22 INSTALL DEPRESSED CURB
23 INSTALL RIPRAP
24 INSTALL STOP SIGN
PARKING TABLE
PROPOSED
STORAGE AREA 85,883 SF
STANDARD
PARKING 12 SPACES
ADA PARKING 2 SPACES
INTERIOR LOADING
PARKING 6 SPACES
TOTAL PARKING 20 SPACES
PROVIDED 1 SPACE/4294 SF
OF STORAGE AREA
REQUIRED*
PARKING
85,883/6000 = 14.34
SPACES
PROVIDED
PARKING
85,883/4294 = 20
SPACES
*REQUIRED PARKING: 1 SPACE/6000 SF OF
STORAGE AREA
REDEVELOPMENT AREA
EXISTING PROPOSED
IMPERVIOUS AREA 3,582 SF (0.08 AC) (1.6%)90,169 (2.07 AC) (41.2%)
PERVIOUS AREA 215,720 SF (4.95 AC) (98.4%)128,994 SF (2.96 AC) (58.8%)
TOTAL AREA 219,302 SF (5.03 AC)219,302 SF (5.03 AC)
XXXX
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CBCHIPPENDALE AVENUE(100' R.O.W)S00 LINE RAIL ROAD(100' R.O.W)EXISTING MULTIFAMILY
EXISTING STORAGE FACILITY
PUBLIC STORAGE
SITE AREA = 5.22 AC
CANOPY = 2,149 SF
FOOTPRINT = 40,897 SF
3 STORIES
TOTAL BUILDING = 122,691 SF
FFE = 947.00
5' GRID
OFFICE
T
LOBBY
COCOCO CO CO
COCOCOCOCO
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UTUT
UT NO PARKING940
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8946947 948948PC 45.08PC44.51
PC, ME44.04
ME 42.74
PC 43.58 PC 44.14
PC 45.63
PC, HP46.35
FL 46.68
LP 46.00
HP 46.47
FL 46.00
FL 47.00
FL 47.00
TC 47.00
TOS47.00
FL 46.06
FL 46.00
FL 46.29
HP 47.46FL46.02
FL46.72
TC46.92
FL46.92
FL47.00
FL47.00
TC47.00
TOS47.00
PC45.84
PC45.60
PC45.69FL46.21
TC46.71
FL46.18
TC46.68 PC45.90
PC45.83
PC45.78
PC45.80
LP, TOG44.91
95
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955
94
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RIM42.00
INV37.00
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RIM44.83 RIM44.29 RIM46.52 RIM 47.95
FG45.97FG46.02 GBHP46.08
TOS47.00
TOS47.00
FL46.11TC46.11GBGB
LP 45.00
FL 46.42
TC 46.92
3:1 MAX1.97%2.00%
TOS44.30TOS43.93
TOS43.69
TOS43.93TOS43.58
BW 46.71
TW 48.71
BW 45.57
TW 47.57
BW 45.68
TW 47.68
22.7
7
%
26.0
9
%
29.0
5
%
28.
0
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%4:14:1
4:14:1
40
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LP, TOG45.28
PC46.47
PC46.34
PC46.11
PC45.69
FL 45.72
FL 45.94
FL 46.08
ME 46.56
ME, TOG45.69
FL 46.08
TOG45.22
GB
HP 45.66
GB
FL 46.82
TC 46.92
HP 46.94
FL 46.42
TC 46.92
FL 46.42
TC 46.92FL46.92
TC 46.92
PC 43.10
DETENTION AND WQ POND
DETENTION REQ'D: 61,214 FT³
INITIAL ABSTRACTION VOLUME: 18,948 FT³
100-YR WL: 941.59
10-YR WL: 940.94
2-YR WL: 939.80
WQWL: 938.74
POND TOP: 942.00
BOND BOTTOM: 937.00
FL 46.92
TC 46.92
FL 46.42
TC 46.92
40
37
38
39
41
42
40
37
38
39
41
42
45
43
44
46
40
37
38
39
41
42
RIM42.79
FG46.74
FG46.74 FG46.74
SITE LEGEND
PROPERTY BOUNDARY LINE
RIGHT-OF-WAY LINE
ADJACENT PROPERTY BOUNDARY LINE
SETBACK LINE
EXISTING EASEMENT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPOSED DEPRESSED CURB AND GUTTER
PROPOSED BUILDING
PROPOSED SWALE
1 PARKING COUNT
PROPOSED CONCRETE PAVING
PROPOSED HEAVY DUTY CONCRETE PAVING
PROPOSED STANDARD DUTY ASPHALT PAVING
PROPOSED HEAVY DUTY ASPHALT PAVING
EXISTING FENCEX
PROPOSED FENCE
EXISTING WALL
PROPOSED WALL
PROPOSED GUARDRAIL
PROPOSED HANDRAIL
EXISTING SIGN
PROPOSED SIGN
PROPOSED FIRE HYDRANT
PROPOSED TRASH ENCLOSURE CONCRETE PAVING
EXISTING FIRE HYDRANT
GRADING LEGEND
5839 EXISTING MINOR CONTOUR
5840 EXISTING MAJOR CONTOUR
36 PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR35
40.0 PROPOSED SPOT ELEVATION
CATCH CURB AND GUTTERC
SPILL CURB AND GUTTERS
TRANSITION FROM CATCH TO SPILLT
FINISHED FLOOR ELEVATIONFFE
TOP OF CURBTC
FLOWLINEFL
FINISHED GRADEFG
TOP OF GRATETOG
RIM ELEVATIONRIM
POINT OF CURVE RETURNPC
LOW POINTLP
TOP OF SIDEWALKTOS
TOP OF RAMPTR
EXISTING STORM SEWER12''STM
PROPOSED STORM SEWER
HIGH POINTHP
BOTTOM OF RAMPBR
TOP OF WALLTW
BOTTOM OF WALLBW
MATCH EXISTINGME
GRADE BREAKGB
GRADING PLAN
C2.1
LEGAL DESCRIPTION
THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER LYING WEST OF STATE TRUNK
HIGHWAY NO. 3, EXCEPTING THEREFROM THE RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE, ST.
PAUL, AND PACIFIC RAILROAD COMPANY (NOW CALLED SOO LINE RAILROAD), ALL IN SECTION 32,
TOWNSHIP 115, RANGE 19, ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY THEREOF
AND SITUATED IN DAKOTA COUNTY, MINNESOTA.
ABSTRACT PROPERTY.
BASIS OF BEARING
THE DAKOTA COUNTY COORDINATE SYSTEM (NORTH AMERICAN DATUM OF 1983, 2011
ADJUSTMENT) AS SHOWN HEREON.
BENCHMARK
MNDOT 1921 S
IN ROSEMOUNT, AT THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN
ROSEMOUNT, AT TRUNK HIGHWAY 3 MILEPOINT 32.45, 62.1 FEET NORTHWEST OF TRUNK
HIGHWAY 3, 83.1 FEET SOUTH OF EASTBOUND COUNTY ROAD 42 FOG LINE OF TURN LANE, 6.1
FEET SOUTHEAST OF CHAIN LINK FENCE, 5.6 FEET SOUTHEAST OF A WITNESS POST.
ELEVATIONS = 958.427 FEET (NAVD 88)
CAUTION - NOTICE TO CONTRACTOR
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD
SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE
CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
Know what's
before you dig.
SURVEYOR TO OBTAIN AUTOCAD FILE FROM ENGINEER AND
VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO
CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL
BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO
ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL
AND VERTICAL LOCATIONS SHOWN ON THE DESIGN
CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION
STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER
AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER
STAKING OR CONSTRUCTION WORK.
NOTE: ALL DIMENSIONS SHOWN ARE FLOWLINE TO FLOWLINE
UNLESS OTHERWISE NOTED.
Date Issue / Description#
STAMP
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
COPYRIGHT
CLIENT LOGO
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
Init.
NOT FOR CONSTRUCTION
Date:
Drawn By:
Project No:
Checked By:H:\Public Storage\MN, Rosemount - PS00000046 - 15854 Chippendale Ave W\CADD\3 CD\PS046_C2.1-Grading Plan.dwg - Sean Franklin - 2015-04-16PUBLIC STORAGECIVIL CONSTRUCTION DRAWINGS15854 CHIPPENDALE AVENUE WESTROSEMOUNT, MINNESOTACLIENT LOGO
PS0000046
3/27/2018
1 JKG3/27/18 1ST CITY SUBMITTAL
NOTE: CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL
INFORMATION FOR FINAL ACCEPTANCE OF WORK FOR ANY
LOCAL, STATE OR FEDERAL AGENCY, UTILITY DISTRICT OR ANY
OTHER AGENCY OR DISTRICT HAVING APPROVAL AUTHORITY
OVER WORK. THIS INFORMATION MAY INCLUDE, BUT IS NOT
LIMITED TO, AS-BUILT PLANS, CERTIFICATIONS, INSPECTIONS
AND REPORTS.
NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS,
TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR
INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK
FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING
AGENCY.
SOIL PREPARATION AND PAVEMENT DESIGN NOTE
SOIL PREPARATION AND PAVEMENT DESIGN SHALL BE PER RECOMMENDATIONS FROM A
GEOTECHNICAL REPORT PREPARED FOR THIS SITE AS FOLLOWS: GEOTECHNICAL
ENGINEERING EXPLORATION AND ANALYSIS: PROPOSED PUBLIC STORAGE FACILITY
GEOTECHNICAL ENGINEER: GILES ENGINEERING
ASSOCIATES, INC.
PROJECT NO: 1G-1709014
THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION.
INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING INFORMATION
CONTAINED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. REFER TO GENERAL
STRUCTURAL NOTES FOR SPECIFIC SOIL PREPARATION AT SITE STRUCTURES.
SCALE: 1"=30'
0 15 30
NOTES
1.ADD 900 TO ALL SPOT ELEVATIONS.
2.CONTRACTOR SHALL FIELD VERIFY GRADES IN THE LOCATIONS INDICATED AT THE TIME OF
CONSTRUCTION. CARE SHALL BE TAKEN TO MATCH EXISTING GRADES AT PROPERTY LINE
TO ENSURE A SMOOTH TRANSITION BETWEEN PROPOSED ASPHALT PAVEMENT AND
ADJACENT PROPERTY.
3.RIM ELEVATION FOR INLETS ARE FLOWLINE GRADES AND DO NOT TAKE INTO ACCOUNT
LOCALIZED LOWERINGS PER INLET DETAILS.
1.REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. DRAWINGS AND SPECIFICATIONS
SHOWING OTHERWISE NOTWITHSTANDING. CONTRACTOR TO POINT OUT ANY
DISCREPANCIES TO THE OWNERS REPRESENTATIVE PRIOR TO BID.
2.NO WORK IS TO BEGIN UNTIL ALL PERMITS HAVE BEEN OBTAINED.
3.FINAL GRADES ARE SUBJECT TO MINOR CHANGE BY COMPANY REPRESENTATIVE. NO GRADE
CHANGES IN EXCESS OF 0.05' WITHOUT COMPANY APPROVAL. ANY CHANGES ARE SUBJECT
TO CITY OF ROSEMOUNT APPROVAL.
4.THIS DESIGN IS BASED ON A SOIL AND FOUNDATION INVESTIGATION. A COPY OF THIS
REPORT IS AVAILABLE FOR INSPECTION BY THE CONTRACTORS.
5.ALL LANDSCAPING AREAS SHALL BE GRADED TO WITHIN 0.10' WITH COMPANY APPROVED
TOP SOIL TO A MINIMUM 6" DEPTH.
6.ALL SPOT GRADES SHOWN ARE TO FLOWLINE UNLESS OTHERWISE NOTED.
7.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OF ONSITE
SEDIMENTS ONTO SURROUNDING PUBLIC STREETS DURING CONSTRUCTION. REFER TO
EROSION CONTROL PLANS AND DETAILS FOR INFORMATION.
8.GENERAL CONTRACTOR TO PROVIDE BARRICADE PROTECTION WITH FLASHING LIGHTS
AROUND ALL FOOTINGS, EXCAVATIONS AND ALL OFFSITE WORK.
9.SEE THE SITE SURVEY FOR SURVEY INFORMATION AND LEGAL DESCRIPTION.
10.THE PROPOSED STORM SYSTEM AND STORMWATER DETENTION FACILITY ONSITE IS
PRIVATELY OWNED AND MAINTAINED.
11.IN LANDSCAPING AREAS ADJACENT TO PROPOSED BUILDING, MINIMUM SLOPE SHALL BE 5%
FOR THE FIRST 4'.
12.GC SHALL BE RESPONSIBLE FOR DESIGN AND PERMITTING OF PROPOSED REDI ROCK
RETAINING WALL.
GRADING NOTES
6''W1 1/2''WPUBLIC STORAGE
SITE AREA = 5.22 AC
CANOPY = 2,149 SF
FOOTPRINT = 40,897 SF
3 STORIES
TOTAL BUILDING = 122,691 SF
FFE = 947.00
5' GRID
FUTURE BUILDING
17,150 SF PER FLOOR
3 STORIES
51,450 SF TOTAL
FFE = 947
8''W 8''W 8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WOFFICE
8''W 8''W 8''W
T
LOBBY
G G
OHE
UE UE UE UE UE
UEUEUEUT
UTUT
UT
6 NO PARKING6
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UTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTXXXXXXXXXXXXXXXXXXXXUEUE UE UE
UEUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTGGGGGGGGGGGGGGGG G
G
GUT
UT
U
T
U
T
201.3
66.445.0
20.0
131.425.0
20.7
60.710.0
201.3 66.4131.412''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS
12''
S
S
12''S
S
12''S
S
12''S
S
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
8''SS
6''W
6''W
6''W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS15''STM15''STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STMconcrete block buildingconcrete block building15854 Chippendale Avenue
Rosemount, Minnesota
concrete block building 13,366 sq.
ft.OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12" DIP8" DIP
12" DIP
8''W 8''W 8''W 8''W 8''W 8''W8''W8''W 8''W 8''W
8" DIP
6" DIP
8" DIP 8" DIPHC
WWW W W W WW W W
TP
G
PP
PP
PPTP
PP
T
GM
S
CB
CB
S
ST
ST
S
S
S
CBCB
S
CBCB
S S
ST
SS
CO
S
N89°33'56"E 579.30'
CBCHIPPENDALE AVENUE(100' R.O.W)S00 LINE RAIL ROAD(100' R.O.W)EXISTING MULTIFAMILY
EXISTING STORAGE FACILITY
MH-206
5'Ø FLAT TOP MH
RIM=947.94
INV IN=940.22
INV OUT=940.02
MH-204
5'Ø FLAT TOP MH
RIM=946.52
INV IN=939.32
INV IN=939.32
INV OUT=939.12
IN-203
CURB INLET
RIM=945.58
INV IN=938.46
INV OUT=939.59
IN-205
CURB INLET
RIM=945.37
INV IN=939.65
INV OUT=939.45
IN-108
CURB INLET
RIM=945.29
INV IN=939.42
INV OUT=939.22
IN-106
CURB INLET
RIM=945.28
INV IN=938.48
INV OUT=938.28
IN-208
CURB INLET
RIM=944.97
INV OUT=940.70
MH-104
5'Ø FLAT TOP MH
RIM=944.83
INV IN=937.70
INV IN=937.70
INV OUT=937.50
IN-110
CURB INLET
RIM=944.56
INV IN=940.50
INV OUT=940.31
MH-202
5'Ø FLAT TOP MH
RIM=944.30
INV IN=938.46
INV IN=939.46
INV OUT=938.26
FES-102
30" FES
RIM=939.79
INV IN=937.00
18'' RCP 177.64 LF @ 0.50%24'' RCP 147.14 LF @ 0.50%24'' RCP 117.00 LF @ 0.50%30'' RCP 21.41 LF @ 1.00%18'' RCP 96.60 LF @ 0.50%24'' RCP 141.06 LF @ 0.50%24'' RCP 132.24 LF @ 0.50%30'' RCP 111.96 LF @ 0.50%
18'' RCP 25.88 LF @ 0.50%
18'' RCP 25.81 LF @ 0.50%
MH-304
5'Ø MH
RIM=944.03
INV IN=935.65
INV OUT=935.65
OUT-302
OUTLET STRUCTURE
RIM=941.59
INV OUT=936.00
IN-306
ON GRADE CURB INLET
RIM=940.68
INV IN=933.50
18'' RCP 17.61 LF @ 2.00%
18'' RCP 94.53 LF @ 2.27%
EX SAN MH-106
EXISTING SANITARY MANHOLE
RIM=948.13
INV IN=911.25
INV OUT=911.25
SAN MH-104
REPLACE EX MH
W/ DROP MH
RIM=947.86
INV IN=910.62
INV IN=938.38
INV OUT=910.62
DUAL CLEANOUT
DUAL CLEANOUT
RIM=947.28
INV IN=939.96
INV OUT=939.96
SAN CONNECTION
SEWER POINT OF ENTRY
RIM=947.24
INV OUT=940.00
EX MH-102
EXISTING SANITARY MANHOLE
RIM=943.90
INV IN=910.54
INV IN=933.61 12'' PVC 270.80 LF12'' PVC 175.56 LF
8'' PVC 5.00 LF8'' PVC 63.05 LF14
13
13
13
13 12
UT CROSSING
MAINTAIN 1.5' CLR
UT CROSSING
MAINTAIN 1.5' CLR
UT CROSSING
MAINTAIN 1.5' CLR
UT CROSSING
MAINTAIN 1.5' CLR
UT CROSSING
MAINTAIN 1.5' CLR
UT CROSSING
MAINTAIN 1.5' CLR
UT CROSSING
MAINTAIN 1.5' CLR
PROTECT IN PLACE
UT CROSSING
MAINTAIN 1.5' CLR
UT CROSSING
MAINTAIN 1.5' CLR
UT CROSSING
MAINTAIN 1.5' CLR
11
10
8
4
6
3
2
1
MH-103
5'Ø FLAT TOP MH
RIM=942.83
INV IN=937.28
INV OUT=937.18
30'' RCP 29.24 LF @ 0.61%
UTILITY CROSSING
BOT=938.85
TOP=937.35
CLR 1.5±
UTILITY CROSSING
BOT=937.60
TOP=936.10
CLR 1.5±
UTILITY CROSSING
SAN BOT=939.06
WAT TOP=937.56
CLR 1.5±
UTILITY CROSSING
STM BOT=939.35
SAN TOP=911.65
CLR=27.70±
UTILITY CROSSING
STM BOT=939.20
SAN TOP=911.93
CLR=27.27±
UTILITY CROSSING
STM BOT=940.09
SAN TOP=912.26
CLR=27.84±
UTILITY CROSSING
STM BOT=937.54
SAN TOP=911.60
CLR=25.94±
TELEPHONE LINE
TO BE REMOVED
AND REPLACED
5
6
SITE LEGEND
PROPERTY BOUNDARY LINE
RIGHT-OF-WAY LINE
ADJACENT PROPERTY BOUNDARY LINE
SETBACK LINE
EXISTING EASEMENT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPOSED DEPRESSED CURB AND GUTTER
PROPOSED BUILDING
PROPOSED SWALE
1 PARKING COUNT
PROPOSED CONCRETE PAVING
PROPOSED HEAVY DUTY CONCRETE PAVING
PROPOSED STANDARD DUTY ASPHALT PAVING
PROPOSED HEAVY DUTY ASPHALT PAVING
EXISTING FENCEX
PROPOSED FENCE
EXISTING WALL
PROPOSED WALL
PROPOSED GUARDRAIL
PROPOSED HANDRAIL
EXISTING SIGN
PROPOSED SIGN
PROPOSED FIRE HYDRANT
PROPOSED TRASH ENCLOSURE CONCRETE PAVING
UTILITY LEGEND
EXISTING WATER LINE8''W
PROPOSED WATER LINE8''W
EXISTING STORM SEWER12''STM
PROPOSED STORM SEWER
EXISTING SANITARY SEWERSS
PROPOSED SANITARY SEWER
EXISTING GAS LINEG
EXISTING UNDERGROUND ELECTRICALUE
PROPOSED GAS LINEG
PROPOSED UNDERGROUND ELECTRICALUE
EXISTING OVERHEAD ELECTRICALOHE
PROPOSED OVERHEAD ELECTRICALOHE
EXISTING UNDERGROUND TELEPHONEUT
PROPOSED UNDERGROUND TELEPHONEUT
EXISTING FIBER OPTICFO
PROPOSED FIBER OPTICFO
EXISTING INLET
PROPOSED INLET
EXISTING MANHOLE
PROPOSED MANHOLE
EXISTING GATE VALVE
PROPOSED GATE VALVE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
EXISTING POWER POLE
PROPOSED SITE LIGHT
EXISTING WATER METER
PROPOSED WATER METERW
EXISTING IRRIGATION BOX
EXISTING TELEPHONE BOX
EXISTING TELEPHONE RISER
EXISTING ELECTRICAL BOX
UTILITY PLAN
C4.1
CAUTION - NOTICE TO CONTRACTOR
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD
SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE
CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
Know what's
before you dig.
Date Issue / Description#
STAMP
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
COPYRIGHT
CLIENT LOGO
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
Init.
NOT FOR CONSTRUCTION
Date:
Drawn By:
Project No:
Checked By:H:\Public Storage\MN, Rosemount - PS00000046 - 15854 Chippendale Ave W\CADD\3 CD\PS046_C4.1-Util Plan.dwg - Sean Franklin - 2015-04-16PUBLIC STORAGECIVIL CONSTRUCTION DRAWINGS15854 CHIPPENDALE AVENUE WESTROSEMOUNT, MINNESOTACLIENT LOGO
PS0000046
3/27/2018
1 JKG3/27/18 1ST CITY SUBMITTAL
OWNERSHIP AND MAINTENANCE
ALL STORM SEWER LINES AND APPURTENANCES, INCLUDING THE DOWNSPOUT COLLECTION
SYSTEM, PROPOSED AS A PART OF THIS PLAN WILL BE PRIVATELY OWNED AND MAINTAINED BY
THE PROPERTY OWNER THEREOF OR THEIR ASSIGNS.
NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY
COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS
RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO
COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR
TO STARTING WORK
LEGAL DESCRIPTION
THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER LYING WEST OF STATE TRUNK
HIGHWAY NO. 3, EXCEPTING THEREFROM THE RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE, ST.
PAUL, AND PACIFIC RAILROAD COMPANY (NOW CALLED SOO LINE RAILROAD), ALL IN SECTION 32,
TOWNSHIP 115, RANGE 19, ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY THEREOF
AND SITUATED IN DAKOTA COUNTY, MINNESOTA.
ABSTRACT PROPERTY.
BASIS OF BEARING
THE DAKOTA COUNTY COORDINATE SYSTEM (NORTH AMERICAN DATUM OF 1983, 2011
ADJUSTMENT) AS SHOWN HEREON.
BENCHMARK
MNDOT 1921 S
IN ROSEMOUNT, AT THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN
ROSEMOUNT, AT TRUNK HIGHWAY 3 MILEPOINT 32.45, 62.1 FEET NORTHWEST OF TRUNK
HIGHWAY 3, 83.1 FEET SOUTH OF EASTBOUND COUNTY ROAD 42 FOG LINE OF TURN LANE, 6.1
FEET SOUTHEAST OF CHAIN LINK FENCE, 5.6 FEET SOUTHEAST OF A WITNESS POST.
ELEVATIONS = 958.427 FEET (NAVD 88)
SCALE: 1"=30'
0 15 30
UTILITY LINE NOTES
SCHEDULE
PROPOSED PRIMARY ELECTRICAL, CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER
PROPOSED PAD & TRANSFORMER, CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER
2
3
4
BUILDING CONNECTION FOR TELEPHONE AND DATA SERVICE
5
7
9
13
EXISTING COMMUNICATIONS PEDESTAL TO BE ADJUSTED AS REQUIRED,
BUILDING CONNECTION FOR ELECTRICAL SERVICE
11
12
1
10
PROPOSED TELEPHONE AND DATA SERVICE CONDUIT6
MODIFY EXISTING SANITARY MH TO EXTERIOR DROP MH. SEE DETAIL SHEET C4.2.
BUILDING CONNECTION DOMESTIC WATER SERVICE WITH INTERNAL REDUCED PRESSURE
BACK FLOW PREVENTER
PROPOSED SECONDARY ELECTRICAL
CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER
8" X 6" SWIVEL TAP
BUILDING CONNECTION FOR FIRE SUPPRESSION SERVICE WITH INTERNAL
DOUBLE DETECTOR CHECK VALVE
8
PROPOSED FIRE DEPARTMENT CONNECTION (FDC)
PROPOSED 1-INCH METER PIT. UPSIZE FROM 1-INCH TO 1.25-INCH DOMESTIC WATERLINE
AFTER WATER METER.
NOTES:
14 BUILDING CONNECTION FOR GAS SERVICE
1.CONTRACTOR TO REFER TO THE JURISDICTIONS STANDARD DETAILS FOR
UNDERGROUND UTILITY INSTALLATION.
2.REFERENCE STORM SEWER PLAN AND PROFILE FOR STORM SEWER INFORMATION
AND CROSSINGS.
3.ALL UTILITIES SHALL HAVE A MINIMUM OF EIGHTEEN INCHES (18") VERTICAL AND TEN
FEET (10') HORIZONTAL SEPARATION FROM WATERMAIN.
4.ALL DISTRIBUTION WATERMAIN SHALL BE PVC C-900 PRESSURE CLASS 200 UNLESS
NOTED OTHERWISE.
5.FIRE HYDRANT LATERALS AND FIRE SERVICE SHALL BE DIP CL 52 COMPLYING WITH
AWWA C151.
6.SANITARY SEWER SHALL BE PVC SDR 26 COMPLYING WITH ASTM D3034.
7.ALL STORM SEWER 12" AND SMALLER SHALL BE PVC SDR26, ALL STORM PIPE 15" AND
LARGER SHALL BE RCP CL IV.
8.NO BENDS ARE ALLOWED ON WATER SERVICE WITHIN 5' OF THE METER.
1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS FOR CITY, COUNTY, STATE AND REGULATORY AGENCIES, CURRENT
EDITION.
2.THE CONTRACTOR SHALL NOTIFY THE CITY, COUNTY AND REGULATORY AGENCY 48
WORKING HOURS PRIOR TO BEGINNING CONSTRUCTION.
3.THE CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE APPROVED PLANS, ONE
COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS AND A COPY OF ANY
PERMITS AND EXTENSION AGREEMENTS NEEDED AT THE JOB SITE AT ALL TIMES.
4.DISTANCES FOR UTILITY LINES ARE THE HORIZONTAL DISTANCES BETWEEN CENTER
OF FITTING/CLEANOUT TO CENTER OF FITTING/CLEANOUT. THEREFORE, DISTANCES
SHOWN ON THE PLANS ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL
ALIGNMENT AND FITTING DIMENSIONS.
5.PROVIDE A MINIMUM OF 7.5 FEET OF COVER OVER WATER LINES.
6.PROVIDE A MINIMUM OF 2.5 FEET OF COVER OVER DRY UTILITIES.
7.MAINTAIN 18 INCH MINIMUM VERTICAL CLEAR DISTANCE BETWEEN SEWER AND
WATER LINES.
8.MAINTAIN 10 FOOT MINIMUM HORIZONTAL DISTANCE BETWEEN SEWER AND WATER
LINES.
9.ALL WATER SERVICE LINES SHALL BE TYPE K COPPER.
10.CONTRACTOR TO VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL
UTILITIES, WHETHER SHOWN OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY
CONFLICTS TO THE ENGINEER.
11.REFER TO BUILDING PLANS FOR EXACT LOCATION OF ALL UTILITY STUBS.
12.CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE RESTORATION (I.E. LANDSCAPE,
ASPHALT, CONCRETE, ETC.).
13.ALL TRENCH EXCAVATION SHALL BE PROPERLY SLOPED, SHORED, OR OTHERWISE
SUPPORTED IN A MANNER REQUIRED BY OSHA OR AS REQUIRED BY STATE OR
LOCAL LAWS.
14.WATERLINE AND METER SHALL BE THE SAME SIZE FROM TAP. METERS SHALL BE AT
LEAST 2-FEET FROM CONCRETE. METERS NOT IN R.O.W. SHOULD HAVE A
DEDICATED EASEMENT PER C.O.A. SPEC 5.04.
15.MAINTAIN 2-FOOT MINIMUM VERTICAL CLEARANCE DISTANCE WHEN WATER
CROSSES OVER SANITARY SEWER.
16.DUCTILE IRON AND STEEL PIPE SHALL NOT BE USED ON THIS SITE DUE TO THE
CORROSIVE NATURE OF THE SOILS. ALL PIPE SHALL BE PVC (WITH THE EXCEPTION
OF SERVICE LINES 2” AND SMALLER) PER SECTION 14 OF THE STANDARDS AND
SPECIFICATIONS REGARDING WATER, SANITARY SEWER AND STORM DRAINAGE
INFRASTRUCTURE, LATEST REVISION.
17.ALL DUCTILE IRON FITTINGS, APPURTENANCES AND TYPE K-COPPER SERVICE LINES
SHALL BE DOUBLE BONDED AND DOUBLE POLY-WRAPPED PER SECTION 12 AND
SECTION 20 OF THE STANDARDS AND SPECIFICATIONS REGARDING WATER,
SANITARY SEWER AND STORM DRAINAGE INFRASTRUCTURE, LATEST REVISION.
OFFICELOBBYUTUTUTPPPPN89°33'56"E 579.30'PPPPN89°33'56"E 579.30'CHIPPENDALE AVENUE WEST158TH STREET7.0
8.2
8.2
8.2
8.5
8.5
8.3
9.5
6.5
8.2
8.7
8.5
8.8
9.4
9.2
8.7
8.6
8.9
9.5
10.1
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Date Issue / Description#
STAMP
COPYRIGHT
CLIENT LOGO
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
Init.
NOT FOR CONSTRUCTION
Date:
Drawn By:
Project No:
Checked By:H:\Public Storage\MN, Rosemount - PS00000046 - 15854 Chippendale Ave W\CADD\3 CD\PS046_C4.4-Lite.dwg - Sean Franklin - 2015-04-16PUBLIC STORAGECIVIL CONSTRUCTION DRAWINGS15854 CHIPPENDALE AVENUE WESTROSEMOUNT, MINNESOTACLIENT LOGO
PS0000046
3/27/2018
1 JKG3/27/18 1ST CITY SUBMITTAL
SCALE: 1"=40'
0 20 40
JMG
ARK
PHOTOMETRIC PLAN
C4.4
THE PHOTOMETRIC PLAN REPRESENTS ILLUMINATION LEVELS
CALCULATED FROM LABORATORY DATA TAKEN UNDER
CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY
STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING
ENGINEERING SOCIETY (IES) APPROVED METHODS.
LABORATORY TESTS ARE MADE UNDER OPTIMUM CONDITION,
WITH LAMP OUTPUT AT RATED VALUE, AND IN ACCORDANCE
WITH ILLUMINATING ENGINEERING SOCIETY APPROVED
METHODS.
THE STUDY IS BASED ON REQUESTED ILLUMINATION LEVELS,
LUMINAIRE LOCATIONS, OR ADDITIONAL CRITERIA BY THE
AUTHORITIES HAVING JURISDICTION.
THE CALCULATED PHOTOMETRIC LEVELS MAY OR MAY NOT
MEET CERTAIN STANDARDS OR RECOMMENDED PRACTICES OF
IESNA.
ACTUAL ILLUMINANCE LEVELS MAY DIFFER DUE TO VARIABLE
FIELD CONDITIONS SUCH AS (BUT NOT LIMITED TO): VARIANCE IN
LAMP LUMEN OUTPUT; LAMP TILT FACTOR; BALLAST WATTAGE
OUTPUT; LINE VOLTAGE AT BALLAST; REFLECTOR SPECULARITY;
LAMP LUMEN DEPRECIATION; AND LUMINAIRE DIRT
DEPRECIATION.
ALL AREA SITE LIGHT FIXTURES AND POLES TO BE MOUNTED ON
2'-0" CONCRETE BASE PER PUBLIC STORAGE STANDARDS. SEE
SITE DETAIL SHEETS.
ALL ANCHOR BOLTS TO BE ORIENTED IN THE SAME DIRECTION
(SQUARE) AT INSTALLATION PER MANUFACTURER'S
SPECIFICATIONS.
GENERAL LIGHTING NOTES:
LUMINAIRE SCHEDULE
SYMBOL QTY LABEL ARRANGEMENT LLF MODEL WATTS
18 SA SINGLE 1.0 HE-ENV-90W-LED-LFL-50K-PS-UNV-ST-KHEH 90
MOUNTING
23'-6" WALL
DESCRIPTION
ENVIROLUX LIGHTING, SMALL STEALTH WALL PACK, FULLY SHIELDED, TYPE 3 DISTRIBUTION,
LUMENS
14178INTERNALLY PAINTED DARK BRONZE, 50K, WALL MOUNTED WITH KHEH BRACKET
2 C SINGLE 1.0 CITCL232X1LN18.5W40 379'-8" SURFACE 2393TEXAS FLUORESCENTS, 4' LINEAR LED STRIP WITH (2) 18.5 WATT 40K TUBES
3 CE SINGLE 1.0 379'-8" SURFACE 2393
G.C. TO VERIFY VOLTAGE BEFORE ORDERING ANY EQUIPMENT
4 G SINGLE 1.0 EES-5500K-42W-LED-LWPCO-PS-UNV 4215'-6" WALL 6544ENVIROLUX LIGHTING, LARGE LED WALL PACK PRO SERIES, FULL CUTOFF SHIELDED, TYPE 3
DISTRIBUTION, INTERNALLY PAINTED
CITCL232X1LN18.5W40 EMK12 TEXAS FLUORESCENTS, 4' LINEAR LED STRIP WITH (2) 18.5 WATT 40K TUBES WITH EMERGENCY BACKUP
PUBLIC STORAGE UTILIZES US ENERGY SERVICE, INC. FOR LUMINAIRE SUPPLY. CONTACT BRAD BOYETT (BBOYETT@EARTHLINK.NET) AT (512) 423-3094.
ENLARGED PHOTOMETRIC SITE PLAN1SCALE: 1"=40'-0"
W5
W5
W5
W5
W5
W5
W5
W5
W5
CE
CE
CE
C
C
W5
W5
G
G
G
G
W5
W5
W5
W5 W5 W5
W5
ALL NONESSENTIAL LIGHTING WILL BE REQUIRED TO BE TURNED OFF
AFTER BUSINESS HOURS, LEAVING ONLY THE NECESSARY LIGHTING
FOR SITE SECURITY.
CITY LIGHTING NOTE:
X XXXXXXXXXXXXUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTXXXXXXXXXXXXUEUE UE UE
UEUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTGGGGGGGGGGGGGGGG G
G
GUT
UT
UTU
T
12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS
12''SS
12''SS
12''SS
12''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
6''W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS15''STM15''STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMS TM S TM S TM STMOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12"DIP8" DIP
12" DIP
8''W 8''W 8''W 8''W 8''W 8''W8" DIP
6"DIP8" DIP
HC
TP
G
TP
GM
S S
ST S
S
S S S
ST
SS
CO
S
N89°33'56"E 579.30'CHIPPENDALEAVENUESSSS6''W11/2''WFUTURE BUILDING
17,150 SF PER FLOOR
3 STORIES
51,450 SF TOTAL
FFE = 947
8''W 8''W 8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WOFFICE
8''W 8''W 8''W
LOBBY
COCO CO
COCO
G G
O H E
UE UE UE UE UE
UEUEUEUT
UTUT
UT NOPARKING9-HESE
1-PISL
1-POFA
1-PHSE
4-CAKF
12-HAVI
1-QUMA
3-POFA
3-FOAR
2-CASP
3-POFA
6-FOAR
1-QUMA
6-POFA
6-FOAR
4-PHSE
26-HESE
6-POFA
1-GLSH
SOD, TYP. SEEPLANTING NOTES &LEGEND. EXTENDPROPOSED SOD TOLIMITS OFCONSTRUCTION
EXISTING SOD TOREMAIN
SOD, TYP. SEEPLANTING NOTES &LEGEND. EXTENDPROPOSED SOD TOLIMITS OFCONSTRUCTION
SEED, TYP. SEESEED NOTES &LEGEND. EXTENDSEED TO LIMITS OFCONSTRUCTIONROCK MULCH, TYP.SEE PLANTINGNOTES & LEGEND
ROCK MULCH, TYP.SEE PLANTINGNOTES & LEGENDROCK MULCH, TYP.SEE PLANTINGNOTES & LEGEND
ROCK MULCH, TYP.SEE PLANTINGNOTES & LEGEND
(4) EXISTING TREESTO REMAIN, TYP.SEE TREEPROTECTIONNOTES
WEST
158TH STREET
1-ULAM
REDEVELOPMENT AREA
REDEVELOPMENT AREA
REDEVELOPMENT AREA
REDEVELOPMENT AREA
(20) EXISTINGTREES TO REMAIN,TYP. SEE TREEPROTECTIONNOTES
PROPOSEDMONUMENT SIGN
SEED, TYP. SEESEED NOTES &LEGEND. EXTENDSEED TO LIMITS OFCONSTRUCTION
12-POFA
8-PHSE
55-HESE
42-FOAR
9-HAVI
17-FOAR
ROCK MULCHINSIDE FENCE LINE,TYP. SEE PLANTINGNOTES & LEGEND
STEEL EDGING,TYP. SEE PLANTINGNOTES & LEGEND
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:H:\PublicStorage\MN,Rosemount-PS00000046-15854ChippendaleAveW\CADD\3CD\PS046_L1.1-LandscapePlan.dwg-SarahAdamson-2015-04-16PS0000046
3/27/2018
1
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
FEATHER REED GRASS
SEED, MULCH AND MISCELLANEOUS
SODFESCUE BLEND SOD
2" - 4" DIA. MULTI - COLOR ROCK
MULCH W/ SHREDDED BARK MULCH
RING, SEE MULCH NOTES
OVERSTORY DECIDUOUS TREES
PLANTING LEGEND
DECIDUOUS SHRUBS
FORSYTHIA 'NORTHERN GOLD'
CALAMAGROSTIS ACUTIFLORA 'KARL
FOERSTER'
FOAR
CAKF
NORTHERN GOLD FORSYTHIA
TURF
MULCH ROCK MULCH
COMMON NAMEBOTANIC NAMESYMBOLLEGEND
ABBREV.QUANTITY MATURE
SIZE
WATER
USE
74 8' X 7' LOW / MOD
4 4.5' X 2.0'LOW
± 33,890 ---MODERATE
21,900 SF ------
PHYSOCARPUS OPULIFOLIUS
'SEWARD'PHSE SUMMER WINE NINEBARK 13 4' X 4' MODERATE
PLANTING
SIZE
#5 CONTAINER
18"-24"
2 70' X 50'QUERCUS MACROCARPA BUR OAKQUMA 2.0" CAL. B&B LOW
BLUE AVENA GRASSHELICTOTRICHON SEMPERVIRENSHESE 90 2' X 2'LOW
#5 CONTAINER
18"-24"
#1 CONTAINER
#1 CONTAINER
1 40' X 40'GLEDITSIA TRIACANTHOS INERMIS
'SKYLINE'SKYLINE HONEYLOCUSTGLSH 2.0" CAL. B&B LOW
1 70' X 50'ULMUS AMERICANA 'PRINCETON'PRINCETON ELMULAM 2.0" CAL. B&B MODERATE
2 50' X 30'CATALPA SPECIOSA NORTHERN CATALPACASP 2.0" CAL. B&B LOW
HAMAMELIS VIRGINIANA'HAVI COMMON WITCHHAZEL 21 18' X 20'LOW#5 CONTAINER
18"-24"
POTENTILLA FRUTICOSA 'FARGO'POFA DAKOTA SUNSPOT POTENTILLA 31 3' X 3' LOW / MOD#5 CONTAINER
18"-24"
PINUS MUGO 'SLOWMOUND'PISL SLOWMOUND MUGO PINE 1 3' X 4'LOW#5 CONTAINER
18"-24"
SCALE: 1"=30'
0 15 30
CAUTIONUTILITIES EXIST WITHIN CONSTRUCTION
LIMITS. CONTRACTOR IS RESPONSIBLE
FOR IDENTIFYING THEIR LOCATION
PRIOR TO CONSTRUCTION.
NATIVE SEED; SEE NOTESDRYLAND SEED MIXSEED ±5,800 SF ---MODERATE
DTT
SRA
LANDSCAPE PLAN
L1.1
REDEVELOPMENT AREA
EXISTING PROPOSED
IMPERVIOUS
AREA
3,582 SF (0.08 AC)
(1.6%)
90,169 (2.07 AC)
(41.2%)
PERVIOUS
AREA
215,720 SF (4.95 AC)
(98.4%)
128,994 SF (2.96
AC) (58.8%)
TOTAL AREA 219,302 SF (5.03 AC) 219,302 SF (5.03
AC)
1. THE LANDSCAPE CONTRACTOR IS REQUIRED TO CONTACT THE COUNTY
PUBLIC WORKS DEPARTMENT, AND ANY OTHER PUBLIC OR PRIVATE
AGENCY NECESSARY FOR UTILITY LOCATION PRIOR TO ANY
CONSTRUCTION.
2. THIS DRAWING IS A PART OF A COMPLETE SET OF BID DOCUMENTS,
SPECIFICATIONS, ADDITIONAL DRAWINGS, AND EXHIBITS. UNDER NO
CIRCUMSTANCES SHOULD THESE PLANS BE USED FOR CONSTRUCTION
PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON
SITE, AND REVIEWING ALL RELATED DOCUMENTS.
3. THE LOCATION OF THE ALL UNDERGROUND UTILITIES ARE LOCATED ON
THE ENGINEERING DRAWINGS FOR THIS PROJECT. THE MOST CURRENT
REVISION IS HERE IN MADE PART OF THIS DOCUMENT. UNDERGROUND
UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR
TO ANY CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES
EXIST, FIELD ADJUSTMENT MAY BE NECESSARY AND MUST BE APPROVED
BY A REPRESENTATIVE OF THE OWNER. NEITHER THE OWNER NOR THE
LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER,
IN RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE
INDICATED PLANT MATERIAL, AND UNDER NO CIRCUMSTANCES SHOULD
THESE PLANS BE USED WITHOUT REFERENCING THE ABOVE MENTIONED
DOCUMENTS.
UTILITY NOTES
AREAS OF REQUIRED LANDSCAPING
MINIMUM 25% OF DEVELOPMENT
AREA MUST BE PERVIOUS
FORMULA
219,302 X 0.25
TOTAL QUANTITY REQUIRED
54,825 SF
TOTAL QUANTITY PROVIDED
128,994 SF
AREA
TOTAL
DEVELOPMENT
AREA: 54,825 SF
1 SHRUB PER 10 LF
PERIMETER FENCE
86 SHRUBS81 SHRUBS808 LINEAL FEET 808 / 10
1.25 TREES PER 3000 SF
OF REQUIRED LANDSCAPE
AREA
(54,825 / 3,000) X 1.25 22.8 TREES54,825 SF 30 TREES
LANDSCAPE CALCULATIONS
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:H:\PublicStorage\MN,Rosemount-PS00000046-15854ChippendaleAveW\CADD\3CD\PS046_L1.1-LandscapePlan.dwg-SarahAdamson-2015-04-16PS0000046
3/27/2018
1
DTT
SRA
LANDSCAPE NOTES
& DETAILS
L1.2
IRRIGATION CONCEPT
1. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE ENTIRE
IRRIGATION SYSTEM SHALL BE INSTALLED BY A QUALIFIED IRRIGATION CONTRACTOR.
2. THE IRRIGATION SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION
OF THE WATER SOURCE IF APPLICABLE.
3. ALL NON-TURF/SEED PLANTED AREAS WILL BE DRIP IRRIGATED. TURF SOD/SEED SHALL RECEIVE POP-UP SPRAY IRRIGATION FOR
HEAD TO HEAD COVERAGE.
4. ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE PLACED ON A VALVE DEDICATED TO PROVIDE THE
NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT HYDROZONE.
5. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY
USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS
(WHEREVER POSSIBLE), RAIN SENSORS, AND SMART MULTI-PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING
SENSORY INPUT CAPABILITIES.
1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED AREAS, AND IRRIGATION
SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S ACCEPTANCE. THE CONTRACTOR SHALL REPLACE, AT
HIS OWN EXPENSE, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH
OPERATE IMPROPERLY.
2. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A NEAT, CLEAN, AND HEALTHY CONDITION FOR A PERIOD OF
90 DAYS. THIS SHALL INCLUDE PROPER PRUNING, MOWING AND AERATION OF LAWNS, WEEDING, REPLACEMENT OF MULCH,
REMOVAL OF LITTER, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. IRRIGATION SHALL BE MAINTAINED IN PROPER
WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON AND TO MAXIMIZE WATER CONSERVATION. IF SITE OPENS
DURING WINTER, TO AVOID FREEZE DAMAGE ON PLANTINGS, THE 90 DAYS SHOULD BEGIN AFTER ACCEPTANCE OF THE WORK.
3. DURING THE LANDSCAPE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY
FROM STRUCTURES IN ALL LANDSCAPE AREAS AT THE MINIMUM SLOPE SPECIFIED IN THE GEOTECHNICAL REPORT. LANDSCAPE
AREAS WHICH SETTLE AND CREATE THE POTENTIAL FOR PONDING SHALL BE REPAIRED TO ELIMINATE PONDING POTENTIAL AND
BLEND IN WITH THE SURROUNDING GRADES. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE
GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL
IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER.
LANDSCAPE GUARANTEE AND MAINTENANCE
PLANTING NOTES
GENERAL
1.ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES, STANDARDS, AND SPECIFICATIONS.
2.LANDSCAPE DESIGN IS DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND
QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLANT
QUANTITY AS SHOWN ON THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE
DISCREPANCIES. MINOR ADJUSTMENTS TO THE LANDSCAPE MATERIAL AND LOCATIONS MAY BE PROPOSED FOR CITY
CONSIDERATION AT THE CONSTRUCTION DOCUMENT STAGE TO RESPOND TO MARKET AND FIELD CONDITIONS. HOWEVER,
THERE SHALL BE NO REDUCTION IN THE NUMBER AND SIZE OF MATERIALS.
3.CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE
RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. THIS DRAWING IS PART OF A
COMPLETE SET OF CONTRACT DOCUMENTS. UNDER NO CIRCUMSTANCES SHOULD THIS PLAN BE USED FOR CONSTRUCTION
PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE AND REVIEW ALL RELATED PLANS AND
DOCUMENTS.
4.ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR
MAINTENANCE EQUIPMENT.
5.THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANTS INDICATED AS "TO REMAIN". ANY
SUCH PLANTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH THE SAME SPECIES, SIZE, AND QUANTITY AT THE
CONTRACTOR'S OWN EXPENSE, AND AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE
PLANS (AS APPLICABLE).
6.LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND
NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. IF SITE CONDITIONS OR PLANT
AVAILABILITY REQUIRE CHANGES TO THE PLAN, THEN AN APPROVAL WILL BE OBTAINED FROM THE CITY. DO NOT PROCEED
UNTIL CONDITIONS HAVE BEEN CORRECTED.
7.ALL CONSTRUCTION DEBRIS AND MATERIAL SHALL BE REMOVED AND CLEANED OUT PRIOR TO INSTALLATION OF TOPSOIL,
TREES, SHRUBS, AND TURF.
8.FOR ALL INFORMATION ON SURFACE MATERIAL OF WALKS, DRIVES, AND PARKING LOTS, SEE THE SITE PLAN. SEE
PHOTOMETRIC PLAN FOR FREE STANDING LIGHTING INFORMATION.
9.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT ONE WEEK PRIOR TO BEGINNING CONSTRUCTION.
10. WINTER WATERING SHALL BE AT THE EXPENSE OF THE CONTRACTOR UNTIL SUCH TIME AS FINAL ACCEPTANCE IS RECEIVED.
11. ALL LANDSCAPE CONSTRUCTION PRACTICES, WORKMANSHIP, AND ETHICS SHALL, BE IN ACCORDANCE WITH INDUSTRY
STANDARDS SET FORTH IN THE INSPECTION & CONTRACT ADMINISTRATION MANUAL FOR MnDOT LANDSCAPE PROJECTS.
12. LANDSCAPE AND IRRIGATION WORK SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF
OCCUPANCY.
FINISH GRADING AND SOIL PREPARATION
13. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL
LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE
REPORT, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND
ELIMINATE PONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL
REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH
ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER.
14. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, IT IS RECOMMENDED THAT THE CONTRACTOR SHALL HAVE SOIL SAMPLES
TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: GENERAL SOIL FERTILITY, PH, ORGANIC
MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED
SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE
LABORATORY ALONG WITH THE SOIL SAMPLES. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN
RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT
FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER
PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.
15. THE CONTRACTOR SHALL RECOMMEND INSTALLATION OF SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT FOR
THE THE OWNER/OWNER'S REPRESENTATIVE CONSIDERATION.
16. AT A MINIMUM, ALL TOPSOIL SHALL BE AMENDED WITH COMPOST GRADE 2 FROM AN MnDOT CERTIFIED SUPPLIER, OR
APPROVED EQUAL AND 10 LBS. OF 12-12-12 FERTILIZER PER CU. YD., ROTOTILLED TO A DEPTH OF 8". NO MANURE OR
ANIMAL-BASED PRODUCTS SHALL BE USED FOR ORGANIC AMENDMENTS.
PLANTING
17. ALL DECIDUOUS TREES SHALL HAVE FULL, WELL-SHAPED HEADS/ALL EVERGREENS SHALL BE UNSHEARED AND FULL TO THE
GROUND; UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED
OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING.
18. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT
DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE
REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS
APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE
ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL.
19. ALL TREES SHALL BE GUYED AND WOOD STAKED AS PER DETAILS. NO 'T-STAKES' SHALL BE USED FOR TREES.
20. ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, SPECIES, QUALITY, AND FREE OF INJURY, BROKEN ROOT BALLS, PESTS,
AND DISEASES, AS WELL AS CONFORM TO THE MINIMUM REQUIREMENTS DESCRIBED IN THE "AMERICAN STANDARD FOR
NURSERY STOCK".
21. ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION.
22. ALL TREES PLANTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES
BETWEEN GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE PLAN LOCATED OVER THE SIDEWALK AND/OR
ROAD.
23. ALL PLANT MATERIAL SHALL NOT BE PLANTED PRIOR TO INSTALLATION OF TOPSOIL.
24. ALL PLANT BEDS SHALL BE CONTAINED WITH STEEL EDGER. STEEL EDGER IS NOT REQUIRED ALONG CURBS, WALKS OR
BUILDING FOUNDATIONS. ALL EDGING SHALL OVERLAP AT JOINTS A MINIMUM OF 6-INCHES, AND SHALL BE FASTENED WITH A
MINIMUM OF 4 PINS PER EACH 10 FOOT SECTION. THE TOP OF ALL EDGING MATERIAL SHALL BE A ROLLED TOP AND 1/2 INCH
ABOVE THE FINISHED GRADE OF ADJACENT LAWN OR MULCH AREAS. COLOR: BLACK.
25. THE DEVELOPER, HIS SUCCESSOR, OR ASSIGNEE SHALL BE RESPONSIBLE FOR ESTABLISHING AND CONTINUING A REGULAR
PROGRAM OF MAINTENANCE FOR ALL LANDSCAPED AREAS. SEE LANDSCAPE GUARANTEE AND MAINTENANCE NOTE.
26. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS.
27. LANDSCAPE CONTRACTOR TO SUBMIT SAMPLES OF MISCELLANEOUS LANDSCAPING MATERIALS TO THE LANDSCAPE
ARCHITECTS AND OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION, IE.; MULCH, EDGER, LANDSCAPE
FABRIC, ETC.
MULCHING
28. AFTER ALL PLANTING IS COMPLETE, THE CONTRACTOR SHALL INSTALL A MINIMUM 4" THICK LAYER OF MULCH AS SPECIFIED IN
THE PLANTING LEGEND. INSTALL A 4" THICK RING OF DOUBLE SHREDDED HARDWOOD MULCH AROUND ALL PLANT MATERIAL IN
ROCK MULCH BEDS WHERE LANDSCAPING IS SHOWN ON THE PLANS. WOOD MULCH RING SIZE SHALL BE A MINIMUM OF 3'
(THREE FEET) FOR ALL TREES AND SHRUBS, AND 2' (TWO FEET) FOR ALL PERENNIALS, VINES AND GRASSES.
29. ALL MULCH SHALL BE HARVESTED IN A SUSTAINABLE MANNER FROM A LOCAL SOURCE.
30. INSTALL DEWITT PRO-5 WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO
LANDSCAPE FABRIC SHALL BE USED IN WOOD MULCH AREAS. NO PLASTIC WEED BARRIERS SHALL BE SPECIFIED.
31. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN
INSTALLED.
32. ALL PLANTING AREAS WITH LESS THAN A 4:1 GRADIENT SHALL RECEIVE A LAYER OF MULCH, TYPE AND DEPTH PER PLANS.
SUBMIT 1 CUBIC FOOT SAMPLE OF MULCH (ONE SAMPLE PER TYPE) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
INSTALLATION. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4:1 OR STEEPER,
OR AS OTHERWISE DENOTED ON THE PLAN.
33. ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLLS.
NETTING SHALL BE #CT-125, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR APPROVED EQUAL). INSTALL AND STAKE
PER MANUFACTURER'S SPECIFICATIONS. SEE ALSO THE CIVIL ENGINEER'S EROSION CONTROL PLAN.
5
6
7
4
8
9
11
10
12
PREVAILING
WINDS
NOTES:
1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING
TREE.
2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE
ROOTBALL THAT COVERS THE ROOT FLARE. THE
PLANTING HOLE DEPTH SHALL BE SUCH THAT THE
ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE
ROOT FLARE IS 3"-5" ABOVE FINISH GRADE.
3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING
TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF
BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL
NYLON TIES, TWINE, ROPE, AND OTHER PACKING
MATERIAL. REMOVE ALL BURLAP FROM AROUND
ROOTBALL.
4. TREE WRAP IS NOT TO BE USED ON ANY NEW
PLANTINGS, EXCEPT IN LATE FALL PLANTING
SITUATIONS, AND ONLY THEN AFTER CONSULTATION
WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING
TREE, WRAP FROM TRUNK FLARE TO LOWEST MAJOR
BRANCH.
5. REMOVE ALL NURSERY STAKES AFTER PLANTING.
6. FOR TREES OVER 3" CALIPER, USE THREE STAKES OR
DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND
TREE.
7. DO NOT ALLOW AIR POCKETS TO FORM WHEN
BACKFILLING.
1
2
3
TREE CANOPY.
NYLON TREE STRAPS AT ENDS OF WIRES -
SECURE TO STAKE OR DEADMEN WITH NAILS.
12 GAUGE GALVANIZED WIRE. SECURE TO
TRUNK JUST ABOVE LOWEST MAJOR
BRANCHES.
PRESSURE-TREATED WOOD STAKE, 2" DIA.
EXTEND STAKES 12" MIN. INTO UNDISTURBED
SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMEN, TWO
PER TREE (MIN.). BURY OUTSIDE OF
PLANTING PIT AND 18" MIN. INTO
UNDISTURBED SOIL.
WOOD MULCH TREE RING 3' DIA MIN. TYPE
AND DEPTH PER PLANS. DO NOT PLACE
MULCH WITHIN 3" OF TRUNK.
FINISH GRADE. SEE PLANTING PLAN FOR
GROUND COVER TREATMENT
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL-SEE NOTE 3, THIS DETAIL
UNDISTURBED NATIVE SOIL
TRUNK FLARE.
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
1
5 6
TREE PLANTING DETAIL
SCALE: NOT TO SCALE2
EVERGREEN
TREE
DECIDUOUS
TREE
1
2
5
7
8
9
10
11
12
3
4
6
3X ROOTBALL DIA.
13
13 SOFT VELCRO, OR OTHER FABRIC WRAP
14
14 CENTRAL LEADER, SEE PLANTING NOTES
MIN. 2 X ROOTBALLDIAMETERTHANROOTBALL4" MIN. TYP.MIN.6"DEEPER6" MIN.
1
3
4
5
6
FINISH GRADE. SEE PLANTING
PLAN FOR GROUND COVER
TREATMENT
PLANT ROOT BALL. SET TOP
ROOTBALL 2" ABOVE ADJECENT
GRADE. IN BERMED AREAS SET
ROOTBALL 2" ABOVE LOWER
ADJECENT GRADE - INSTALL
WATER RING (2 - 3" HT.)
BACKFILL MIX (PER PLANTING
SPECIFICATIONS). AMEND AND
FERTILIZE ONLY AS
RECOMMENDED IN SOIL
FERTILITY ANALYSIS. JET
BACKFILL WITH WATER TO
ELIMINATE VOIDS.
UNDISTURBED NATIVE SOIL.
COMPACTED BACKFILL MIX (75%).
2
3
4
5
6
SHRUB AND PERENNIAL DETAIL
SCALE: NOT TO SCALE1
2 SHREDDED BARK MULCH, 3" MIN.
DEPTH, ROUGHLY THE EXTENTS
OF ROOTBALL
1. USE ROSEMOUNT TREE PROTECTION NOTES (IF AVAILABLE). TREE PROTECTION NOTES BELOW SHALL BE USED FOR FURTHER
INTEGRATION.
2. "PROTECTED ZONE" FOR EXISTING TREES: BEFORE BEGINNING ANY DEMOLITION OR CONSTRUCTION OPERATIONS, THE
CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND ALL EXISTING TREES WITHIN THE CONSTRUCTION ZONE THAT ARE TO
BE SAVED. THE FENCE SHALL BE INSTALLED NO CLOSER TO THE TREE THAN THE EDGE OF THE TREE'S PROTECTED ZONE,
GENERALLY DEFINED AS THE AREA BEGINNING FIVE FEET OUTSIDE OF THE TREE'S DRIPLINE AND EXTENDING TOWARDS THE TREE
(OR AS FAR AWAY FROM THE TRUNK AS PRACTICABLE). THE FENCING SHALL BE OF A MATERIAL AND HEIGHT ACCEPTABLE TO THE
LANDSCAPE ARCHITECT. ALL CONTRACTORS AND THEIR CREWS SHALL NOT BE ALLOWED INSIDE THIS "PROTECTED ZONE" NOR
SHALL THEY BE ALLOWED TO STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA. NO WORK OF ANY KIND, INCLUDING
TRENCHING, SHALL BE ALLOWED WITHIN THE PROTECTED ZONE EXCEPT AS DESCRIBED BELOW. THE FENCING SHALL REMAIN
AROUND EACH TREE TO BE SAVED UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS.
3. TEMPORARY MULCH: TO ALLEVIATE SOIL COMPACTION IN ANTICIPATED AREAS OF HIGH CONSTRUCTION TRAFFIC, AND ONLY WHERE
FENCING CANNOT BE SET FIVE FEET OUTSIDE OF THE DRIPLINE, THE CONTRACTOR SHALL INSTALL A LAYER OF MULCH, 9"-12" THICK,
OVER ALL EXPOSED EARTH FROM THE TREE TRUNK TO 5' OUTSIDE OF THE DRIPLINE. THIS LAYER SHALL BE MAINTAINED AT ALL
TIMES DURING CONSTRUCTION. WHEN PLANTING OPERATIONS ARE COMPLETED, THE MULCH SHALL BE REDISTRIBUTED
THROUGHOUT ALL PLANTING AREAS IN A 3" THICK "PERMANENT" MULCH LAYER.
4. NECESSARY WORK: WHEN IT BECOMES NECESSARY TO ENTER THE "PROTECTED ZONE", SUCH AS FOR FINE GRADING, IRRIGATION
INSTALLATION, AND PLANTING OPERATIONS, THE CONTRACTOR SHALL STRICTLY ADHERE TO THE FOLLOWING RULES:
A. EVERY EFFORT SHALL BE MADE TO PRESERVE THE EXISTING GRADE AROUND PROTECTED TREES IN AS WIDE AN AREA AS
POSSIBLE.
B. TRENCHING WITHIN THE PROTECTED ZONE OF EXISTING TREES SHALL BE PERFORMED BY HAND, AND WITH EXTREME CARE
NOT TO SEVER ROOTS 1-1/2" IN DIAMETER AND LARGER. WHERE ROOTS 1-1/2" IN DIAMETER AND LARGER ARE ENCOUNTERED,
THE CONTRACTOR SHALL TUNNEL UNDER SAID ROOTS. EXPOSED ROOTS THAT HAVE BEEN TUNNELED UNDER SHALL BE
WRAPPED IN WET BURLAP AND KEPT MOIST WHILE THE TRENCH IS OPEN.
C. WHERE ROOTS 1-1/2" IN DIAMETER OR LARGER MUST BE CUT DUE TO EXTENSIVE GRADE CHANGES, THOSE ROOTS MUST BE
EXPOSED BY HAND DIGGING AND CUT CLEANLY. RAGGED CUTS GENERALLY DO NOT HEAL PROPERLY, AND MAY LEAVE THE
TREE OPEN TO PESTS AND PATHOGENS.
D. WHERE TRENCHING NEAR TREES HAS ALREADY OCCURRED FROM PREVIOUS CONSTRUCTION OPERATIONS, THE
CONTRACTOR SHALL MAKE EVERY EFFORT TO CONFINE HIS TRENCHING OPERATIONS TO THE PREVIOUSLY-CREATED
TRENCHES, WHILE ADHERING TO THE CONDITIONS SET FORTH IN 3B.
4. POTENTIAL CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARBORIST SHOULD ANY POTENTIAL CONFLICTS ARISE
BETWEEN THESE SPECIFICATIONS AND/OR LARGE ROOTS ENCOUNTERED IN THE FIELD, AND CONSTRUCTION OPERATIONS. THE
CONTRACTOR SHALL NOT TAKE ANY ACTION IN SUCH CONFLICTS WITHOUT THE ARBORIST'S WRITTEN APPROVAL. THE ARBORIST
SHALL HAVE FINAL AUTHORITY OVER ALL METHODS NECESSARY TO HELP ENSURE THE PROTECTION AND SURVIVAL OF EXISTING
TREES.
5. PRUNING: PRUNE ONLY THE TREES THAT ARE INDICATED ON THE PLANS AS REQUIRING PRUNING. PRUNE TREES ACCORDING TO
INTERNATIONAL SOCIETY OF ARBORICULTURE / ANSI A300 STANDARDS:
A. REMOVE ALL DEAD WOOD.
B. PRUNE LIVE WOOD FOR HEALTH OR STRUCTURAL REASONS ONLY, INCLUDING THE NEED TO ELIMINATE DISEASED OR
DAMAGED GROWTH, ELIMINATE STRUCTURALLY UNSOUND GROWTH, REDUCE THE POTENTIAL FOR WIND TOPPLING OR WIND
DAMAGE, OR TO MAINTAIN GROWTH WITHIN LIMITED SPACE. DO NOT REMOVE MORE THAN 25% OF ANY TREE'S LIVE FOLIAGE
IN ANY ONE GROWING SEASON. PRUNE ONLY TO INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300 STANDARDS, AND
ONLY UNDER THE DIRECT SUPERVISION OF A CERTIFIED ARBORIST.
C. FINAL CUTS SHALL BE MADE JUST OUTSIDE THE SHOULDER RING AREA. EXTREMELY FLUSHED CUTS WHICH PRODUCE LARGE
WOUNDS SHALL NOT BE MADE.
D. ALL TRIMMING CUTS SHALL BE PERFORMED IN SUCH A MANNER AS TO PROMOTE THE NATURAL GROWTH AND SHAPE OF EACH
TREE SPECIES.
E. IMPROPER PRUNING METHODS INCLUDING, BUT NOT LIMITED TO, "TOPPING", "TIPPING", "HEADING BACK", "DEHORNING", AND
"LIONTAILING" WILL NOT BE ALLOWED. THE CONTRACTOR SHALL PAY FOR ALL WORK NECESSARY TO CORRECT SUCH
PRUNING WHEN PERFORMED BY HIS CREWS OR SUBCONTRACTORS.
F. SHOULD THE CONTRACTOR REQUIRE MORE INFORMATION, THE CONTRACTOR SHALL CONTACT THE ISA AT (217) 355-9411 FOR
A COPY OF THE ANSI A300 PRUNING STANDARDS. CONTRACTOR SHALL ADHERE TO THE METHODS AND PRACTICES SET
FORTH IN THIS DOCUMENT.
6. LANDSCAPE AND IRRIGATION (NATIVE TREES ONLY): ANY FUTURE LANDSCAPE AND IRRIGATION SHOULD ADHERE TO THE
FOLLOWING GUIDELINES:
A. NO IRRIGATION OR PLANTING SHOULD OCCUR CLOSER THAN 8'-10' FROM THE TRUNK.
B. WHERE IRRIGATION DOES OCCUR WITHIN THE PROTECTED ZONE, DRIP IRRIGATION SHOULD BE USED WHEREVER POSSIBLE.
ADDITIONALLY, ONLY PLANTS WITH LOW WATER NEEDS SHOULD BE PLANTED WITHIN THE PROTECTED ZONE, SPACED FAR
APART WHERE CLOSE TO THE TREE. PLANTS MAY BE SPACED CLOSER TOGETHER NEAR THE EDGE OF THE PROTECTED
ZONE.
SEED ESTABLISHMENT NOTES
1. THE LANDSCAPE CONTRACTOR SHALL SEED ALL NATIVE SEED
AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING
OPERATIONS. SOIL PREPARATION MEASURES IN AREAS TO BE
SEEDED SHALL BE COMPLETED PRIOR TO SEEDING.
2. FOR PROPER ESTABLISHMENT, SEED SHALL BE INSTALLED WHEN
AT LEAST THREE MONTHS REMAIN IN THE GROWING SEASON. IF
LESS THAN THREE MONTHS REMAIN IN THE GROWING SEASON
AT THE TIME OF SEEDING, THE LANDSCAPE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER.
THE IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY
OPERATIONAL AT THE TIME OF SEEDING.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
ADDITIONAL CORRECTIVE MEASURES, AT HIS OWN COST, TO
SATISFY ESTABLISHMENT REQUIREMENTS AND ENSURE TIMELY
CLOSEOUT. THESE MEASURES MAY INCLUDE, AT THE OWNER'S
OPTION, RESEEDING OF SPARSELY GERMINATED AREAS AND/OR
INSTALLATION OF SOD IN ALL SEEDED AREAS.
1. ALL SEED MIXES AVAILABLE THROUGH:
MINNESOTA NATIVE LANDSCAPES
2. DRYLAND SEED MIXES ARE AVAILABLE AS
FOLLOWS:
MNL MESIC PRAIRE MIX
3. ALL SEED APPLICATIONS SHALL BE DRILL
SEEDED, WITH HYDROSLURRY APPLIED OVER
THE SEED BED AFTER SEEDING. THE SLURRY
MIX SHALL CONTAIN THE FOLLOWING:
LBS./1,000 SF
WOOD FIBER MULCH 46
15-15-15 ORGANIC FERTILIZER 9
ORGANIC BINDER 4
SEED NOTES
FLOOR PLAN
100' - 0"
T.O. TOWER PARAPET
140' - 0"
SECOND FLOOR
110' - 8"
THIRD FLOOR
121' - 4"
B.O. STRUCT.
132' - 0"
T.O. LOW PARAPET
137' - 0"
28' - 6"36"CMU-3
CMU-1
E-3 E-2 E-1
PT-1 E-2 E-2 CMU-1
CMU-1
E-2
FLOOR PLAN
100' - 0"
T.O. TOWER PARAPET
140' - 0"
SECOND FLOOR
110' - 8"
THIRD FLOOR
121' - 4"
B.O. STRUCT.
132' - 0"
T.O. LOW PARAPET
137' - 0"
E-3 CMU-3 CMU-1 E-2 E-1 CMU-2 E-3
G-1SF-1CMU-1
FLOOR PLAN
100' - 0"
T.O. TOWER PARAPET
140' - 0"
SECOND FLOOR
110' - 8"
THIRD FLOOR
121' - 4"
B.O. STRUCT.
132' - 0"
T.O. LOW PARAPET
137' - 0"
28' - 6"36"PRELIMINARY SIGNAGE SIZES - IMAGE
NATIONAL TO VERIFY
E-3
CMU-2
E-2 E-1 CMU-1 CMU-3
FLOOR PLAN
100' - 0"
T.O. TOWER PARAPET
140' - 0"
SECOND FLOOR
110' - 8"
THIRD FLOOR
121' - 4"
B.O. STRUCT.
132' - 0"
T.O. LOW PARAPET
137' - 0"
E-3
CMU-1
E-2 E-1
PT-1 PT-1CMU-1
CMU-1
Planning. Architecture. Engineering.
2017. Galloway & Company, Inc. All Rights Reserved
6162 S. Willow Drive, Suite 320
c
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
Date:
Checked By:
Project No:
Drawn By:
COPYRIGHT
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT, AND
MAY NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT. COPYRIGHTS AND INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
SHEET TITLE:
STAMP
NOT FOR BIDDING NOT FOR CONSTRUCTIONPRELIMINARY4/10/2018 3:58:33 PM
ARCHITECTURAL ELEVATIONS
A2.1
PS0000046
KAB
GAR
04/10/1815854 Chippendale Ave W., Rosemount, MNPUBLIC STORAGEROSEMOUNT, MNPS#25552PS0000046-A2.1-ARCHITECTURAL ELEVATIONS-PLANNING-SCALE: 1/16" = 1'-0"1 SOUTH ELEVATION
SCALE: 1/16" = 1'-0"3 NORTH ELEVATION
SCALE: 1/16" = 1'-0"2 WEST ELEVATION
SCALE: 1/16" = 1'-0"4 EAST ELEVATION
SF-1 STOREFRONT WINDOW SYSTEM ANODIZED ALUMINUM
G-2 SPANDREL GLAZING OPACI-COAT-300 #3-0770-WARM GRAY
G-1 1" INSULATED VISION GLAZING CLEAR LOW-E
PT-2 PAINT SHERWIN WILLIAMS "CASABLANCA" #2060
PT-1 PAINT SPANISH MOSS
CMU-3 PRECISION FACE CMU; PAINTED MATCH SAND
CMU-2 PRECISION FACE CMU; PAINTED MATCH PANTONE 1665C (PS ORANGE)
CMU-1 SPLIT FACE CMU LOCAL TO MATCH COBBLESTONE
MP-1 CANOPY MATCH PS ORANGE
E-3 EXTERIOR INSULATION FINISHING SYSTEM PANTONE 1665C (PS ORANGE)
E-2 EXTERIOR INSULATION FINISHING SYSTEM SHERWIN WILLIAMS "SAND" #2059 + 25%
E-1 EXTERIOR INSULATION FINISHING SYSTEM SHERWIN WILLIAMS "CASABLANCA" #2060
LABEL MATERIAL COLOR
MATERIAL LEGEND
# Date Issue/Description
MEMORANDUM
DATE: April 17, 2018
TO: Anthony Nemcek, Planner
CC: Kim Lindquist, Community Development Director
Stacy Bodsberg, Planning & Personnel Secretary
Brian Erickson, Director of Public Works/City Engineer
FROM: Mitch Hatcher, Project Engineer
RE: Public Storage Engineering Review
SUBMITTAL:
The plans for Public Storage have been prepared by Galloway dated March 27, 2018.
Engineering review comments were generated from the following documents included in the
submittal:
Civil Construction Drawings
Drainage Report
Project Narrative
GENERAL COMMENTS:
1. Street and utility construction shall be installed in accordance with the 2015 City of
Rosemount General Specifications and Standard Detail Plates and the Engineering
Guidelines.
2. City inspection of public street and utility connection is required during construction.
3. A bond or letter of credit in the amount of $50,000 will be required for the work to connect
to city utilities and roadway work within Chippendale Avenue.
4. The developer is required to obtain a NPDES Construction Stormwater Permit and provide
a copy of the approved SWPPP to the City prior to the issuance of a grading permit and
start of any construction activity.
5. The applicant has been working with the City to update the easement agreement for the
Drainage & Utility Easement on the site. This agreement will need to be recorded prior to
any construction activity.
6. The 60-foot Drainage & Utility Easement should be shown on all plan sheets.
7. Final copies of the plan will need to be signed by a licensed professional engineer.
8. Upon completion of the street, sanitary sewer, watermain, and storm sewer construction, the
City requires record drawings. See Engineering Guidelines for submittal and formatting
requirements.
STORMWATER COMMENTS:
9. Regional basin SP-2447 (Geronime Pond) has been designed to accommodate the water
quality and quantity requirements for this site. The offsite ponding fee will be calculated for
the redevelopment area at 5.03 acres x $9,017/acre = $45,355.51.
10. While utilizing the offsite ponding, the site will need to manage discharges rates not to
exceed the capacity of the existing storm sewer system.
11. 15-inch storm sewer stubs have been provided into the site and should be used if possible
instead of having to make new connections within Chippendale Avenue.
12. Atlas 14 rainfall depths should be used with the MSE3 rainfall distribution when modeling
ponding, infiltration, and storm sewer sizing.
13. The proposed storm sewer design appears to be oversized. The storm sewer pipe sizing
should be designed to accommodate the 10-year event.
14. All low points and ponds need to have EOF routes called out with flow arrows on the
grading plan. At least one foot of freeboard must be maintained from the EOF to all
adjacent building low openings.
15. Pretreatment is required prior to discharging to an infiltration area.
UTILITY COMMENTS:
16. Only one connection to the watermain within Chippendale Avenue should be made. The
city preference would be a wet tap type connection.
17. Label 8” watermain material type. Ductile Iron Pipe should be used.
18. The sanitary sewer connection should be made to the stub/service provided in the
southwest of the redevelopment area and northwest of the existing site. This will avoid
making a connection to the 37-foot-deep connection to the 12-inch sanitary sewer as
proposed.
Should you have any questions or comments regarding the items listed above, please contact me at
651-322-2015.
Planning Commission
Regular Meeting Minutes
May 12, 1998
Page 5
Public Hearing: Secure Mini Storage PUD
Chairperson Droste opened the public hearing for the Secure Mini Storage PUD. The recording
secretary has placed the Affidavit of Mailing and Posting of a Public Hearing on file with the City.
However, publication of the Public Hearing notice was not accomplished. Therefore, final action on
this application will not be taken until the May 26, 1998 meeting, following publication of the
notice.
Mr. Pearson presented the revised PUD development plan for a mini storage facility east of
Chippendale Ave. The first phase of this development consists of eleven storage buildings,
including a climate controlled area, office and a manager's accessory apartment. The buildings will
consist of rock -face concrete block on the walls facing adjacent properties. Steel picket fencing will
be installed in the gaps between the buildings. There is intense landscaping along the perimeter of
the property, meeting the minimum requirements. Variances for setback are needed for three
buildings located 10' -15' from the railroad right -of -way. The setback requirement is 30'. All other
standards have been met. The railroad has given approval for grading in the right -of -way.
Chairperson Droste opened the floor to the Commissioners.
There were discussions concerning the relocation of Chippendale Ave., fencing around the facility,
and development of the second phase.
Chairperson Droste opened the floor to the Applicant. Tony Vavoulis of Secure Mini Storage was
present. In response to Commissioner inquiries, Mr. Vavoulis indicated landscaping will be
installed on the Chippendale Avenue side along both Phase 1 and 2, but will not be installed along
the north or railroad sides of Phase 2. Phase 2 will not be blacktopped at this time. Mr. Vavoulis
presented pictures showing the color and design of the proposed buildings and fencing.
Chairperson Droste opened the floor to the public. There were no comments.
MOTION by Droste to close the public hearing. Seconded by Weisensel. Ayes: DeBettignies,
Tentinger, Droste, and Weisensel. Nays: 0. Absent: Shoe Corrigan. Motion carried.
MOTION by DeBettignies to continue the public hearing on the Secure Mini Storage Planned Unit
Development to 7:00 p.m. on May 26, 1998. Seconded by Droste. Ayes: Tentinger, Droste,
Weisensel, and DeBettignies. Nays: 0. Absent: Shoe Corrigan. Motion carried.
Public Hearing: Wensmann /RCD Real Estate Lot Division
Chairperson Droste opened the public hearing for the Wensmann/RCD Real Estate Lot Division.
The recording secretary has placed the Affidavit of Mailing and Posting of a Public Hearing on file
with the City. However, publication of the Public Hearing notice was not accomplished. Therefore,
the public hearing will be continued to May 26, 1998, following publication of the notice.