V. 1. 2021-25 Conditional Use Permit for the Blake School Campus Improvements
November 23, 2021 Planning Application 2021-25
Conditional Use Permit for the Blake School Campus Improvements
Proposed Action: Staff recommends the Planning & Zoning Commission approve the following
motion:
• Move to adopt Planning & Zoning Resolution 2021-22, recommending the City Council approve a
conditional use permit for The Blake School, subject to conditions.
Overview
The applicant, The Blake School, requests approval of a conditional use permit to allow for the
construction of an Early Learning Center (ELC), pedestrian and vehicle improvements to Campus
Drive and the construction of a Transportation and Grounds Maintenance Facility. Staff recommends
approval of this request subject to conditions.
Primary Issues to Consider
• Neighborhood Meeting
• Background
• Conditional Use Permit
• Site Plan
• Alternatives
Supporting Documents
• Planning & Zoning Commission Resolution 2021-22 Approving a Conditional Use Permit
• Applicant’s Narrative + Supplemental Narrative
• Neighborhood Meeting Minutes
• Plans and Building Elevations
PeggySue Imihy Bean, AICP
Management Analyst
Financial Impact: $ N/A Budgeted: Y/N ____ Source: _____________
Related Documents (CIP, ERP, etc.): _________________________________________
Notes:
Planning Application 2021-25
Page 2
BACKGROUND
The Blake School has proposed the construction of a 21,552 square feet Early Learning Center for pre-
k through 1st grade students and accompanying 61-stall parking lot on the south end of the campus and
a 2,572 square foot building for transportation and grounds maintenance on the northeast corner of the
site. The applicant also proposes the reconstruction of Campus drive to allow for a new concrete
pedestrian sidewalk and connections to the new parking lot and a round-about for bus drop off for the
Early Learning Center. The proposed improvements are scheduled to be constructed begin in spring
2022 and be completed by fall 2023.
Neighborhood Meeting. City policy requires conditional use permit (CUP) applicants to hold a
meeting to provide information and answer questions from the surrounding neighborhood. This
meeting took place on November 10 from 6:30 to 7:30 p.m. at The Blake School and was attended by
6 people from both Hopkins and Edina. Questions from the attendees related to landscaping,
screening and noise related to the transportation and grounds maintenance facility and parking. A full
summary of the meeting is attached to this item.
Community Comment. Under state law, conditional use permit applications require a public hearing.
Accordingly, the City published notice of this request and public hearing in the Sun Sailor and mailed
notice directly to all residents and property owners within 500’ of the subject property. That notice
directed all interested parties to send questions or comments to the city by mail, phone or email or to
attend the public hearing where they could learn about the request, ask questions and provide feedback.
As of the writing of this report, the City had received no comments or questions regarding this request.
During the public hearing, staff will provide an update on all public comments received prior to the
Planning & Zoning Commission meeting.
CONDITIONAL USE PERMIT REVIEW
Conditional use permit applications are considered quasi-judicial actions. In such cases, the City is
acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance
and Subdivision Ordinance are being followed. Generally, if the application meets these requirements
they are approved. In evaluating a conditional use permit application, the Planning & Zoning
Commission and City Council shall consider and require compliance with the standards, conditions
and requirements detailed in Section 102-94, of the City Code. In many cases these requirements
overlap with, and are covered in more detail in, the site plan review section of this report.
a) The consistency with the elements and objectives of the City's development plan, including the
comprehensive plan and any other relevant plans at the time of the request.
Finding: The land use and zoning designations are consistent with the proposed improvements to
The Blake School campus. The subject property is both guided and zoned Institutional.
According to the Comprehensive Plan, the Institutional land use category is intended to capture
public and semi-public uses such as schools, churches, government buildings and other civic use.
By comparison, the Institutional zoning district identifies schools and all structures, facilities, and
physical improvements as a conditional use.
b) Consistency with this ordinance;
Finding: The subject property and proposed development are consistent with the city ordinances.
More specifically, these ordinances relate to the City’s development standards contained in the
zoning regulations. Staff’s review of this project and the City’s zoning regulations are detailed in
the site plan section of this report.
Planning Application 2021-25
Page 3
c) Creation of a harmonious relationship of buildings and open spaces with natural site features and
with existing and future buildings having a visual relationship to the development;
Finding: Staff finds the proposed campus improvements will not significantly alter the existing
relationship of buildings and open space with natural site features or their visual relationship to
the development.
d) Creation of a functional and harmonious design for structures and site features, with special
attention to the following:
1.) An internal sense of order for the buildings and uses on the site and provision of a desirable
environment for occupants, visitors, and the general community;
Finding: The proposed campus improvements will improve the internal sense of order for the
buildings and uses on the site and provide a desirable environment for occupants, visitors,
and the general community. In total, these improvements will provide modernized and
expanded facilities, improved pedestrian access for students, faculty, and visitors.
2.) The amount and location of open space and landscaping;
Finding: The proposed campus improvements will not substantially alter the amount and
location of open space and landscaping. These improvements are detailed in the landscaping
section of the Site Plan Review.
3.) Materials, textures, colors, and details of construction as an expression of the design concept
and the compatibility of the same with the adjacent and neighboring structures and uses.
Finding: The proposed campus improvements include the construction of a new Early
Learning Center and a Transportation and Grounds Maintenance Facility. In each case, the
new buildings were designed to use materials, textures, colors, and details that are consistent
with the City’s zoning standards and compatible with both the surrounding neighborhood and
the school’s existing buildings. The proposed additions and their exterior materials are
detailed in the exterior building materials section of the Site Plan Review.
4.) Vehicular and pedestrian circulation, including walkways, interior drives, and parking in
terms of location and number of access points to the public streets, width of interior drives
and access points, general interior circulation, separation of pedestrian and vehicular traffic
and arrangements and amount of parking.
Finding: The proposed campus improvements will improve vehicle and pedestrian
circulation throughout the site. These improvements are detailed in the Access and Parking
and Pedestrian Circulation section of the Site Plan Review.
e.) Promotion of energy conservation through design, location, orientation and elevation of
structures, the use and location of glass in structures and the use of landscape materials and site
grading;
Finding: The ELC building will be heated and cooled by a geothermal system and utilizes
daylighting strategies to reduce electric lighting use. The building will have high-efficiency
window systems and is seeking LEED Certification.
f.) Protection of adjacent and neighboring properties through reasonable provision for surface water
Planning Application 2021-25
Page 4
drainage, sound and sight buffers, preservation of views, light and air and those aspects of design
not adequately covered by other regulations which may have substantial effects on neighboring
land uses, and;
Finding: The applicant has taken several steps to protect adjacent and neighboring properties.
These steps are detailed in the Landscaping and Engineering section of the Site Plan Review.
g.) The use will not be injurious to the use and enjoyment of other property in the immediate vicinity
for the purposes already permitted, nor tend to or actually diminish and impair property values
within the neighborhood.
Finding: The proposed campus improvements will not be injurious to the use and enjoyment of
other property in the immediate vicinity or diminish and impair property values within the
neighborhood.
h.) In Institutional zoning districts, the Conditional Use Permit application shall comply with the
standards, conditions and requirements stated in Section 102.309 of this Ordinance.
Finding: Section 102.309 provides for standards related to a conditional use that includes
demolition or removal of dwelling units and does not apply to this application.
i.) Traffic impacts such as increases in vehicular traffic, changes in traffic movements, traffic
congestion, interference with other transportation systems or pedestrian traffic, and traffic hazards
shall be considered by the Planning & Zoning Commission and City Council in evaluating an
application for a Conditional Use Permit.
Finding: The proposed campus improvement will improve internal traffic circulation and provide
an improved pedestrian experience. Details about the proposed changes can be found in the
Access and Parking and Landscaping sections of the Site Plan Review.
SITE PLAN REVIEW
Standards for reviewing a site plan application are detailed in Section 102-126 of the City Code. This
section establishes site plan review procedures and provides regulations pertaining to the enforcement
of site design standards consistent with the requirements of this section. These procedures are
established to promote high quality development to ensure the long-term stability of residential
neighborhoods and enhance the built and natural environment within the City as new development and
redevelopment activities occur.
Land Use and Zoning Standards. The land use and zoning designations are consistent with the
proposed improvements to The Blake School campus. The subject property is both guided and zoned
Institutional. According to the Comprehensive Plan, the Institutional land use category is intended to
capture public and semi-public uses such as schools, churches, government buildings and other civic
use. By comparison, the Institutional zoning district identifies schools and all structures, facilities, and
physical improvements as a conditional use.
Lot and Building Standards. The subject property is zoned Institutional and the lot and building
standards for this district are detailed in the table below. Given the size of The Blake School property
(more than 49 acres) and the internal orientation of the existing buildings and proposed additions, the
site remains in compliance with the setback standards listed below.
Lot & Building Standards for the Institutional District
Standard Required
Planning Application 2021-25
Page 5
Front Setback 35 feet
Side Setback (east) 35 feet
Side Setback (west) 35 feet
Rear Setback 35 feet
Maximum Height 35 feet
Exterior Building Materials. While the Institutional district does not provide specific exterior building
materials criteria, the conditional use permit standards do require building materials, textures, colors,
and details are compatible with the adjacent and neighboring structures and uses. The proposed
additions were designed to use materials, textures, colors, and details that are consistent with the City’s
zoning standards and compatible with both the surrounding neighborhood and the schools existing
buildings. Specifics for each building are detailed below.
According to the applicant, the Early Learning Center will be constructed using modular brick and brick
accents for the exterior walls, with aluminum-clad wood doors and windows. Two skybox features
made of aluminum and glass. Mechanicals will be stored next to the building, rather than on the roof
and will be enclosed in corrugated metal paneling. The Transportation and maintenance facility will be
constructed with concrete masonry block and will have aluminum and metal accent materials.
Building Height. The proposed Early Learning Center will be two-story design with a finished height
of 27 feet. The building does include three skyboxes, which are utilized to increase light and decrease
energy consumption, which have a height of 39 feet. Staff finds that while these are over the allowable
height within the district, they are similar in nature to items found in Section 102.621, such as belfries
and steeples which are allowed to over the height requirement with a Conditional Use Permit.
The Transportation and Grounds Maintenance Facility will be a single-story structure measuring 16
feet, 10 inches in height.
Access and Parking. The applicant has proposed improvements to Campus Drive to create better
pedestrian access as well as provide some room for overflow parking during events. A roundabout,
located in front of the Early Learning Center, will provide improved circulation for bus drop off and
helping limit bus-vehicle interactions.
The applicant proposes to remove an informal, gravel parking lot to create the Transportation and
Grounds Maintenance facility, as well as provide stormwater retention area and add 61 additional stalls
in front of the Early Learning Center. Section 102-484 of the City Code requires that the school use
and accessory uses of the theater, hockey arena and football stadiums have a total of 371 parking spaces.
The applicant has proposed a total of 373 parking spaces and is in compliance with this standard.
Pedestrian Circulation. The proposed campus improvements will improve pedestrian circulation
through significant improvements to Campus Drive. The applicant has proposed to reconstruct all of
Campus drive, from Blake Road through campus to the Early Learning Center and connecting with the
existing parking lot on the southside of the parcel and the newly constructed parking lot which serves
the early learning center. Campus Drive will now have a concrete sidewalk along the south side which
will run the length of the drive, and in front of drive lanes along Blake Road. There will also be
improved crossings along the stretch of the drive and detectable warning plates (also called truncated
domes), will be installed along Blake Road to improve accessibility. The City Engineer has requested
that as a condition of approval the applicant install a refuge island, complete with truncated domes, at
the entrance monumentation sign.
Landscaping. The applicant’s landscape plans include the removal of 28 trees where the Early
Planning Application 2021-25
Page 6
Learning Center will be constructed and does not show removal of trees for the construction of the
transportation and grounds maintenance facility. The applicant plans to replace the trees and the
landscaping plan is consistent with Section 102-524 of the City Code, adding 96 total deciduous and
coniferous trees. Twenty-five trees will be located at the transportation and grounds maintenance
facility and are concentrated between the building and Blake Road to screen the building. Seventy-one
trees will be located around the early learning center near the new access drive, and around and
throughout the parking area.
Staff recommends a condition of approval require the applicant provide a landscape security in the form
acceptable to the City Attorney equal to 1.5 times the value of the proposed plantings. The letter of
credit shall be provided prior to the issuance of any building permit and shall be valid for a period of
time equal to two growing seasons after the date of installation of the landscaping.
Signage. The applicant’s plans to submit a new signage package for the campus outside of these
approvals and is aware that any new signage must conform to the City’s sign regulations and be
approved through a separate administrative sign permit.
Exterior Lighting. The applicant’s plans do not include an exterior lighting plan or light fixture details.
The applicant is still developing plans but is planning to obtain LEED certification for the building and
has noted that as such will be paying special attention to minimizing light pollution and monitoring
light levels. Staff recommends that a condition of approval require the applicant to receive approval of
their exterior lighting plans and light fixture details prior to issuance of a building permit.
Refuse Enclosure. The applicant’s plans for the Early Learning Center have refuse located within the
service yard and refuse for the transportation and grounds maintenance building will be located within
the fenced, outdoor storage area.
Exterior Storage. The applicant’s plan includes exterior storage located adjacent to the transportation
and grounds maintenance facility. The plan set indicates that this would be a chain link fence with vinyl
inserts, which would not be an allowed material, and will instead be a 6-foot cedar fence which is 90%
opaque. The revision to the fence material is shown in the supplemental narrative.
Engineering Standards. The City Engineer has reviewed the applicant’s plans and offers the following
comments:
• Access to trail and city easement on southern edge of parcel required at all times.
• Please add a pedestrian refuge island, complete with truncated domes, at the entrance
monumentation sign.
• Provide a minimum 10’ concrete or bituminous apron at all public trail connections. The Blake
School maintenance will be responsible for removing any excess materials which spill onto the
trail.
• Provide detail for connection to existing sanitary manhole.
o Sanitary sewer connection will require ROW permit and restoration.
Staff recommends a condition of approval require the applicant to comply with all conditions of the
City Engineer and receive all necessary approvals from the Minnehaha Watershed District.
Alternatives
1. Recommend approval of the conditional use permit application. By recommending approval of
these applications, the City Council will consider a recommendation of approval.
Planning Application 2021-25
Page 7
2. Recommend denial of the conditional use permit application. By recommending denial of these
applications, the City Council will consider a recommendation of denial. If the Planning
Commission considers this option, findings will have to be identified that support this alternative.
3. Continue for further information. If the Planning Commission indicates that further information is
needed, the items should be continued.
CITY OF HOPKINS
Hennepin County, Minnesota
PLANNING & ZONING COMMISSION RESOLUTION 2021-22
A RESOLUTION RECOMMENDING THE CITY COUNCIL APPROVE A CONDITIONAL
USE PERMIT FOR THE BLAKE SCHOOL CAMPUS IMPROVEMENTS
WHEREAS The Blake School initiated a conditional use permit (CUP) application for the
properties currently located at 110 Blake Road;
WHEREAS, these properties are legally described as Lot 1, Block 1, The Blake School
Addition, except that part embraced within the east 1/2 of the southwest 1/4 of Section 19 Township 117
Range 21 Hennepin County, Minnesota;
WHEREAS the procedural history of the application is as follows:
1. That a site plan application was initiated by the applicant on October 20, 2021;
2. That the Hopkins Planning and Zoning Commission, pursuant to published and mailed
notice, held a public hearing on the application and reviewed such application on
November 23, 2021, all persons present were given an opportunity to be heard; and,
3. That the written comments and analysis of City staff were considered;
AND, WHEREAS staff recommended approval of the site plan based on the findings outlined in
the staff report dated November 23, 2021.
NOW, THEREFORE, BE IT RESOLVED that the Planning & Zoning Commission of the
City of Hopkins hereby recommends the City Council approve a conditional use permit for The Blake
School, subject to the conditions listed below.
1. Issuance of a building permit.
2. Submission of a landscape security in a form acceptable to the City Attorney equal to 1.5
times the value of the proposed plantings. The letter of credit shall be provided prior to
the issuance of any building permit and shall be valid for a period equal to two growing
seasons after the date of installation of the landscaping.
3. All exterior signage shall be approved through a separate sign permit.
4. Approval of an exterior lighting plan prior to issuance of a building permit.
5. Conformance with all conditions of the City Engineer listed in the November 23, 2021,
staff report.
6. Approval of all necessary permits from the Minnehaha Creek Watershed District prior to
issuance of a building permit.
Adopted this 23rd day of November 2021.
________________________
Samuel Stiele, Chair
November 12, 2021 Writer’s Direct Dial 612-758-4729
Jason Lindahl
City Planner
City of Hopkins
1010 1st Street South
Hopkins, Minnesota 55343
Re: Blake School Early Learning Center
Supplemental Narrative for Zoning Application
HGA Commission Number 0512-004-00
Dear Jason Lindahl:
This supplemental narrative addresses site fencing and campus-wide parking.
SITE FENCING REVISION
FNC-1 originally listed on A405 as chain link fencing with vinyl privacy inserts will be replaced with
natural cedar fencing of the same height and layout as shown on the drawings. The fencing will
be primarily opaque (over 90%) with only small gaps between boards and the base board and
the ground.
CAMPUS-WIDE PARKING SUMMARY
See summary below of parking uses and a table showing total new parking counts provided at
the completion of the project.
Total new parking counts at the Blake Hopkins Campus:
Jason Lindahl
November 12, 2021
Page 2
The total proposed parking exceeds the minimum zoning parking requirements as summarized
below.
Hopkins Zoning Code Parking Requirements:
The total required parking for the Blake Hopkins Campus is 371 stalls.
School, Elementary and Junior High
1 per classroom at 54 = 54
1 per 100 students at 770 = 8
Theater, Hockey Arena, Stadium
1 per 5 seats for the following:
Football stadium at 750 = 150
Auditorium at 382 = 77
Hockey Arena at 410 = 82
Total Required = 371
Parking Operational Usage
The primary uses summarized above are not anticipated to run concurrently on the Blake
Campus based on current and ongoing operations. The football stadium and hockey arena
events do not typically overlap because they have separate seasons. Athletic and theatrical
events do not typically occur during the school day.
Blake has calculated an anticipated campus-wide parking demand during a typical day to be
a total of 250 stalls. This number includes parking for teachers, employees, and visiting parents
during the regular school day. After 3:00 p.m. students will be arriving for use of the athletic fields
and/or hockey arena. During this time, most of the school day parking demand is substantially
reduced and is not anticipated to go above the peak demand that occurs during the day.
To streamline peak traffic demand during pick up and drop off, East Entry Drive is being widened
to four traffic lanes. The two outer lanes will be converted to parallel parking spots to supplement
event parking in the evenings when campus traffic is reduced.
Sincerely,
Robert Good
Project Architect, HGA
u:\0000\512\004-00\01 general communications\correspondence\20211112-rg-supplemental zoning narrative.docx
ELC Neighborhood Meeting Minutes 11.10.21
Blake Dining Commons 6:30pm
Attendees: Dan Kelley Blake’s CFOO, Rob Good - HGA Architect, Roxanne Nelson - HGA
Architect, Kelly Polk - Mortenson Project Manager, Ramona Haines - Blake Project Manager.
Neighbors: Scott Kistner, Shelley Sheperd, Kim Sheats, Andrew Quirt, Bill Gleason, Brian
Hunker
Called to order: 6:35pm
1. Welcome and team introductions
a. Dan introduced himself, Rob and Roxanne from HGA introduced themselves,
Ramona introduced herself, Kelly with Mortenson introduced herself
b. Shared our relationships with neighbors are very important
2. Site plan and schedule review
a. Rob talked through the three parts of the project - Early Learning Center,
Transportation & Grounds Maintenance Facility and East Entry Drive
b. Rob walked through schedule Spring 2022-Fall 2023
3. Early Learning Center
a. Building to house grades PK, K & 1, 9 classrooms
b. Focus on Reggio Emilia - nature focus, lots of natural light
c. Exterior materials
i. Goal is to blend in with existing materials on campus, tie into existing
buildings with red brick and white frames around the windows
ii. Wood elements to tie into nature focused curriculum
d. Sustainability
i. LEED certified - Silver but aspiring to reach Gold
ii. Geothermal system - uses heat in ground to heat/cool the building
1. Also helps with aesthetic - no mechanical equipment on the roof
as an eyesore
iii. Focusing on using healthy/safe materials
4. Transportation & Grounds Maintenance Facility
a. Extensive landscape screening around the whole building
b. Yard will be fenced in, low visibility of work/materials inside
c. Will not create any new traffic in the area, enter and exit off of interior entry drive
5. Parking & Traffic Flow Improvements
a. East entry drive improvements
i. Widening to 4 lanes, adding curb and sidewalk
ii. Bus loop at ELC - will not change bus traffic direction or flow
iii. Widening of the road will increase parking during events, athletic games,
etc.
b. Traffic flow
i. Blake is now using golf carts and small buses to shuttle people during
large scale events. These measures make it easier to park on campus
and reduces parking on neighborhood streets..
ii. Adding 175 students (max number) to campus with closure of Highcroft
campus but expect half of those will ride the bus and about 25
staff/faculty.
ELC Neighborhood Meeting Minutes 11.10.21
Blake Dining Commons 6:30pm
iii. With ELC Parking lot and added entry drive parking, we will have more
than enough to accommodate the additional people on campus.
iv. Have streamlined pick up and drop off to move much more quickly as part
of the Blake Renewal projects and continue to streamline the process.
6. City of Hopkins meeting dates
a. Planning & Zoning Commission 11/23/21 6:30pm
b. City Council 12/7/21 7:00pm
7. Questions/Comments
a. Harrison Ave residents cannot park on their own street when there are sporting
events, how does Blake plan to resolve this?
i. Response: Dan shared Blake is aware of this concern and we have been
working to improve the situation. Since adding golf carts and a shuttle bus
to major events, we have seen much greater use of our lower lot by
visiting fans. We will continue to work on our communication with parents
from the home and visiting team to use our lots.
b. How many parking spaces is Blake adding?
i. Response: Blake is building a new lot by the ELC with 61 spaces. In
addition more parents will be able to park along the main driveway after
school, due to the widening of the driveway to 4 lanes.
c. Any plans for Blake owned properties on Harrison Ave- they’ve just sat since
they were purchased and are run down.
i. Response: No plans at this time, those homes are not part of this project.
d. Have traffic studies been done about this project?
i. Response: No, because we expect minimal impact to Blake Road and
Excelsior Blvd traffic given the significant investment we are making into a
new parking lot, widening our driveway and enhancing our bus travel
path.
e. Can the walking path be turned into a road?
i. Response: Blake doesn’t own that land.
f. Concern about noise at Transportation & Grounds Maintenance Facility before
8am and it being a dumping ground, visibility to equipment:
i. Response: Dan stated that Blake works closely with neighbors during
construction and during normal operations to address concerns. Dan
shared his contact information with the neighbor and encouraged him to
call anytime if there is a noise issue. Dan also shared the yard will be
fenced in and will have extensive landscape screening around the facility.
g. Will this project direct additional water to the south of the property? The neighbor
was concerned about this.
i. Response: All water from the ELC project area will flow north into existing
or new stormwater ponds.
h. Is it possible to improve pedestrian crossing where the trail meets Blake Rd?
i. Response: Not within the scope of this project and this issue is in the
City’s jurisdiction, but Blake is happy to help in that effort in any way they
can.
ELC Neighborhood Meeting Minutes 11.10.21
Blake Dining Commons 6:30pm
i. How is this project going to impact the tree line along the path?
i. Blake is actively working to keep as many old growth trees as possible,
and will replace any that need to be taken out. Blake will also be working
to mitigate invasive species in that area over the next few years.
Meeting adjourned: 7:20pm
ELC Neighborhood Meeting -Sign-in Sheet
November 10,2021 6:30 PM
Blake Campus Dining Commons
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A. ALL INTERIOR PARTITIONS SHALL BE "A3a" UNLESS NOTED OTHERWISE.
B. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED
FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR
"CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH.
C. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT.
D. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'-0" (3 M) WHEN
TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY
DIRECTION.
E. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF
PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR
REVIEW BY ARCHITECT. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE
LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON
SUBFLOOR FOR REVIEW BY ARCHITECT.
F. COORDINATE FURNITURE-RELATED ELECTRICAL LAYOUT WITH FURNITURE VENDOR.
G. WHERE HANDRAILS, GRAB BARS, CABINETS, WALL-MOUNTED DOOR STOPS, OR OTHER
WALL-HUNG ITEMS ARE ATTACHED TO PARTITIONS, INSTALL BACKER PLATES [OR WOOD
BLOCKING ] ACCURATELY POSITIONED AND FIRMLY SECURED TO METAL STUDS,
WHETHER OR NOT SUCH BACKER PLATES OR BLOCKING ARE INDICATED ON DRAWINGS.
H. WHERE NEW WORK ABUTS, ALIGNS OR ADJOINS EXISITING MATERIALS, MAKE SMOOTH
AND EVEN TRANSITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
FINISH NEW WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED
OTHERWISE.
I. CLOSE AND PATCH HOLES AND OPENINGS IN EXISTING FLOOR, WALL AND CEILING WHICH
EXIST OR RESULT FROM DEMOLITION OR ALTERATION WORK TO MATCH ADJACENT
UNDISTURBED SURFACES.
J. PRIOR TO CONCEALMENT OF FIRE RESISTIVE MATERIALS BY OTHER WORK, PATCH AND
REPAIR AREAS OF REMOVED OR DAMAGED APPLIED FIREPROOFING. COMPLETE
PATCHING AND REPAIR TO MAINTAIN EXISTING FIRE-RESISTANCE DESIGN IN
ACCORDANCE WITH FIREPROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR
CONDITIONS OF EXPOSURE AND INTENDED USE. COORDINATE TESTING AND INSPECTION
OF ASSEMBLIES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
K. PROVIDE FIRESTOPPING OF PENETRATIONS AND VOIDS THROUGH FIRE-RATED WALL,
FLOOR AND PARTITION ASSEMBLIES [AND ROOF] INCLUDING EMPTY OPENINGS AND
OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUIT AND OTHER ELEMENTS.
L. AT SOUND-RATED PARTITION WALLS, PROVIDE CONTINUOUS BEAD OF ACOUSTICAL
SEALANT AT AT JUNCTURE OF BOTH FACES OF RUNNERS OR PLATES WITH FLOOR AND
CEILING CONSTRUCTION, AND WHEREVER GYPSUM BOARD ABUTS DISSIMILAR
MATERIALS.
• AT OPENINGS AND CUTOUTS, FILL OPEN SPACES BETWEEN GYPSUM BOARD
AND FIXTURES, CABINETS, DUCTS AND OTHER FLUSH OR PENETRATING ITEMS,
WITH CONTINUOUS BEAD OF SEALANT.
• SEAL SIDES AND BACKS OF ELECTRICAL BOXES TO COMPLETELY CLOSE OFF
OPENINGS AND JOINTS.
GENERAL NOTES - FLOOR PLAN
CONSTRUCTION PLAN LEGEND
SEE A010 FOR ALL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS
(N) CONSTRUCTION
(E) CONSTRUCTION
TO REMAIN
TYPE OF ASSEMBLY
ASSEMBLY RATING
XXXXX
TACTILE EXIT SIGNAGE
INTERIOR PARTITION TAG
SEE PARTITION SHEET FOR
ADDITIONAL INFORMATION
DOOR TAG
SEE DOOR SCHEDULE AND LEGEND
FOR ADDITIONAL INFORMATION
WINDOW TAG
SEE DOOR SCHEDULE AND LEGEND
FOR ADDITIONAL INFORMATION
B
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SPFIRE BARRIER
SMOKE BARRIER
SMOKE PARTITIONS
ST RESIST PASSAGE OF SMOKE
E EXISTING AND RATED
P FIRE PARTITION
W FIRE WALL
TEMPORARY
CONSTRUCTION
1
4
2
3
TWO HOUR RATED
ONE HOUR RATED
THREE HOUR RATED
FOUR HOUR RATED
0 ZERO HOUR
2A4102A410
2 6
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G
G
II
JJ
KK
M
N
1A4101A410
A4003
A4001
A4011
DINING
145
MOVEMENT
115
MOVEMENT
STORAGE
116
T
117
DATA
127
MAIN ENTRY; FIELD LEVEL
SERVICE ENTRY; FIELD LEVEL
3A4103A410
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
LEARNING
KITCHEN
147
MS1
FM1
IC-1
IC-1 A6202
1
A401
D
C
B
1
1
3 4 5
L
115B
11610'-0" 10'-0" 10'-0" 10'-2"
A
3A411
3A411
A4002
1A411
1A411
T
119
130
127119117WW1
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
3A500
A4014
MS2
MS2
FC1
FM1
M12 B3a 100AD6a
118G6a
120
127
IC-1
CW1
CW2
MECHANICAL
122
HH
O
K.5
L.5
M.5
N.5A6223A62229'-3"BUILDING &
COMMONS
STORAGE
126
7'-0"2'-0"7'-0"
KITCHEN
154
RECEIVING
149
977 SF
PRE-K CR
131 A6227A622
8 A6229 A62210A6221465A6221112
13A622
14
2A421A6254213
3A610
2A610
5A610
7A610
10'-2" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
CUST./
MAINT
SUPPLIES
125
2A411
2A411
3A42110'-0" 10'-0"10'-0"15'-0"D.2
FF
1A422
4A421
1A420
3A420 4A420
1A421
2A422
3A422
28'-4"VESTIBULE
100
6.1
6.1
G.1
G.1
STORAGE
141 T
140 T
139
T
138
J
120
NOOK
132
NOOK
134
NOOK
136
FIELD
COMMONS
130
CORRIDOR
121
RECEPTION
102
CUBBY
ALCOVE
137
PRE-K CR
135
PRE-K CR
133
122
1251483
149B
141137133146
T
118
STORAGE
219
5'-0"5'-0"IM1
CUSTODIAL/
MAINTENANCE
OFFICE
209
FS1
FS1
FC1
FC1
1'-10"1'-10"2'-2" 9'-6"16'-0"29'-0"2'-4"1'-10"2'-2"2'-2"20'-6"22'-8"19'-4"8'-0"
F1
F2
6 3/4"
200 KW
GENERATOR,
REF ELECTRANSFORMER, REF ELECMAU 36'-5 3/8"EQ EQ
50'-2"10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
EQ EQEQ EQEQ EQ
130'-4"
87 SF
CUST.
(ADD ALT)
206
193 SF
STORAGE
(ADD ALT)
207
6"GAS METER10'-7 1/16"8'-11 11/16"
1'-0"
6'-10 23/64"4'-6"GREASE INT.MH
CONFERENCE
105
DIRECTOR
104
OFFICE
103
HEALTH
108
T
110
STORAGE
111
T
148
GALLERY
101
140139138WORK
ROOM/
MAIL
109
CORRIDOR
106
TESTING
107105 104103108
110111107109CORRIDOR
146
ADMISSIONS
155
100B155
131
135
MM1
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 2:28:38 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtA201
OVERALL
FLOOR PLAN -
FIELD LEVEL
Author1/8" = 1'-0"1 FLOOR PLAN - FIELD LEVEL
F1
KEYNOTE - FLOOR PLAN
F1 CENTER WALL LOCATION ON GRIDLINE
F2 WD-1 BASE AND UPPER CABINETS WITH DOORS ANDDRAWERS. SSF-1 COUNTERTOP.
WD-1 BASE AND UPPER CABINETS WITH DOORS AND
DRAWERS. SSF-1 COUNTERTOP
F1
DN
PRINT
TRRC REFRBREWBREWSHRED
CHARGE
CHARGE
CHARGE
TRRC
CUT MWBRUTEBRUTEA. ALL INTERIOR PARTITIONS SHALL BE "A3a" UNLESS NOTED OTHERWISE.
B. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED
FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR
"CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH.
C. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT.
D. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'-0" (3 M) WHEN
TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY
DIRECTION.
E. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF
PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR
REVIEW BY ARCHITECT. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE
LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON
SUBFLOOR FOR REVIEW BY ARCHITECT.
F. COORDINATE FURNITURE-RELATED ELECTRICAL LAYOUT WITH FURNITURE VENDOR.
G. WHERE HANDRAILS, GRAB BARS, CABINETS, WALL-MOUNTED DOOR STOPS, OR OTHER
WALL-HUNG ITEMS ARE ATTACHED TO PARTITIONS, INSTALL BACKER PLATES [OR WOOD
BLOCKING ] ACCURATELY POSITIONED AND FIRMLY SECURED TO METAL STUDS,
WHETHER OR NOT SUCH BACKER PLATES OR BLOCKING ARE INDICATED ON DRAWINGS.
H. WHERE NEW WORK ABUTS, ALIGNS OR ADJOINS EXISITING MATERIALS, MAKE SMOOTH
AND EVEN TRANSITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
FINISH NEW WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED
OTHERWISE.
I. CLOSE AND PATCH HOLES AND OPENINGS IN EXISTING FLOOR, WALL AND CEILING WHICH
EXIST OR RESULT FROM DEMOLITION OR ALTERATION WORK TO MATCH ADJACENT
UNDISTURBED SURFACES.
J. PRIOR TO CONCEALMENT OF FIRE RESISTIVE MATERIALS BY OTHER WORK, PATCH AND
REPAIR AREAS OF REMOVED OR DAMAGED APPLIED FIREPROOFING. COMPLETE
PATCHING AND REPAIR TO MAINTAIN EXISTING FIRE-RESISTANCE DESIGN IN
ACCORDANCE WITH FIREPROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR
CONDITIONS OF EXPOSURE AND INTENDED USE. COORDINATE TESTING AND INSPECTION
OF ASSEMBLIES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
K. PROVIDE FIRESTOPPING OF PENETRATIONS AND VOIDS THROUGH FIRE-RATED WALL,
FLOOR AND PARTITION ASSEMBLIES [AND ROOF] INCLUDING EMPTY OPENINGS AND
OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUIT AND OTHER ELEMENTS.
L. AT SOUND-RATED PARTITION WALLS, PROVIDE CONTINUOUS BEAD OF ACOUSTICAL
SEALANT AT AT JUNCTURE OF BOTH FACES OF RUNNERS OR PLATES WITH FLOOR AND
CEILING CONSTRUCTION, AND WHEREVER GYPSUM BOARD ABUTS DISSIMILAR
MATERIALS.
• AT OPENINGS AND CUTOUTS, FILL OPEN SPACES BETWEEN GYPSUM BOARD
AND FIXTURES, CABINETS, DUCTS AND OTHER FLUSH OR PENETRATING ITEMS,
WITH CONTINUOUS BEAD OF SEALANT.
• SEAL SIDES AND BACKS OF ELECTRICAL BOXES TO COMPLETELY CLOSE OFF
OPENINGS AND JOINTS.
GENERAL NOTES - FLOOR PLAN
CONSTRUCTION PLAN LEGEND
SEE A010 FOR ALL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS
(N) CONSTRUCTION
(E) CONSTRUCTION
TO REMAIN
TYPE OF ASSEMBLY
ASSEMBLY RATING
XXXXX
TACTILE EXIT SIGNAGE
INTERIOR PARTITION TAG
SEE PARTITION SHEET FOR
ADDITIONAL INFORMATION
DOOR TAG
SEE DOOR SCHEDULE AND LEGEND
FOR ADDITIONAL INFORMATION
WINDOW TAG
SEE DOOR SCHEDULE AND LEGEND
FOR ADDITIONAL INFORMATION
B
S
SPFIRE BARRIER
SMOKE BARRIER
SMOKE PARTITIONS
ST RESIST PASSAGE OF SMOKE
E EXISTING AND RATED
P FIRE PARTITION
W FIRE WALL
TEMPORARY
CONSTRUCTION
1
4
2
3
TWO HOUR RATED
ONE HOUR RATED
THREE HOUR RATED
FOUR HOUR RATED
0 ZERO HOUR
2A4102A410
2 6 7 8 9 10 11 12
EE
G
G
II
JJ
KK
M
N
1A4101A410
A4003
A4001
A4011
A4004
Open to below
Open to below
Open to below
ROOF BELOW
3A4103A410
13 14 15 16 17 18 19 20 21A620
2
1
A40161'-8"DD
CC
BB
1 3 4 5
L
FM1
FM1
AA
3A411
3A411
A4002
1A411
1A411
T
223
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"25'-0"2A500
A4014
FS1
FM1
200A
B3a
C3a
VESTIBULE
- FOREST
200
200B 218COMMONS
- FOREST
217
ORN RAIL-12
CD-1
CD-1 A3a
FS1
FS1
8'-0"
MUSIC
238
STORAGE
& KILN
240
HH
O
K.5
L.5
M.5
N.5
SPECIALIST
STORAGE
224
SPECIALIST
225
970 SF
ART
239
1ST GRADE
CR
251
1ST GRADE
CR
252A623
134 2A6235876A62312A623910A623
14A62315
1316
17 A6246A624
1243
578
260 SF
STAFF
ROOM
226
2A4216'-7"A6254 2 13
6A610
1A610
4A610
1ST GRADE
CR
248
2A411
2A411
3A421
D.2
D.2
FF
1A422
4A421
1A420
3A420 4A420
1A421
2A422
3A422
9A6619 5/8"1'-10"6.1
58'-4 3/4"G.1
G.1
KINDERGARTEN
204
NOOK
249 NOOK
250
COMMONS
TREETOP
242
CORRIDOR
235
NOOK
253
WORK
ROOM
227
CORRIDOR
221
NOOK
210
NOOK
203
CORRIDOR
213
CUBBY
ALCOVE
214
COUNSELING
218
LEARNING
SUPPORT
215
204A
203204B
205A212211210206
205B215209A209C 216209B
230
236228
223
238B238A239240
252A
251C248A253249250251A229242ø 2' - 10"KINDERGARTEN
205
KINDERGARTEN
209
42'-8"29'-0"2'-8"
2'-2"2'-8"29'-0"13'-8"1'-10"1'-10" 8'-8"19'-4"8'-4"
2'-2"27'-8"29'-0"2'-4"42'-8"17'-4"5'-4"2'-2"2'-8"29'-0"18'-8"2'-8"29'-0"42'-8"
2'-2"2'-2"32'-8"29'-0"12'-8"12'-0"2'-2"2'-2"52'-8"120'-8"2'-2"2'-2"
2'-2"1'-10"2'-2"2'-2"65'-4"EQ EQ EQ EQ
1'-0"19'-0"0"6'-1 11/16"10'-2" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 2:26:39 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtA202
OVERALL
FLOOR PLAN -
FOREST /
TREETOP LEVEL
Author1/8" = 1'-0"1 FLOOR PLAN - TREETOP LEVEL
KEYNOTE - FLOOR PLAN
F1 CENTER WALL LOCATION ON GRIDLINE
F2 WD-1 BASE AND UPPER CABINETS WITH DOORS AND
DRAWERS. SSF-1 COUNTERTOP.
WD-1 BASE AND UPPER CABINETS WITH DOORS AND
DRAWERS. SSF-1 COUNTERTOP
?
?
A. ALL INTERIOR PARTITIONS SHALL BE "A6c" UNLESS NOTED OTHERWISE.
B. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED
FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR
"CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH.
C. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT.
D. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'-0" (3 M) WHEN
TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY
DIRECTION.
E. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF
PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR
REVIEW BY ARCHITECT. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE
LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON
SUBFLOOR FOR REVIEW BY ARCHITECT.
F. COORDINATE FURNITURE-RELATED ELECTRICAL LAYOUT WITH FURNITURE VENDOR.
G. WHERE HANDRAILS, GRAB BARS, CABINETS, WALL-MOUNTED DOOR STOPS, OR OTHER
WALL-HUNG ITEMS ARE ATTACHED TO PARTITIONS, INSTALL BACKER PLATES [OR WOOD
BLOCKING ] ACCURATELY POSITIONED AND FIRMLY SECURED TO METAL STUDS,
WHETHER OR NOT SUCH BACKER PLATES OR BLOCKING ARE INDICATED ON DRAWINGS.
H. WHERE NEW WORK ABUTS, ALIGNS OR ADJOINS EXISTING MATERIALS, MAKE SMOOTH
AND EVEN TRANSITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
FINISH NEW WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED
OTHERWISE.
I. CLOSE AND PATCH HOLES AND OPENINGS IN EXISTING FLOOR, WALL AND CEILING WHICH
EXIST OR RESULT FROM DEMOLITION OR ALTERATION WORK TO MATCH ADJACENT
UNDISTURBED SURFACES.
J. PRIOR TO CONCEALMENT OF FIRE RESISTIVE MATERIALS BY OTHER WORK, PATCH AND
REPAIR AREAS OF REMOVED OR DAMAGED APPLIED FIREPROOFING. COMPLETE
PATCHING AND REPAIR TO MAINTAIN EXISTING FIRE-RESISTANCE DESIGN IN
ACCORDANCE WITH FIREPROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR
CONDITIONS OF EXPOSURE AND INTENDED USE. COORDINATE TESTING AND INSPECTION
OF ASSEMBLIES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
K. PROVIDE FIRESTOPPING OF PENETRATIONS AND VOIDS THROUGH FIRE-RATED WALL,
FLOOR AND PARTITION ASSEMBLIES [AND ROOF] INCLUDING EMPTY OPENINGS AND
OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUIT AND OTHER ELEMENTS.
L. AT SOUND-RATED PARTITION WALLS, PROVIDE CONTINUOUS BEAD OF ACOUSTICAL
SEALANT AT AT JUNCTURE OF BOTH FACES OF RUNNERS OR PLATES WITH FLOOR AND
CEILING CONSTRUCTION, AND WHEREVER GYPSUM BOARD ABUTS DISSIMILAR
MATERIALS.
• AT OPENINGS AND CUTOUTS, FILL OPEN SPACES BETWEEN GYPSUM BOARD
AND FIXTURES, CABINETS, DUCTS AND OTHER FLUSH OR PENETRATING ITEMS,
WITH CONTINUOUS BEAD OF SEALANT.
• SEAL SIDES AND BACKS OF ELECTRICAL BOXES TO COMPLETELY CLOSE OFF
OPENINGS AND JOINTS.
GENERAL NOTES - FLOOR PLAN
21
A
B
C
G
D
E
F
1'-7 5/8"76'-8 3/4"1'-7 5/8"2'-6"32'-0"1'-6"
EPDM-1
1/2" / 12"
SMF-1
SMF-1
7
A405
1
A405
5
A405
3
A405
8A405
2A405
OUTDOOR
EQUIPMENT
YARD
21
Bus Maint.
100
Driver
Lounge
101
Bus Disp.
103
Grounds &
Transportation
Mgmt Office
104
Grounds
Maint.
107
Toilet
102
1'-0"30'-0"1'-0"
101B 102103106
101A100107B107A104A
108A 80'-0"32'-0"
MM1
MM1
MM1
MM1
6A405
4A405
F1
M8a
F2
F3
F4
3'-4" 12'-0"8'-8" 5'-4" 5'-8" 5'-4" 7'-8"12'-0" 2'-0" 12'-0" 6'-0"
F2 F5
6'-0"2'-0"M8a3'-8 3/4" 5'-4" 12'-0"7'-8"
M8aM8aALIGN3'-9" 5'-4" 6'-8" 3'-4" 2'-0" 7'-8"
F4
F4
M8aM8a
F84'X28'
F84'X12'
F9
7
A405
1
A405
5
A405
3
A405
6'-0"23'-0"5'-4"51'-8"F10
F11
F12
F13
F12
F14
F14F14F14F15F16F16F16F18
2A460
TYP
F19
76'-0"
108B TRAVEL DISTANCE 70' -2"21
A
B
C
G
D
E
F
S1 OCC
TYPE VB
2,560 GSF
GARAGE
1003
300
4
OFFICE
207
100
3
2"
DOOR
10
34"
10 OFFICE
70
100
1
LOUNGE
246
100
3
GARAGE
464
100
2
NOTE: GATE TO REMAIN
OPEN DURING BUSNESS
HOURS
HGA NO:
DATE:
NO DESCRIPTION DATE
TRANSPORTATION
AND GROUNDS
MAINTENANCE
FACILITY
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343
COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-006-00
10/20/2021 1:40:11 PMC:\Users\acrobertg\Documents\Revit Local Files\A21-Blake School-Bus Maintenance Facility-0512-006-00_rgood@hga.com.rvtA205
FLOOR, ROOF,
AND LIFE
SAFETY PLANS
Author1/8" = 1'-0"1 ROOF PLAN
1/8" = 1'-0"2 FLOOR PLAN - LEVEL 01
KEYNOTE - FLOOR PLAN
Keynote
Number Keynote Text
F1 KITCHEN SINK, COUNTER, BASE AND UPPER CABINETS
F2 WORK SINK
F3 EMERGENCY EYE WASH AND SHOWER
F4 9 FOOT TRENCH DRAIN
F5 HOSE BIB
F8 RACK MOUNTED STORAGE PLACEHOLDER; BY OWNER
F9 WALL MOUNTED ELECTRICAL SERVICE BOX
F10 HM-001 FRAME; HM-FG DOOR
F11 HM-000 FRAME; HM- DOOR
F12 HM-010 FRAME; HM-FG DOOR
F13 HM-011 FRAME; HM-FG DOOR
F14 AFS-2 SLIDER
F15 AFS-1
F16 CD-1
F18 18 FT FNC-1 MOTORIZED SLIDING GATE
F19 14 FT FNC-1 MANUAL SLIDING GATE NOT FOR CONSTRUCTION1/8" = 1'-0"3 LIFE SAFETY PLAN - LEVEL 01
2A4102A410
2 6 7 8 9 10 11 12
E
G
I
J
K
M
N
1A4101A410
A4003
A4001
A4011
A4004
3A4103A410
13 14 15 16 17 18 19 20 21
A401
D
C
B
1 3 4 5
L
A
3A411
3A411
A4002
EPMD-3
1A411
1A411
EPDM-2
EPDM-2
EPDM-2 SLOPEA4014
SLOPE 1/4"
PER FOOT SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"PER FOOTSLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SERVICE YARD
OPEN TO BELOW
SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"
PER FOOT
METFAB-3
CONC. PAVER OVER
EPDM-1 AS REQD.
HOSE BIB, LEVEL 1 &
LEVEL 2 AT
EXTERIOR WALLS,
TYP.
ORN MET-1
TRELLIS, BETWEEN
GLU-1 BEAMS, TYP.
SMF-1
H
O
K.5
L.5
M.5
N.5
2A421
2A411
2A411
3A421
4 3/8"
4 3/8"4 3/4"D.2
F
1A422
4A421
1A420
3A420 4A420
1A421
2A422
6.1
G.1 SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOTSLOPE 1/4"PER FOOT120'-8"27'-7 27/32"SLOPE 1/4"
PER FOOT
SLOPE 1/4"
PER FOOT
A. UNIFORMLY SLOPE TAPERED INSULATION MINIMUM 1/4" IN HEIGHT PER 1'-0"
HORIZONTALLY (OR AS REQUIRED BY CODE) AT LEVEL ROOF AREAS, UNLESS
OTHERWISE NOTED.
B. MINIMUM ROOF INSULATION THICKNESS AT ROOF DRAINS (LOW POINT) = _ _"
SLOPE CRICKET INSULATION TO DRAIN AROUND PENETRATIONS (VENTS,
STACK, ETC) AND AT VALLEYS BETWEEN ROOF DRAINS.
C. UNLESS THERE ARE SCUPPERS PROVIDE SECONDARY ROOF DRAINS 2"
ABOVE PRIMARY ROOF DRAIN.
GENERAL NOTES - ROOF PLAN
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 2:25:01 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtA209
OVERALL
FLOOR PLAN -
ROOF
Author1/8" = 1'-0"1 ROOF T.O.S.
A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT
DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE
ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING
BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEW
AND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE
REQUIRED.
B. EXTERIOR BRICK TO BE <FBR-1> U.N.O.
C. EXTERIOR WINDOWS TO BE <AWDW-1> U.N.O.
D. EXTERIOR DOORS ADJACENT TO ALUMINUM-CLAD WOOD WINDOWS TO BE <AWDF-1> U.N.O.
GENERAL NOTES - EXTERIOR ELEVATIONS
FIELD LEVEL
100' - 0"
ROOF T.O.SKYBOX139' - 10"
2A410
2A410
TREETOP LEVEL
112' - 8"
EGIJKMN
1A410
1A410
3A410
3A410
ROOF T.O.P TREETOP
127' - 4"
D C BL A
AFS-1 SMF-1
MET FAB-3
HOK.5L.5M.5N.5
2A421
D.2FG.1
FBR-2
MP-2
GLU-1
ORN RAIL-13
WD-7WD-7
FBR-8
FBR-2
SMF-1
MP-3
FBR-8
FBR-8
FBR-2
AWDF-1
AWDW-1
MP-1 ORN RAIL-3
FBR-8
ORN RAIL-13
TYP AT BALCONIES
ORN RAIL-13GAS METERKITCHEN AIR MAKE-UP UNITOVERALL BLDG HT39'-10"MET STAIR-3
FIELD LEVEL100' - 0"
FOREST LEVEL109' - 4"
ROOF T.O.SKYBOX
139' - 10"
TREETOP LEVEL112' - 8"
26789101112131415161718192021
ROOF T.O.P TREETOP127' - 4"
1345
3A411
3A411
1A411
1A411
FBR-2
AFS-1MP-3
2A411
2A411
3A4204A420
6.1
FBR-2 FBR-2
MP-3
GLU-1 WD-7
MP-2
FBR-8
FBR-2
SMF-1SMF-1
MP-2
CLAD STEEL ROLING
GATE
EPDM-1
10'-0"AFS-1
TYP AT NORTH
ELEVATION
AFS-1
TYP AT NORTH
ELEVATIONOVERALL BLDG HEIGHT39'-10"SMR-1
AT SLOPE
SMR-1
AT SLOPE
FOREST LEVEL
109' - 4"
ROOF T.O.SKYBOX
139' - 10"
2A410
2A410
E G I J K M N
1A410
1A410
3A410
3A410
ROOF T.O.P TREETOP
127' - 4"
DCB LA
MP-1
H OK.5 L.5 M.5 N.5
ROOF T.O.P. FOREST
124' - 0"
D.2 F
1A420
G.1
FBR-2
SMF-1
GLU-1
FBR-2
SMF-1
FBR-8
GLU-1
FBR-2
FBR-8
AFS-1
MP-1PRIMARY WEST
ENTRANCE FDCLVR
AFS-1
FIELD LEVEL
100' - 0"
TREETOP LEVEL
112' - 8"
161718192021
ROOF T.O.P TREETOP
127' - 4"
2A411
2A411
1A421SMF-1
ORN RAIL-13
FBR-2
GLU-1
FBR-1 MATTE FINISH MODULAR BRICK, STANDARD RUNNING BOND
EXTERIOR MATERIALS LEGEND
FBR-2 MODULAR BRICK, SOLDIER STACK BOND
FBR-8 MODULAR ACCENT BRICK, STANDARD RUNNING BOND, COLOR TBD
GLU-1 DOUGLAS FIR GLULAMS
AFS-1 ALUMINUM FRAMED GLAZING SYSTEM, PVDF RESIN BASED FINISH (KYNAR)
AWDF-1 ALUMINUM-CLAD WOOD DOORS AND FRAMES, PVDF RESIN BASED FINISH (KYNAR)
AWDW-1 ALUMINUM-CLAD WOOD WINDOWS, PVDF RESIN BASED FINISH (KYNAR)
SMF-1 PREFINISHED ALUMINUM SHEET METAL FLASHING
SMR-1 ROOF CLADDING ASSEMBLY WITH MP-3 FINISH PANEL
ORN RAIL-13 EXTERIOR GUARDRAIL, GALVANIZED STEEL BAR RAILS AND VERTICAL PICKETS,
HPC FINISH
MP-1 FORMED ALUMINUM METAL PANEL, PVDF FINISH TO MATCH WINDOW MULLIONS
MP-2 CORRUGATED METAL PANEL, PVDF RESIN BASED FINISH
WD-7 THERMALLY MODIFIED ASH
MP-3 CORRUGATED METAL PANEL, PVDF RESIN BASED FINISH
LVR PREFINISHED METAL LOUVER, COLOR TO MATCH BRICK
EPDM-1 FULLY ADHERED ELASTOMERIC ROOFING SYSTEM
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
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OVERALL
EXTERIOR
ELEVATIONS
1/8" = 1'-0"1 ELEVATION - EAST
1/8" = 1'-0"3 ELEVATION - NORTH
1/8" = 1'-0"4 ELEVATION - WEST
1/8" = 1'-0"2 ELEVATION - COMMONS NORTH
FIELD LEVEL
100' - 0"
FOREST LEVEL
109' - 4"
ROOF T.O.SKYBOX
139' - 10"
TREETOP LEVEL
112' - 8"
2 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
ROOF T.O.P TREETOP127' - 4"
1 3 4 5
3A411
3A411
1A411
1A411
FBR-2
ROOF T.O.P. FOREST
124' - 0"
2A411
2A411
3A4211A422
4A421
1A421
6.1
FBR-2
GLU-1
MP-3
WD-7
ORN RAIL-13TYP AT BALCONIES
MP-3
ORN RAIL-13
SMF-1
SMF-1
MP-3
FBR-8
GLU-1
FBR-8
GLU-1
FBR-8
FBR-8
AFS-1
MP-3
WD-7
FBR-8
FBR-2
MP-1
FBR-2OVERALL BLDG HEIGHT39'-10"EPDM-1AT ROOF
SMR-1AT SLOPE
SMR-1AT SLOPE
AWDW-1
FIELD LEVEL
100' - 0"
TREETOP LEVEL
112' - 8"
J K M N
ROOF T.O.P TREETOP
127' - 4"
LK.5 L.5 M.5 N.5
GLU-1
MP-3
ORN RAIL-13
FBR-2
FBR-2
WD-7
SMF-1
FBR-8
FBR-8
MP-1
FIELD LEVEL
100' - 0"
FOREST LEVEL
109' - 4"
2A410
2A410
JKMNLOK.5L.5M.5N.5
ROOF T.O.P. FOREST
124' - 0"
2A422
FBR-2
GLU-1
FBR-8
ORN RAIL-13
FBR-2
LVR
SMF-1
FIELD LEVEL
100' - 0"
TREETOP LEVEL
112' - 8"
ROOF T.O.P TREETOP
127' - 4"
C B A
FBR-2
SMF-1
FBR-8W3
FIELD LEVEL
100' - 0"
FOREST LEVEL
109' - 4"
E D C
MP-2
F
3A422
A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT
DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE
ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING
BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEW
AND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE
REQUIRED.
B. EXTERIOR BRICK TO BE <FBR-1> U.N.O.
C. EXTERIOR WINDOWS TO BE <AWDW-1> U.N.O.
D. EXTERIOR DOORS ADJACENT TO ALUMINUM-CLAD WOOD WINDOWS TO BE <AWDF-1> U.N.O.
GENERAL NOTES - EXTERIOR ELEVATIONS
FBR-1 MATTE FINISH MODULAR BRICK, STANDARD RUNNING BOND
EXTERIOR MATERIALS LEGEND
FBR-2 MODULAR BRICK, SOLDIER STACK BOND
FBR-8 MODULAR ACCENT BRICK, STANDARD RUNNING BOND, COLOR TBD
GLU-1 DOUGLAS FIR GLULAMS
AFS-1 ALUMINUM FRAMED GLAZING SYSTEM, PVDF RESIN BASED FINISH (KYNAR)
AWDF-1 ALUMINUM-CLAD WOOD DOORS AND FRAMES, PVDF RESIN BASED FINISH (KYNAR)
AWDW-1 ALUMINUM-CLAD WOOD WINDOWS, PVDF RESIN BASED FINISH (KYNAR)
SMF-1 PREFINISHED ALUMINUM SHEET METAL FLASHING
SMR-1 ROOF CLADDING ASSEMBLY WITH MP-3 FINISH PANEL
ORN RAIL-13 EXTERIOR GUARDRAIL, GALVANIZED STEEL BAR RAILS AND VERTICAL PICKETS,
HPC FINISH
MP-1 FORMED ALUMINUM METAL PANEL, PVDF FINISH TO MATCH WINDOW MULLIONS
MP-2 CORRUGATED METAL PANEL, PVDF RESIN BASED FINISH
WD-7 THERMALLY MODIFIED ASH
MP-3 CORRUGATED METAL PANEL, PVDF RESIN BASED FINISH
LVR PREFINISHED METAL LOUVER, COLOR TO MATCH BRICK
EPDM-1 FULLY ADHERED ELASTOMERIC ROOFING SYSTEM
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
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OVERALL
EXTERIOR
ELEVATIONS
Author1/8" = 1'-0"1 ELEVATION - SOUTH
1/8" = 1'-0"3 ELEVATION - PIAZZA WEST
1/8" = 1'-0"2 ELEVATION - PIAZZA EAST
1/8" = 1'-0"4 ELEVATION - EAST @ ENTRY
1/8" = 1'-0"5 ELEVATION - SERVICE EAST
A. SEE A460 FOR EXTERIOR WALL TYPES AND ASSEMBLIES.
B. SEE A600 FOR EXTERIOR DOOR AND WINDOW FRAME TYPES AND SIZES
GENERAL NOTES - EXTERIOR ELEVATIONS
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A405
2 1
6'-0"CMU-12
SMF-1
FNC-1
2A460TYP
T.O.P
116' - 10"
LEVEL 01
100' - 0"
B.O.R
114' - 0"
8A405
B.O.STEM WALL
96' - 4"
6A405 4A405
CMU-12
SMF-1
LVR-1
AFS-2
T.O.P
116' - 10"
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A405 21
B.O.STEM WALL
96' - 4"
CMU-12
SMF-1
FNC-1
T.O.P
116' - 10"
LEVEL 01
100' - 0"
B.O.R
114' - 0"
8A4056A4054A405
CMU-12
SMF-1
CD-1CD-1 LVR-1
AFS-1AFS-2
CMU-12
FNC-1 FNC-1
T.O.P
116' - 10"
SMF-1
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A405
2 1
30'-0"
1 /2 " / 1 2 "
B.O.STEM WALL
96' - 4"
IM-1IM-1
MM1
E1
E2 E3
T.O.P
116' - 10"
2'-6"1'-6"
EPDM-1
LEVEL 01
100' - 0"
B.O.R
114' - 0"
8A405
B.O.STEM WALL
96' - 4"
6A405 4A405
E4
E6 E5E5
MM1
IM-1
E1
E2
SMR-1
M8aM8a
T.O.P
116' - 10"
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A405
2 1
B.O.STEM WALL
96' - 4"
MM1
IM-1 IM-1
E1
E2 E3
E4 E6
T.O.P
116' - 10"
EPDM-1
1 /2 " / 1 2 "
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A4052 1
B.O.STEM WALL
96' - 4"
MM1
IM-1 IM-1
CD-1E1
E2 E3
EPDM-1
T.O.P
116' - 10"
112' - 0"
1 /2 " / 1 2 "
CMU-12 CONCRETE MASONRY BLOCK; BURNISHED FINISH
EXTERIOR MATERIALS LEGEND
AFS-2 ALUMINUM FRAMED GLAZING SYSTEM, PREFINISHED PAINTED
LVR-1 PREFINISHED METAL LOUVER, PREFINISHED PAINTED
SMF-1 ALUMINUM SHEET METAL FLASHING; PREFINISHED PAINTED
CD-1 INSULATED COILING DOOR, PREFINISHED PAINTED
EPDM-1 EPDM MEMBRANE ROOFING, BLACK
FNC-1 CHAIN LINK FENCING WITH VINYL PRIVACY INSERTS
AFS-2 OPERABLE ALUMINUM FRAMED GLAZING SYSTEM, PREFINISHED PAINTED
HGA NO:
DATE:
NO DESCRIPTION DATE
TRANSPORTATION
AND GROUNDS
MAINTENANCE
FACILITY
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343
COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-006-00
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OVERALL
EXTERIOR
ELEVATIONS &
SECTIONS
1/8" = 1'-0"7 NORTH EXTERIOR ELEVATION
1/8" = 1'-0"5 EAST EXTERIOR ELEVATION
1/8" = 1'-0"3 SOUTH EXTERIOR ELEVATION
1/8" = 1'-0"1 WEST EXTERIOR ELEVATION
1/8" = 1'-0"8 SECTION AT TRANSPORTATION SERVICE BAY
1/8" = 1'-0"2 LONGITUDINAL SECTION
1/8" = 1'-0"6 SECTION AT OFFICE
1/8" = 1'-0"4 SECTION AT GROUNDS MAINTENANCE BAY
KEYNOTE - ELEVATION/SECTION
Keynote
Number Keynote Text
E1 WOOD TRUSS; SEE STRUCTURAL NARRATIVE
E2 CONCRETE SLAB ON GRADE; SEE STRUCTURAL NARRATIVE
E3 CONCRETE APRON; SEE CIVIL
E4 MET STUD PARTITIONS 6" ABOVE FINISHED CEILING; BRACE TO ABOVE
E5 INTERIOR CMU BRACED WALL TO UNDERSIDE OF ROOF DECK; SEE
STRUCTURAL NARRATIVE
E6 ENCLOSED OVERHEAD SPACE FOR DESIGN BUILD MECHANICAL NOT FOR CONSTRUCTION12" = 1'-0"
LEGEND - EXTERIOR MATERIALS
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
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EXTERIOR
RENDERINGS
Author1 1/2" = 1'-0"1 EAST RENDER VIEW
1 1/2" = 1'-0"2 NORTH RENDER VIEW
1 1/2" = 1'-0"3 SOUTH RENDER VIEW
1 1/2" = 1'-0"4 WEST RENDER VIEW
OWNER: Blake, 110 Blake Road South, Hopkins MN, 55343
CONTACT: Anne Stavney, Ph. D.
STRUCTURAL:HAMMEL, GREEN AND ABRAHMSON (HGA)
CONTACT: Lauren Piepho
MECHANICAL:HAMMEL, GREEN AND ABRAHMSON (HGA)
CONTACT: Leighton Deer
CIVIL:HAMMEL, GREEN AND ABRAHAMSON (HGA)
CONTACT: Kenny Horns
ELECTRICAL:HAMMEL, GREEN AND ABRAHMSON (HGA)
CONTACT: Jared Kovarik
LANDSCAPE:HAMMEL, GREEN AND ABRAHMSON (HGA)
CONTACT: Brit Erenler
ARCHITECT: HAMMEL, GREEN AND ABRAHAMSON (HGA)
CONTACT: Rob Good
PHONE: 952-988-3403
EMAIL: astavney@blakeschool.org
PHONE: 612.758.4729
EMAIL: rgood@hga.com
PHONE: 612-578-7703
EMAIL: khorns@hga.com
PHONE: 612 758 4463
EMAIL: JKovarik@hga.com
PHONE: 612.758.4477
EMAIL: berenler@hga.com
PHONE: 612.758.4528
EMAIL: ldeer@hga.com
PHONE: 612.758.4293
EMAIL: LPiepho@hga.com
ACOUSTICAL:Kvernstoen, Rönnholm, and Associates
CONTACT: Sari Rönnholm
PHONE: 612.374.3800
EMAIL: sarir@kracoustics.com
FOOD SERVICE:Rippe Associates
CONTACT: Terry Pellegrino
PHONE: 952.933.0313
EMAIL: terryp@rippeassociates.com
NUMBER SHEET NAME
0 - GENERAL
G001 COVERSHEET
G031 LIFE SAFETY PLAN FIELD LEVEL & CODE SUMMARY
G032 LIFE SAFETY PLAN FOREST & TREETOP LEVEL
1 - CIVIL
C000 1 OF 2 PARTIAL BOUNDARY, LOCATION, TOPOGRAPHIC AND UTILITY SURVEY
C001 CIVIL NOTES & LEGEND
C000 2 OF 2 PARTIAL BOUNDARY, LOCATION, TOPOGRAPHIC AND UTILITY SURVEY
C002 CAMPUS SITE PLAN
2 - LANDSCAPE
L100 TREE REMOVAL AND PROTECTION PLAN
L120 TREE PRESERVATION AND PROTECTION DETAILS
L200 LAYOUT AND MATERIALS PLAN
L400 PLANTING PLAN
L440 PLANT MATERIAL SCHEDULE
NUMBER SHEET NAME
C200 SITE DEMOLITION PLAN
C205 SITE DEMOLITION PLAN MAINTENANCE GARAGE
C300 SITE LAYOUT PLAN
C301 SITE LAYOUT & SURFACING PLAN ELC
C305 SITE PLAN MAINTENANCE GARAGE
C400 OVERALL GRADING PLAN
C401 SITE GRADING PLAN ELC
C501 SEWER STRUCTURE SCHEDULE & DETAILS
C600 EAST ENTRY PLAN & PROFILE SHEET GUIDE
C601 ROAD PLAN & PROFILE-1
C500 SITE UTILITY PLAN ELC
C603 ROAD PLAN & PROFILE-3
C602 ROAD PLAN & PROFILE-2
4 - ARCHITECTURAL
A201 OVERALL FLOOR PLAN - FIELD LEVEL
A202 OVERALL FLOOR PLAN - FOREST / TREETOP LEVEL
A400 EXTERIOR ELEVATIONS
A401 EXTERIOR ELEVATIONS
C000 1 OF 1 PARTIAL BOUNDARY, LOCATION, TOPOGRAPHIC AND UTILITY SURVEY
A205 FLOOR, ROOF, AND LIFE SAFETY PLANS
A405 OVERALL EXTERIOR ELEVATIONS & SECTIONS
A406 EXTERIOR RENDERINGS
C003 CAMPUS STORM WATER PLAN
C502 SANITARY SEWER PLAN AND PROFILE
A206 OVERALL FLOOR PLAN - ROOF
L405 ENLARGED PLANTING PLANS
UP
W/DUCFRIGEPRINT RANGEREFRBREWBREWDW
FSSHREDLAMCUT
CHARGE
CHARGEBUILD
CART
LIFE SAFETY PLAN SYMBOL DESIGNATIONS
(SYMBOLS ONLY- SEE LIFE SAFETY PLANS FOR ACTUAL INFORMATION)
LIFE SAFETY CODE CONSTRUCTION TYPE
LIFE SAFETY CODE OCCUPANCY TYPE
FUNCTION OF SPACE
TOTAL SQUARE FEET
OCCUPANT LOAD FACTOR
OCCUPANT LOAD
EXIT/EXIT-ACCESS COMPONENT
(E.G., STAIR, DOOR)
NUMBER OF OCCUPANTS USING
EXIT/EXIT-ACCESS COMPONENT
MINIMUM REQUIRED CLEAR WIDTH (INCHES)
AVAILABLE CLEAR WIDTH (INCHES)
COMMON PATH OF TRAVEL OR EXIT
ACCESS TRAVEL DISTANCE (#FEET)
TRAVEL DISTANCE TO NEAREST EXIT (FEET)
NUMBER OF OCCUPANTS USING
EXIT/EXIT-ACCESS COMPONENT
ACCESSORY
OCCUPANCY
REQUIRED ASSEMBLY RATING
FIRE EXTINGUISHER FIRE DEPARTMENT
CONNECTION
STANDPIPE HOSE
CONNECTION
SMOKE BARRIER/COMPARTMENT HORIZONTAL EXIT
ASSIGNED
OCCUPANCY AREA
TYPE IA
B OCC OCC
##
F
SP
HE
S
FIRE ALARM PULL STATIONFA
AREA OF REFUGEAR
EXIT DISCHARGEED
AREA N.I.C.
B
S
P
W
ONE HOUR FIRE PARTITION
ONE HOUR FIRE BARRIER
ONE HOUR FIRE WALL
ONE HOUR SMOKE BARRIER
SPSMOKE PARTITION
1
1
1
1
0
W
W
S
B
TWO HOUR SMOKE BARRIER
TWO HOUR FIRE WALL
THREE HOUR FIRE BARRIER
THREE HOUR FIRE WALL
2
3
2
3
BTWO HOUR FIRE BARRIER
2
NEW EXISTINGASSEMBLY TYPE
EB
ES
EP
EW
ESP
EW
EW
ES
EB
EB
DRINKING FOUNTAIND
ASSIGNED STORM
SHELTER
OCCUPANCY
AREA
M
IN
I
M
U
M
E
XIT S
E
P
A
R
A
TI
O
N
= 2
8'-1"
8
4'-1 1/2"
27 ED
ED
ED
ED
ED
EDED
13"
DOOR
81
68"
5"
DOOR
27
34"
PRE K
3073
20
154
81
27
27
5"
DOOR
27
34"
5"
DOOR
27
34"
KITCHEN
1150
200
6
ELE
193
300
1
EMERG ELE
177
300
1
DINING
1433
15
96
CONF
228
15
16
COMMONS
539
5
108
ADMIN
1009
100
11
EXIT SEPARATION47'-1"MOVEMENT
2743
50
61
STORAGE
340
300
2
STORAGE
953
300
3
MECHANCIAL
790
300
3
31
2-B
2-B
31
5"
DOOR
31
68"
5"
DOOR
31
68"
ED
261
40"
DOOR
261
68"
29"
STAIR
144
48"
130
20"
DOOR
130
34"
20"
DOOR
130
34"
130
E OCC
TYPE VB
19,210 GSF
CUBBIES
300
50
6
144
127
STORM SHELTER
1. ALLOWABLE
OCCUPANT DENSITY
3004 /5 = 600 OCC.
2. CALCULATED
SHELTER LOADING
METHOD 1 = 594
METHOD 2 = 359
GALLERY
281
30
10
RECEPTION
265
15
18
D
D
2-B
2-B
PRE K -LICENSED
CAPACITY SOUGHT:
17 OCC/ CLASSROOM X3 =
51 TOTAL
1-B
1-B
1-B
BUILDING CODE SUMMARY
A. Applicable Standards
• 2020 Minnesota Building Code
• 2020 Minnesota Energy Code
• 2020 Minnesota Accessibility Code
• 2020 Minnesota Mechanical and Fuel Gas Code
• 2015 Minnesota Plumbing Code
• 2020 Minnesota Fire Code
• 2020 National Electrical Code
• 2015 ICC-500 - Standard for the Design and Construction of Storm Shelters
B. Occupancy Classification (Chapter 3)
• (E) Education - below the 12th grade (303.1.3) with students older than 2 1/2
years (305.2)
C. Special Requirements (Chapter 4)
• Storm shelter required to be designed per ICC 500 (423.4)
• Storm shelter occupancy shall be designed to accommodate the greater of two
occupancy calculation methods (423.4.1) See end of code summary for full storm
shelter sizing and information.
• Preschool, Kindergarten and 1st grade classrooms are allowed on any floor up to
fourth floor above the grade plane provided the building is equipped with both an
automatic fire suppression system and an automatic alarm and smoke detection
system. (429.2.1)
• Accessory spaces used by Preschool, Kindergarten and 1st grade are allowed to
be one level above or below the grade plane provided the building is equipped
with both an automatic fire suppression system and an automatic alarm and
smoke detection system (429.23)
D. General Height And Area (Chapter 5)
• Allowable Height (Table 504.3, 504.4): Type VB/E= 2 Stories and 60 Feet
• Allowable Area (Table 506.2): Type VB/E =28,500 GSF per floor.
• Incidental Uses (509): Furnace, boiler, refrigerant machinery rooms, group labs
and vocational areas are allowed to be non-rated separations with building wide
automatic sprinkler system.
E. Type of Construction (Chapter 6)
Type VB (Table 601):
Structural frame 0 hour
Interior bearing walls 0 hour
Exterior bearing walls 0 hour
Floor Construction (Beam/joist)0 hour
Roof construction (Including support beams/joist) 0 hour
F. Fire and Smoke Protection Features
1. Exterior Walls Rating (TABLE 602)
• 10-30FT VB/E occupancy = 1HR
• >30FT VB/E occupancy = 0HR
2. Allowable Area of Openings (TABLE 705.8)
• Tabular value. (Table 705.8) 75% allowable area of protected openings at 15-20
feet,
• No Limit at greater than 20 feet of separation.
3. Fire Barrier (707)
• A 2HR rated fire barrier is required per ICC 500 separating the storm shelter from
the rest of the building. 2HR is the minimum rated fire barrier based on
occupancy (707.3.10).
• (707.6) Openings in a fire barrier shall be protected in accordance with 716. In
aggregate width of opening at any floor level not more than 25% of length of the
wall. Per exception 2. The size of each individual opening is not limited where
both buildings are equipped throughout with automatic sprinkler system.
• (716.1.2) Openings must be protected by a minimum 1.5HR rated fire
door/shutter.
4. Shaft Enclosure Fire Resistance Rating (713.4):
• Shaft enclosures shall have a fire resistance rating of not less than 1HR where
connecting less than four stories. Fire rating cannot be less than floor assembly
penetrated, thus a 1HR rating is required.
• See Sections 1019 and 1023 for provisions for exterior and interior egress
stairways.
• A two story opening is allowed provided it meets all provisions of (712.1.9).
G. Interior finish ratings
Interior Wall and Ceiling Finishes Requirements by Occupancy (IBC Table
803.13): E Occupancy
• Exit enclosures and passage ways: ‘B’
• Corridors :‘C’
• Rooms and enclosed spaces ‘C’
Interior Floor Finish 804.4
• Allowable Class I or Class II finishes.
• Class II materials are allowed in lieu of Class I materials due to presence of
automatic sprinkler system.
H. Fire Protection Systems (IBC 903.2.1.3):
• The entire building will be sprinkled with automatic system.The system is
required per (903.2.3) for E occupancies over 300 occupants.
• Portable fire extinguishers will be placed as per code. (IBC 906)
• The entire building will have an automatic alarm/ smoke detection system.
• An emergency voice/ alarm communication system is required. System activation
per (907.5.2 and 907.6).
J. Egress (IBC Table 1004.5)
1. Area Per Occupant
• Storage and Mechanical equipment rooms 300GSF/occ
• Assembly standing 5 NSF/occ
• Assembly Unconcentrated (tables & chairs)15 NSF/occ
• Business Areas 100 GSF/occ
• Commercial Kitchens 200 GSF/occ
• Classrooms 20 NSF/occ
• Exercise rooms 50 GSF/occ
• Locker rooms (cubbies) 50 GSF/occ
2. Egress per Occupant Served - (1005):
with a sprinkler system and emergency voice/alarm communication system
• Stairways: 0.2 inches per occupant
• Doors: 0.15 inches per occupant
• Other egress components: 0.15 inches per occupant
3. Accessible Means of Egress (1009):
• 1009.1: Required
• 1009.3.2 Accessible stairways 48" min stairway width required, 48" between
handrails is not required per exception 1.
• 1009.3.3: Stairways. Areas of refuge are not required per exception 2.
• 1009.8: Two way communication system is required at elevator stops at floors
above the grade plane.
4. Travel Distance
• Common path - 75 feet with sprinkler system. (Table 1029.8)
• Exit Access - 250 feet with sprinkler system. (Table 1017.2)
• Exit separation – 1/3 diagonal of space (MBC 1017.1.1) Exception 2.
5. Corridor Fire-Resistance Rating (1020.1):
• E occupancy/ Required fire resistance rating in hours with sprinkler system: 0
hours
• Dead ends allowed up to 50' in E occupancies per exception 2. (1020.4)
6. Minimum number of exits for occupant load (1006.3.2):
• Spaces with one means of egress (Table 1006.3.3(2))
• E occupancies: Max 49 occ.
• Occupant Loads of 1-500: Min 2 exits
• Occupant Loads 501-1000: Min 3 exits
7. Panic Hardware (1010.1.10)
• Require in all rooms and spaces in E occupancies over 50.
• At electrical rooms over 1,200 rated amperes or over 6 ft wide.
K. Stairways
1. Vertical Fire Enclosures (MBC 1023):
• Stair provided per 1023.2; 2 hour rated enclosure.
2. Continuity (1023.3) Interior exit stairways shall lead directly to the exterior of the
building, except as permitted in section 1028.1 Up to 50% of the egress discharge
can be directed through the level of exit provided all of the following conditions are
met:
• (1.1) the exit is visible with free and unobstructed path of travel to exit
• (1.2) the level of exit discharge is separated from construction below by a rating
matching the entire enclosure
• (1.3) the building is fully sprinklered.
• (1.4) exit access stairway and interior exit stairway terminations shall be
separated by a distance of not less than 30 feet or not less than 1/4 of length of
maximum overall diagonal dimension of building.
3. Enclosure (1019.3) Exit access stairways that serve only two stories are not
required to be enclosed per exception 1.
4. Minimum Required Width (1011.2) 44 inches or 48 inches at accessible stairways
(1009.3.2)
L. Minimum Plumbing Fixtures (2902.1):
E Occupancy assigned fixtures - see Plumbing Fixture Count summary on this page
• Per IBC 2902.1.1 Unisex and family fixtures in E occupancies are allowed to be
assigned to either gender.
M. Storm Shelter (Section 423 and ICC-500)
• Storm shelter capacity determined by higher total of 2 methods (423.41 )
Method 1. Classrooms, vocational rooms and offices
Method 2. Indoor assembly space
See Life Safety Plan for calculation totals.
• Allowable occupant density of shelter is 5 occ./SF (Table 501.1)
• Exits - number of doors required per applicable code for the normal occupancy of
the space (Table 501.2)
• 2HR Fire Barriers and Horizontal Assemblies are required to separate the storm
shelter from the rest of the building (601.1.)
• Protection of critical support systems located outside of the shelter perimeter
must be protected by a means that meets the wind pressure and missile impact
requirements (701.1)
• Tornado shelters minimum sanitization facilities 2 min for first 500 occupants, 1
per additional 500 (Table 702.2)
N. Minnesota Provisions (MN Chapter 1300)
• An assigned recycling recycling pace is required per (1303.50)
• Radon venting is required per (1303.2402)
CHAPTER 29: PLUMBING FIXTURE COUNTS
WOMEN LAV
MEN LAV
WOMEN WC
MEN WC
DRINKING FOUNTAIN TOTAL PROVIDEDTOTAL REQUIREDDELTA10
10
14
14
8
NEW BUILDING
10
10
10
10
10
+4
+1
0
*
* Ballance of required drinking fountains are provided
by approved water dispensers per Table 2902.1 Note j.
+4
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 1:50:40 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtG031
LIFE SAFETY
PLAN FIELD
LEVEL, CODE
SUMMARY
Author3/32" = 1'-0"1 LIFE SAFETY PLAN - FIELD LEVEL
1 : 12BUILDING CODE SUMMARY
1 : 13PLUMBING FIXTURE COUNT
DN
DN
PRINT
TRRC REFRBREWBREWSHRED
CHARGE
CHARGE
CHARGE
TRRC
CUT MWBRUTEBRUTETRAVEL DISTANCE 133' -1"
2-B
2-B
E OCC
TYPE VB
16,707 GSF
1ST GRADE
993
20
49
1ST GRADE
939
20
47
1ST GRADE
919
20
46
CUBBIES
270
50
6
148
KINDERGARTEN
1095
20
55
KINDERGARTEN
1092
20
55
KINDERGARTEN
1081
20
55
CUBBIES
285
50
6
9028
28
28
28
28
28
ART
960
20
48
STORE/KILN
188
300
1
49
MUSIC
1083
20
55
MINIUM EXIT SEPARATION = 15'-7"46'-9"EXIT SEPARATION
15'-8"
COMMON PATH OF TRAVEL 65' -3"
LEARNING
SUPPORT305
50
7
STRINGS
156
20
8
MUSIC
STOR125
300
1
COUNSELING
232
100
3
STORAGE
739
300
3
OFFICE
398
100
4
LIBRARY
477
50
10
28 28
144
ED
22"
DOOR
144
34"
29"
STAIR
144
48"
ED
ED
ED 127
ED
OPEN
TO BELOW
OPEN
TO BELOW
OPEN
TO BELOW
127
14429"
STAIR
144
48"
26"
STAIR
127
48"
20"
DOOR
127
68"
5"
DOOR
28
34"
5"
DOOR
28
34"5"
DOOR
28
34"
47 49
46
D
D
COMMON PATH OF TRAVEL 52' -9"
S
1ST GRADE -LICENSED
CAPACITY SOUGHT:
22 OCC/ CLASSROOM X3 =
66 TOTAL
KINDERGARTEN -LICENSED
CAPACITY SOUGHT:
22 OCC/ CLASSROOM X3 =
66TOTAL
1-B
LIFE SAFETY PLAN SYMBOL DESIGNATIONS
(SYMBOLS ONLY- SEE LIFE SAFETY PLANS FOR ACTUAL INFORMATION)
LIFE SAFETY CODE CONSTRUCTION TYPE
LIFE SAFETY CODE OCCUPANCY TYPE
FUNCTION OF SPACE
TOTAL SQUARE FEET
OCCUPANT LOAD FACTOR
OCCUPANT LOAD
EXIT/EXIT-ACCESS COMPONENT
(E.G., STAIR, DOOR)
NUMBER OF OCCUPANTS USING
EXIT/EXIT-ACCESS COMPONENT
MINIMUM REQUIRED CLEAR WIDTH (INCHES)
AVAILABLE CLEAR WIDTH (INCHES)
COMMON PATH OF TRAVEL OR EXIT
ACCESS TRAVEL DISTANCE (#FEET)
TRAVEL DISTANCE TO NEAREST EXIT (FEET)
NUMBER OF OCCUPANTS USING
EXIT/EXIT-ACCESS COMPONENT
ACCESSORY
OCCUPANCY
REQUIRED ASSEMBLY RATING
FIRE EXTINGUISHER FIRE DEPARTMENT
CONNECTION
STANDPIPE HOSE
CONNECTION
SMOKE BARRIER/COMPARTMENT HORIZONTAL EXIT
ASSIGNED
OCCUPANCY AREA
TYPE IA
B OCC OCC
##
F
SP
HE
S
FIRE ALARM PULL STATIONFA
AREA OF REFUGEAR
EXIT DISCHARGEED
AREA N.I.C.
B
S
P
W
ONE HOUR FIRE PARTITION
ONE HOUR FIRE BARRIER
ONE HOUR FIRE WALL
ONE HOUR SMOKE BARRIER
SPSMOKE PARTITION
1
1
1
1
0
W
W
S
B
TWO HOUR SMOKE BARRIER
TWO HOUR FIRE WALL
THREE HOUR FIRE BARRIER
THREE HOUR FIRE WALL
2
3
2
3
BTWO HOUR FIRE BARRIER
2
NEW EXISTINGASSEMBLY TYPE
EB
ES
EP
EW
ESP
EW
EW
ES
EB
EB
DRINKING FOUNTAIND
ASSIGNED STORM
SHELTER
OCCUPANCY
AREA
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 1:50:42 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtG032
LIFE SAFETY
PLAN FOREST &
TREETOP LEVEL
Author3/32" = 1'-0"1 LIFE SAFETY PLAN - TREETOP LEVEL
12" = 1'-0"
LEGEND - LIFE SAFETY
7"LOC7"LOC21"OAK6"LOC7"LOC8"LOC8"ELM9"B.NUT8"B.NUT11"B.NUT16"BASS18"BASS9"BASS6"BASS2-2" TR3-2" TR2-2" TR20" SPR3" MPL4" SPR24" POP31" OAK23" OAK15" OAK2" MPL2" MPL2" MPL26" BASB L A K E R O A D S O U T H10"ELM9'PINE7"CT.WD7"ELM6"ELM9"CT.WD14"CT.WD7"ELM11"ELM8'PINE12"CT.WD6"ELM10"CT.WD11"ELM6"ELM6"ELM20"CT.WD8"CT.WD18"CT.WD6"CHRY15"CT.WD12"CT.WD18"ELM6"ELM21"CT.WD18"CT.WD10"ELM15"CT.WD6"BOX24"CT.WD11"BOX28"BASS10"OAK8"OAK7"CT.WD13"ELM16"CT.WD13"CT.WD12"CT.WD12"CT.WD9"B.NUT10"CT.WD15"CT.WD13"CT.WD15"CT.WD12"CT.WD25"CT.WD6"B.NUT12"HACK7"BOX7"B.NUT14"ELM16"CT.WD16"CT.WD14"CT.WD11"CT.WD10"ELM7"ELM17"CT.WD12"CT.WD6"ELM11"ELM12"ELM27"CT.WD15"CT.WD13"CT.WD15"CT.WD9"ELM15"CT.WD14"CT.WD9"ASH9"ASH6"ELM9"ASH18'SPR18'SPR9"MAP18"MAP25" COT2-20" COT24" COT S00°24'39"W 1337.0020417202-2" TR3-2" TR2-2" TR20" SPR3" MPL4" SPR24" POP31" OAK23" OAK15" OAK2" MPL2" MPL2" MPL26" BAS9"ASH8"MAP11"ASP11"ASP8"ELM14"ELM8"ELM1210"HACK7"BOX7"LOC7"LOC21"OAK6"LOC7"LOC8"LOC8"ELM9"B.NUT8"B.NUT11"B.NUT16"BASS18"BASS9"BASS6"BASS9"ELM17"CT.WD10"CT.WD9"MAP12" CMP ST S25" COT2-20" COT24" COT S00°24'39"W 1337.00204172012" CMP ST S7"LOC7"LOC21"OAK6"LOC7"LOC8"LOC8"ELM9"B.NUT8"B.NUT11"B.NUT16"BASS18"BASS9"BASS6"BASS2-2" TR3-2" TR2-2" TR20" SPR3" MPL4" SPR24" POP31" OAK23" OAK15" OAK2" MPL2" MPL2" MPL26" BASONLY THOSE PERSONS AUTHORIZED BY THE CITY MAY REMOVE ANY TREES FROM PUBLIC LAND. TREES REMOVED FROM ANY PUBLIC LAND INCLUDING CITY, COUNTRY OR STATE RIGHT-OF-WAY SHALL BE REPLACED BY THE PERSON OR ENTITY WHO REMOVED IT. REPLACEMENT SHALL BE IN THE FOLLOWING MANNER: A. REPLACEMENT OF ANY LIVE TREE WHICH IS REMOVED FROM ANY PUBLIC LAND SHALL BE REQUIRED ON A CALIPER INCH FOR CALIPER INCH BASIS. THE CITY MAY ALSO ELECT TO RECEIVE CASH IN LIEU OF TREES BASED ON FREE PER CALIPER INCH DETERMINED BY THE CITY COUNCIL.B. REPLACEMENT TREES SHALL BE OF SPECIES APPROVED BY THE CITY FORESTER. GENERAL NOTES - TREE REMOVALLEGEND - TREE REMOVALEXISTING TREES TO BE REMOVED; QUANTIFY LINEAR FEET OF USABLE WOOD BY TYPE; STOCK PILE WOOD ON SITE ACCORDING TO SIZE: TYPE 1:LOGS SIZE 12" AND GREATER IN DIAMETER; TYPE 2: SIZE 4" - 11" IN DIAMETER; TYPE 3:SIZE 2" - 3" IN DIAMETER TREE PROTECTIVE BARRIER; REFER TO SPEC. 320190 LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKBLAKE UPPER CAMPUSATHLETIC FACILITIESTRAIL12345678913141715161918201011122322212425262728BLAKE ELCHGA NO:DATE:NODESCRIPTIONDATEBLAKE SCHOOL EARLY LEARNING CENTER110 BLAKE SCHOOL ROAD SOUTHHOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPLANNING & ZONING SUBMISSIONOCTOBER 22, 20210512-004-00KEYPLANAREA AAREA BAREA DAREA CI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:10/21/2021 3:54:10 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL100TREE REMOVAL& PROTECTIONPLANAuthorPROJECT ISSUE DATEKEYNOTES - TREE PROTECTION#DESCRIPTION1" = 30'-0"2TREE REMOVAL& PROTECTION PLAN15'30'60'120'0'Scale: 1" = 30'-0"SCHEDULE - TREE REMOVAL#Tree SpeciesSize1 Other Deciduous2'-2"2 Maple3"3 Other Deciduous3-2"4 Other Deciduous2'-2"5 Poplar24"6 Oak15"7 Oak31"8 Basswood26"9 Oak23"10 Maple2"11 Maple2"12 Maple2"13 Locust6"14 Locust7"15 Locust8"16 Locust7"17 Locust8"18 Spruce4"19 Oak21"20 Spruce2"21 Butternut8"22 Butternut9"23 Butternut11"24 Basswood18"25 Basswood16"26 Basswood9"27 Basswood6"28 Spruce20"
DRIP LINE CRITICAL ROOT ZONEEXISTING GROUNDBACKFILLSANDY LOAM FILLPERFORATED PIPE1. ANY FILL REQUIRED IN THE DRIP LINES OF TREES, IS UNCOMPACTED SANDY LOAM TOPSOIL (WITH COARSE SAND COMPONENT).2. EXCESSIVE FILL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONE DAYLIGHTED OPENING AS AN AERATION SYSTEM.B4'-6"ADRIP LINE CRITICAL ROOT ZONEMEASURE TREE DIAMETER AT 4.5 FT ABOVE GROUNDTREEMINIMUM DISTANCE FROM TREE TRUNKDIRECTIONAL DRILLING MACHINEBORE TUNNELMINIMUM DEPTH OF TUNNEL1. (A) IS THE DIAMETER OF TREES MEASURED 4.5 FEET ABOVE THE GROUND AND IS TERMED THE "DIAMETER AT BREAST HEIGHT" (DBH).2. USING A TREE DIAMETER TAPE, WRAP THE TAPE AROUND THE GIRTH OF THE TREE, AT THE DBH, BEING CAREFUL NOT TO TWIST THE TAPE.ABC< 2"2 - 4"> 4 - 9"> 9 - 14"> 14 - 19"> 19"2'4'6'10'12'15'2'2.5'2.5'3'3.25'4' BRANCHES PRUNED TO LIVE BUDBRANCHES PRUNED AT TRUNK(SHIGO METHOD)PRUNING SAW PROCEDURES:1. CUT PART WAY THROUGH THE BRANCH AT POINT A.2. CUT COMPLETELY THROUGH BRANCH FROM POINT B TO A.3. AT BRANCH COLLAR CUT FROM POINT C TO D.INCORRECT CUT FROM POINT C TO X (TOO CLOSE) WILL RESULT IN DISCONTINUOUS CALLUS FORMATION AFTER ONE SEASON OF GROWTH.CORRECT CUT FROM POINT C TO D (LEAVING BRANCH COLLAR BUT NOT THE STUB FROM POINT B TO A) WILL RESULT IN CONTINUOUS DONUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH.PRUNING NOTES:1. PRUNE USING CLEAN AND SHARP SCISSOR TYPE PRUNER OR PRUNING SAW.2. THE BEST TIME TO PRUNE IS LATE DORMANT SEASON OR EARLY SPRING.3. AVOID PRUNING OAKS IN APRIL, MAY, JUNE OR JULY. IF PRUNING IS NECESSARY OR IF WOUNDS OCCUR TO OAK TREES IN APRIL, MAY, JUNE OR JULY, IMMEDIATELY PAINT CUT SURFACE OR WOUND WITH LATEX PAINT OR SHELLAC.LIVE BRANCHBRANCH BARK RIDGEDEAD BRANCHABCDBADCXDEAD BRANCHCORRECTPRUNING CUTTOOCLOSETOOLONGTOOSLANTEDLIVE BUD, TYPTEMPORARY FENCEREDUCED ROUNDINGNORMAL ROUNDINGSIGNIFICANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED ON THE PLAN OR BY THE LANDSCAPE ARCHITECT AND WILL BE PRESERVED BY THECONTRACTOR1. PLACE THE TEMPORARY FENCE2. REDUCE SLOPE ROUNDING WHERE ROOT ZONES ARE DISTURBED BY NORMAL SLOPE ROUNDING3. VARY BACKSLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE.DRIP LINE CRITICAL ROOT ZONEPRIMARY TILLAGE - PASS 1CULTIVATE IN PLACE SOIL DEPTHDIRECTION OFSPADING MACHINEINCORPORATION TILLAGE - PASS 24" OF GRADE 2 COMPOST AND OTHER SPECIFIED ADDITIVES THOROUGHLY MIXED WITH IN PLACE CULTIVATED SOILSDIRECTION OFSPADING MACHINE 16" 12"9" 2" 5" 2"1'-0"6"6"Tree Protection AreaDO NOT ENTER THE FENCED AREAWe appreciate your cooperation to protect these trees during constructionDESIRED 25'TREE PROTECTION SIGNCONSTRUCTION LIMITS (LOD)DRIP LINE CRITICAL ROOT1. FABRICATE 12" X 9" X 3/8" SIGN WITH .075" RADIUS CORNERS. 2. SIGN SHALL BE WHITE WITH BLACK LETTERING.3. ATTACH SIGN TO POST USING 1" LENGTH WOOD SCREWS.1. FURNISH AND INSTALL PLASTIC/SNOW PROTECTIOIN ZONE FENCING AT THE TREE DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED PRIOR TO CONSTRUCTION. REFER TO SPEC 320190.2. WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE.3. PLACE TREE PROTECTION SIGNS ALONG FENCE AT 50' INTERVALS.CLEAN ROOT CUTTINGROOT SYSTEM BRIDGEEXCAVATION AREAMAXIMUM DEPTHNECESSARY FORCONSTRUCTION1. WHEN DESIGNATED ON THE PLAN OR DIRECTED BY THE LANDSCAPE ARCHITECT, PRIOR TO EXCAVATION, ALL TREE ROOTS WILL BE CLEANLY CUT BY A VIBRATORY PLOW OR OTHER APPROVED ROOT CUTTER.2. THE TREE ROOTS WILL BE CUT CLEANLY TO THE MAXIMUM DEPTH NECESSARY FOR CONSTRUCTION. 3. IMMEDIATELY AND CLEANLY CUT DAMAGED AND EXPOSED ROOTS. 4. ROOT ENDS EXPOSED BY EXCAVATION ACTIVIITES SHALL BE IMMEDIATELY COVERED WITH 6" LAYER OF ADJACENT SOIL DRIP LINE CRITICALROOT ZONESIF CONSTRUCTION VEHICLES MUST TRAVEL OVER ROOT ZONES, THE CONTRACTOR MUST EITHER: 1. CONSTRUCT ROOT SYSTEM BRIDGES WITH STEEL PLATE SUPPORTED ON WOOD TIMBERS PLACED RADIALLY TO THE TREE TRUNK. OR2. PLACE A 6" LAYER OF WOOD CHIP MULCH OVER A TYPE III GEOTEXTILE6" WOOD CHIP MULCHSTEEL PLATESTIMBERSWOOD CHIP MULCH BEDROOT SYSTEM BRIDGEMAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS.8 - 12" THICK LAYER OF MULCH ON MAINTENANCE ROAD; 6"THICK LAYER INSIDE TREE PROTECTION AREA.FENCE POSTS; REFER TO SPEC 320190PLASTIC/SNOW PROTECTION ZONE FENCING: REFER TO SPEC 320190 INSTALL POSTS AT 8' OCSECTION VIEWCROWN DISCIPLINENOTES:1- REFER TO SPEC. 320190 FOR ADDITIONAL TREE PROTECTION REQUIREMENTS.2 - IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS FOR WATERING REQUIREMENTS. 3- NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. REFER TO SPEC 329643.4-NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALATION AND REMOVAL.5-SEE SITE PREPARATION PLAN FOR ANY MODIFICATIONS WITH THE TREE PROTECTION AREA.ACCESS ROADMAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS.FENCE POSTS; REFER TO SPEC 320190PLASTIC/SNOW PROTECTION ZONE FENCING: REFER TOSPEC 320190 INSTALL POSTS AT 8' O.C.6" THICK LAYER OF WOOD CHIP MULCHNOTES:1- REFER TO SPEC. 320190 FOR ADDITIONAL TREE PROTECTION REQUIREMENTS.2 - IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS FOR WATERING REQUIREMENTS. 3- NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. REFER TO SPEC 329643.4-NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALATION AND REMOVAL.5-SEE SITE PREPARATION PLAN FOR ANY MODIFICATIONS WITH THE TREE PROTECTION AREA.SECTION VIEW4'-0"SEE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT.CROWN DRIPLINE OR OTHER LIMIT OF TREE PROTECTION AREA.HGA NO:DATE:NODESCRIPTION DATEBLAKE SCHOOL EARLY LEARNING CENTER110 BLAKE SCHOOL ROAD SOUTHHOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPLANNING & ZONING SUBMISSIONOCTOBER 22, 20210512-004-00KEYPLANAREA AAREA BAREA DAREA CI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:10/21/2021 3:54:16 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL120TREEPRESERVATIONANDPROTECTIONDETAILSAuthorPROJECT ISSUE DATE3/16" = 1'-0"1TREE PROTECTION: SOIL FILL OVER ROOTS1/4" = 1'-0"2TREE PROTECTION: UTILITY CONSTRUCTION1/4" = 1'-0"3TREE PROTECTION: PRUNING3/16" = 1'-0"4TREE PROTECTION: GRADING1/8" = 1'-0"5SOIL COMPACTION REMEDIATION3" = 1'-0"6TREE PROTECTION: TEMPORARY FENCE AND SIGNS3/16" = 1'-0"7TREE PROTECTION: ROOT CUTTING3/16" = 1'-0"8TREE PROTECTION: ROOT ZONES3/8" = 1'-0"9TREE PROTECTION: ACCESS ROAD3/8" = 1'-0"10TREE PROTECTION
7.19.017.39.023.19.936.643.53.43.343.5MH15ST2ST1T R E E SEDGE OFSHRUBS25" COT2-20" COT24" COT7.19.017.39.023.19.936.643.53.43.343.5MH15ST2ST1T R E E SEDGE OFSHRUBS1216678PePc1212131415161211171718TYP18TYP11EAST ENTRY DRIVE PROJECT; SEE CIVIL111223128LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK20BLAKE ELCBLAKE UPPER CAMPUSATHLETIC FACILITIESTRAILUTILITY WORK; SEE CIVIL2020PaBOBO12CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24SITE-1SITE-1STN-1BOSITE-1STN-1PaPbPdCONC FIN-24822STN-2STN-2SITE-1STN-1SITE-2WD-1WD-1WD-1BOBO33333333333333333433STN-2WD-3WD-3WD-3WD-355STN-4STN-31515PfPgSTN-2WD-2WD-2STN-5STN-5BO1010101010WD-4WD-2WD-2151515WD-2WD-4WD-4444415STN-5STN-5STN-5WD-2WD-2WD-2WD-2SITE-1STN-1STN-5STN-5STN-57331. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.2. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION3. SITE LIGHT POLES TO BE CENTERED 24" FROM FACE OF CURB OR EDGE OR PAVING4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT OF LOCATION VERIFICATION OF ALL SITE AND LANDSCAPE FEATURES5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES6. CONTRACTOR RESPONSIBLE FOR COORDINATING ALL WORK WITH ADJACENT GOLD COURSE WORK. 7. CONTRACTOR TO FIELD COORDINATE PLACEMENT/LAYOUT OF BOULDERS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.GENERAL NOTES - LAYOUT & MATERIALSLEGEND - LAYOUT & MATERIALSPLAY SANDSEE L900-8PLAYGROUND PROTECTIVE SURFACING 1; PLAYGROUND PROTECTIVE SURFACING 2;SEE L900-8WOOD TERRACESEE L900-5WD-1SITE-3SITE-4SITE-5SITE-1SITE-2SITE-6STN-1STN-2STN-3STN-4STN-5METAL EDGING; PREFINISHED; BLACKGRASS COVERED POROUS PAVEMENT SYSTEM; MODULAR HDPE GRID; GRASSPAVE2 BY INVISIBLE STRUCTURESCHAINLINK FENCESTONE SURFACING 1; DRESSER TRAP ROCK CHIPSSITE BOULDERS; DRESSER TRAP ROCK; 20-36" STACKED OUTCROPPING STONE; DRESER TRAP ROCK BOULDERS; 24-36"STONE SURFACING 2; DRESSER TRAP ROCK; 1.5" TO 2" STONE SURFACING 3; DRESSER TRAP ROCK; 817 BLEND (1/2" MINUS)WD-1WD-2WD-3WD-4THERMALLY MODIFIED ASH DECKING; ARBORWOOD, THERMORY OR APPROVED EQUALWOOD STUMP; STOCKPILE DEMO TREES ON SITE PER L1OO; RETAIN BARKWOOD LOGS AND BRANCHES; STOCKPILE AS DIRECTED PER L1OOTIMBER PLANKS; 2" THICKNESS: VARIOUS LENGTHS (IN 12" INCREMENTS UP TO 48") HGA NO:DATE:NODESCRIPTIONDATEBLAKE SCHOOL EARLY LEARNING CENTER110 BLAKE SCHOOL ROAD SOUTHHOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPLANNING & ZONING SUBMISSIONOCTOBER 22, 20210512-004-00I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:10/21/2021 4:04:25 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL200LANDSCAPEPLANAuthorPROJECT ISSUE DATEKEYNOTES - LAYOUT & MATERIALS PLAN#DESCRIPTION1 NEW BITUMINOUS PAVING; SEE CIVIL2 EXISTING BITUMINOUS PAVING; SEE CIVIL3 PLANTING AREA4 CONCRETE PLANTING CURB; REFER TO DETAIL X/L2205 EXISTING LOG BENCH TO BE RELOCATED6 PLANK STEP; PRECAST7 PRECAST MASONRY SITE WALL; 27" HT, 36' W., VARIOUS LENGTHS8 SITE BENCH; DUNCAN AND GROVE NO. 9 BENCH10 RECESSSED STOOP; SEE L90012 SITE FURNISHINGS13 SERVICE ENCLOSURE; SEE ARCHITECTURE14 GENERATOR AND SECURITY BOLLARDS; SEE CIVIL15 PLAY CONTAINER CURB; SEE X/L22016 3-YARD DUMPSTER17 PLANTED STORMWATER FEATURE; REFER TO CIVIL18 EXISTING TREE TO REMAIN; PROVIDE TREE PROTECTION BARRIER FOR ALLTREES TO REMAIN19 PLAY EQUIPMENT; SWING20 EXISTING PLAY EQUIPMENT TO BE RELOCATED22 SITE BENCH; DUNCAN AND GROVE NO. 2 BENCHBO BUILDING OVERHANG ABOVE; SEE ARCHPa PLAY EQUIPMENT; D&G SWING NO. 5 FLAT, OR SIMILARPb PLAY EQUIPMENT; D&G SWING NO.5 ACCESSIBLE, OR SIMILARPc PLAY EQUIPMENT; D&G MONKEY BARS NO. 8, OR SIMILARPd PLAY EQUIPMENT; D&G CLIMBING FRAME NO. 21, OR SIMILARPe PLAY EQUIPMENT; D&G WIDE SLIDE 2.5 M, OR SIMILARPf PLAY EQUIPMENT; D&G WATER PUMP, OR SIMILARPg PLAY EQUIPMENT; D&G PLAYHUT NO.2, OR SIMILAR1" = 20'-0"1LANDSCAPE PLANSITE-3SITE-3SITE-4SITE-5SITE-3SITE-6SITE-6
FSTRRCRANGEREFR
FS
000000033Sunshi
neRai
n4816TUNNELOFFSETCRAWL139268178720DOUBLEWAVESLI
DERHSTRGEMI
NI
SLI
DE133426160423PEAK NATURALCLI
MBER(DI
RECTBURY)32185862WOODPLANKWI
GGLELADDER217913DI
GI
FUSEBARRI
ER211191TREEHOUSERECYCLEDROOFW/O STACK & W/OSI
GN153021DECKLI
NKTWOSTEPS119981STEP DECK8HORI
Z.LADDER129967RECOMMENDEDFORAGES 4 ANDOLDERENDHORI
Z.LADDER129968HANDLOOPTRANSI
TI
ON119977144984STOREPANEL(ATGRADE)173596LOGBALANCEBEAM173594LOGCRAWLTUNNELDBONLYSURFACE 10" TO14"8173907LOGSTEPPER8"HEIGHT8173907LOGSTEPPER8"HEIGHT8173907LOGSTEPPER8"HEIGHT8173907LOGSTEPPER8"HEIGHT100041CURVEDBALANCEBEAM8173907LOGSTEPPER8"HEIGHT25" COT 2-20" COT 24" COT
7.1
9.017.3 9.023.1 9.936.6 43.53.4
3.3
43.5INV=915.74MH15ST2ST1
UGE
U G E
U G E
UGEUGEOHEUGE UGEUGEUGE
UGE
UGEUGE 9259459409359 5 0
9 55960 920
9 3 5
9359309259 3 5
9308" DIP WW (P)WW
W (P)
W 8" DIP WW WW8" DIP
W (P)
W
PLUGGED PER PLAN FROM
BKBM ENGINEERING, INC.
DATED NOVEMBER 4, 1994
T R E E SEDGE OFSHRUBS20
4
17 20
1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.
2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE
3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION.
4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION
VERIFICATION
5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES.
GENERAL NOTES - PLANTING PLAN
LEGEND - PLANTING
ECOTURF SEED
MN WOODLAND SEED MIX
EDGING
REFER TO SPEC. 321540
INVASIVE SPECIES MITIGATION AREA; ADD ALTERNATE
REMOVE BUCKTHORN AND REPLACE WITH NATIVE
SHRUB MASSING; DIERVILLA, SUMAC, OR SIMILAR
STORMWATER BIORETENTION BASIN SEED
PARKING LOT ISLAND PLANTING;
1 GALLON CONT. GROW LOW SUMAC; 18" O.C.TRIANGULATED
SUN ACCENT PERENNIAL PLANTING;
1 GALLON CONT.;18" O.C.TRIANGULATED
GRASS PAVE
SEED-1
SEED-3
SEED-2
EAST
ENTRY
DRIVE
PROJECT;
SEE CIVIL
LIMIT OF WORK
LIMIT OF WORK LIM IT O F W O RKLIMIT OF WORKLIMIT OF WORK
BLAKE ELC
BLAKE UPPER CAMPUS ATHLETIC FACILITIES
TRAIL
UTILITY
WORK;
SEE CIVIL
SEED-1
SEED-1 SEED-1
SEED-1
SEED-1
SEED-1
SEED-2
SEED-3
SEED-3
SEED-3
SEED-3
SEED-3
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
KEYPLAN
AREA A AREA B
AREA DAREA C
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 LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
NAME:
DATE:
REGISTRATION NUMBER:10/21/2021 3:54:56 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL400
PLANTING PLAN
AuthorPROJECT ISSUE DATE
1" = 20'-0"2 PLANTING PLAN
UGEUGEUGE
U G E
915
9 1 5
9 1 4
9
1
6
916915914
9 1 5
9 1 5
9 1 6
9189179179 1 6
916
915
914
UGEUGE
U G E
9 1 8 919916
9 16
9 1 7
9 1 8 9179 1 6
916
915
914
TRANSPORTION AND
GROUNDS
MAINTENANCE
BUILDING
/GbA 1
/BpO 0
/BpO 0
/BpO 0
/BpO 3
/PtN 6
/PtN 3
/TmH 1
/BpO 3
/TmH 1
/PtN 3
/TmH 1
1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.
2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE
3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION.
4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION
VERIFICATION
5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES.
GENERAL NOTES - PLANTING PLAN
LEGEND - PLANTING
ECOTURF SEED
MN WOODLAND SEED MIX
EDGING
REFER TO SPEC. 321540
INVASIVE SPECIES MITIGATION AREA; ADD ALTERNATE
REMOVE BUCKTHORN AND REPLACE WITH NATIVE
SHRUB MASSING; DIERVILLA, SUMAC, OR SIMILAR
STORMWATER BIORETENTION BASIN SEED
PARKING LOT ISLAND PLANTING;
1 GALLON CONT. GROW LOW SUMAC; 18" O.C.TRIANGULATED
SUN ACCENT PERENNIAL PLANTING;
1 GALLON CONT.;18" O.C.TRIANGULATED
GRASS PAVE
SEED-1
SEED-3
SEED-2
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
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 LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
NAME:
DATE:
REGISTRATION NUMBER:10/21/2021 3:54:59 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL405
ENLARGED
PLANTING
PLANS
AuthorPROJECT ISSUE DATE
1" = 10'-0"1 PLANTING - TRANSPORTATION AND GROUNDS MAINTENANCE BUILDING
5'10'20'40'0'
Scale: 1" = 10'-0"
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
KEYPLAN
AREA A AREA B
AREA DAREA C
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 LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
NAME:
DATE:
REGISTRATION NUMBER:10/21/2021 3:54:59 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL440
PLANT
MATERIALS
SCHEDULE
AuthorPROJECT ISSUE DATE
PLANT MATERIALS SCHEDULE
Key Quantity Common Name Scientific Name Size Spacing Root
CONIFEROUS SHRUB
TcN 148 Emerald Spreader Japanese Yew Taxus cuspidata 'Emerald Spreader'#2 Cont. As Shown
CONIFEROUS TREE
Ab 4 Balsam Fir Abies balsamea 6' ht. As Shown
Psy 4 Scotch Pine Pinus sylvestris 8' ht. As Shown
Tc 4 Canadian Hemlock Tsuga canadensis 6' ht. As Shown
DECIDUOUS SHRUB
ChG 108 Garden Glow Dogwood Cornus hessei 'Garden Glow'#5 Cont. As Shown
RaG 53 Gro-Low Fragrant Sumac Rhus aromatica 'Gro-Low'#3 Cont. As Shown
DECIDUOUS TREES
AfJ 5 Autumn Blaze Maple Acer x freemanii 'Jeffersred'4" cal. As Shown
AfJ 14 Autumn Blaze Maple Acer x freemanii 'Jeffersred'3" cal. As Shown
AgA 4 Autumn Brilliance Serviceberry Amelanchier x Grandiflora 'Autumn
Brilliance'
2" cal. As Shown
BpO 13 Renaissance Oasis Birch Betula papyrifera 'Renci'8' ht. As Shown
BpW 2 Whitespire Birch Betula populifolia 'Whitespire'3" cal. As Shown
GbA 5 Autumn Gold Ginkgo Ginkgo biloba 'Autumn Gold'4" cal. As Shown
GtI 2 Imperial Honeylocust Gleditsia triacanthos 'Impcole'3" cal. As Shown
GtS 3 Sunburst Honeylocust Gleditsia triacanthos 'Suncole'3" cal. As Shown
Pt 5 Quaking Aspen Populus tremuloides 3" cal. As Shown
Pt 4 Autumn Brilliance Serviceberry Amelanchier x Grandiflora 'Autumn
Brilliance'
8' ht. As Shown
PtN 12 Prairie Gold Aspen Populus tremuloides 'NEArb'2" cal. As Shown
QaQ 3 Crimson Spire Oak Quercus alba x Quercus robur 3" cal. As Shown
Qb 3 Swamp White Oak Quercus bicolor 3" cal. As Shown
QmC 1 Heritage Oak Quercus x macdanielli 'Clemons'6" cal. As Shown
TmH 8 Harvest Gold Linden Tilia mongolica 'Harvest Gold'4" cal. As Shown
GRASS
792 Prairie Winds Cheyenne Sky
Switchgrass
Panicum virgatum 'Cheyenne Sky'#3 Cont. As Shown
PERENNIAL
AdS 51 Sun King Aralia Aralia cordata 'Sun King'#2 Cont. As Shown
RfG 120 Goldstrum Black-Eyed Susan Rudbeckia fulgida 'Goldstrum'#1 Cont. As Shown
IJDOOR / EXITNEW CURB TAPERNEW SINGLE SIGNNEW DOUBLE SIGNNEW ISOLATION JOINTNEW CONTROL JOINTCONSTRUCTION LIMITSPLAN LEGEND(SEE SITE SURVEY FOR EXISTING FEATURES LEGEND)REMOVE TREE/SHRUBREMOVE CURBREMOVE UNDERGROUND UTILITYREMOVE PAVEMENT/WALKMILL PAVEMENTSAWCUT LINETREE PROTECTIONUTILITY CONTACTS:CITY OF HOPKINS-WATER & SEWER 952-548-6373CENTERPOINT ENERGY 612-321-5363XCEL ENERGY 800-848-7558CENTURY LINK 877-366-8344EXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GASEXISTING TELEPHONE/FIBER OPTICNEW STORM SEWERNEW SUB-DRAINSB-02EXISTING INDEX CONTOUREXISTING CONTOUREXISTING CONTOUR DISTURBEDPROPOSED CONTOURPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONDRAINAGE ARROWDRAINAGE DIVIDENEW MANHOLENEW DRAINAGE STRUCTURENEW HYDRANTNEW GATE VALVESOIL BORINGNEW LIGHT FIXTURESSILT FENCEINLET PROTECTIONEROSION FIBER LOGEROSION CONTROL BLANKETLAYOUT & SURFACING1. ALL DIMENSIONS TO CURBS AND CURB&GUTTER ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED. BACK OF CURB IS TYPICALLY 8-INCHES BEHIND THE FACE OF CURB.2. GUIDELINES FOR CONSTRUCTION OF NEW CONCRETE SURFACING:a. MAXIMUM SPACING OF CONTROL JOINTS IN WALKS TO BE 8-FEET, BUT GENERALLY MATCH THEWALK WIDTH.b. MAXIMUM SPACING OF CONTROL JOINTS IN CONCRETE TRAFFIC SLABS TO BE 12-FEET.c. ALIGN JOINTS WITH WALK CORNERS, HORIZONTAL DEFLECTIONS, BUILDING CORNERS, ETC. ANDUSE NOMINALLY EQUAL PANEL SIZES.d. SEE 3/C900 FOR JOINTING DETAILS.e. PROVIDE 2% CROSS SLOPE UNLESS DESIGNATED OTHERWISE ON SITE PLANS.3. DRIVEWAY APRON, SIDEWALK AND CURB & GUTTER WITHIN THE PUBLIC RIGHT-OF-WAY MUST BECONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE CITY OR MNDOT STATE AID STANDARDS.GRADING1. SEE SITE SURVEY SHEET(S) FOR BENCHMARKS.2. ALL EXPOSED SOIL AREAS MUST BE TEMPORARILY OR PERMANENTLY STABILIZED NO MORE THAN 7DAYS AFTER CONSTRUCTION ACTIVITY ON THAT PORTION OF THE SITE HAS CEASED.3. SPOT ELEVATIONS ARE TYPICALLY GIVEN AT FINISHED SURFACE. AT TOP OF CURB, ELEVATIONS ARENOTED WITH A "TC".4. SEE GEOTECHNICAL EVALUATION REPORT PREPARED BY AMERICAN ENGINEERING TESTING, INC,DATED JULY 12, 2021, 2020 FOR INFORMATION ON SOILS AND SUBGRADE PREPARATION.a. REMOVE ALL TOPSOIL AND UNSUITABLE MATERIAL FROM THE PROPOSED ROADWAY AREAS.b. OVERSIZE EXCAVATION 1-FOOT LATERALLY FOR EACH FOOT OF EXCAVATION BELOW BOTTOM OFROADWAY SUBGRADE.c. EXISTING EXCAVATED SOIL WITH MORE THAN 3% ORGANIC CONTENT OR DEBRIS CAN NOT BEUSED WITHIN THE ROADWAY AREA AS FILL.d. REMOVE ALL TOPSOIL, FILL, AND ORGANIC MATERIALS WITHIN 3-FEET OF THE FINISHED PAVEMENTSURFACE.e. TEST ROLL SUBGRADE SOILS WITH A FULLY LOADED TANDEM AXLE TRUCK, AND CORRECT ALLUNSTABLE AREAS. CORRECTION OPTIONS INCLUDE SUBCUTTING AND REPLACING WITH CRUSHEDAGGREGATE, CHEMICAL STABILIZATION AND/OR USE OF GEOTEXTILES.5. TESTING AGENCY MUST OBSERVE AND APPROVE ALL BUILDING AND PAVEMENT SUBGRADE SOILS.UTILITIES1. ALL UTILITY DEMOLITION OR ABANDONMENT MUST COMPLY WITH UTILITY OWNER'S REQUIREMENTS.2. PROVIDE MINIMUM 7.5' COVER ON ALL WATER MAINS. ALL WATER MAIN CONSTRUCTION MUST COMPLYWITH CITY REQUIREMENTS.3. SANITARY AND STORM SEWER CONSTRUCTION MUST COMPLY WITH CITY REQUIREMENTS.4. COORDINATE CONNECTIONS TO EXISTING UTILITY SYSTEMS WITH UTILITY OWNER.5. SEE SHEET SHEET C501 FOR NEW UTILITY STRUCTURE INFORMATION6. ADJUST ALL CASTINGS AND VALVE BOXES WITHIN PROJECT LIMITS TO FINAL ELEVATION 1/4" BELOWFINISHED SURFACE.9. PROVIDE SUBSOIL DRAINAGE PIPE AT ALL BELOW GRADE BUILDING WALL AND LOW AREAS IN PARKINGLOTS.10. ALL PIPE CONSTRUCTION IS SUBJECT TO VIDEO INSPECTION TO CONFIRM THAT THERE ARE NO SAGSIN THE PIPE PROFILE. PIPES MUST HAVE A CONTINUOUS STRAIGHT SLOPE BETWEEN MANHOLES. 11. MAINTAIN ACCURATE RECORDS OF ALL NEW UTILITY CONSTRUCTION INCLUDING SURVEYEDELEVATIONS OF PIPE AND STRUCTURE INVERTS FOR AS-BUILT OR RECORD DOCUMENTS.936.00ABBREVIATIONSAD AREA DRAINADA AMERICAN DISABILITY ACTAGG AGGREGATEALTA AMERICAN LAND TITLE ASSOCIATIONARCH ARCHITECTURALASTM AMERICAN SOCIETY FOR TESTING & MATERIALSBIT BITUMINOUSBMP BEST MANAGEMENT PRACTICEBOT BOTTOMCB CATCH BASINCO CLEAN OUTCONC CONCRETECSP CORRUGATE STEEL PIPECY CUBIC YARDDIA DIAMETERDIP DUCTILE IRON PIPEDWGS DRAWINGSELEC ELECTRICALFES FLARED END SECTIONGV GATE VALVEHDPE HIGH DENSITY POLYETHYLENE PIPEHW HIGH WATERHYD HYDRANTINV INVERTLF LINEAR FOOTMAX MAXIMUMMECH MECHANICALMH MANHOLEMIN MINIMUMNTS NOT TO SCALEPE POLYETHYLENE PIPEPSI POUNDS/SQUARE INCHPVC POLY VINYL CHLORIDERRADIUSRCP REINFORCED CONCRETE PIPESAN SANITARYSEW SEWERSF SQUARE FOOTST STRUCTURESTM STORMSTRUCT STRUCTURALTA TESTING AGENCYT/W TOP OF WALLTYP TYPICALUNO UNLESS NOTED OTHERWISEWAT WATERGENERAL CIVIL NOTES:PREPARATION & RESTORATION1. EXISTING SITE CONDITIONS DEPICTED ON THE DRAWINGS ARE BASED ON TOPOGRAPHIC & UTILITYSURVEY INFORMATION PROVIDED BY THE OWNER. THE CONTRACTOR MUST VISIT THE SITE TO VERIFYEXISTING CONDITIONS.2. CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS FROM CITY, STATE AND OTHER REGULATORYAGENCIES.3. UTILIZE THE STATE ONE CALL SYSTEM @ 1-800-252-1166, 48 HOURS PRIOR TO PERFORMING ANYEXCAVATION. EXISTING UNDERGROUND UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS BASED ONINFORMATION PROVIDED BY UTILITY COMPANIES IN RESPONSE TO A LOCATE REQUEST MADE BY THESURVEYOR. ALL EXISTING UTILITIES MAY NOT BE SHOWN.4. PRIOR TO CONSTRUCTION, FIELD-VERIFY LOCATION AND ELEVATION OF UTILITIES THAT MAY BEIMPACTED OR DAMAGED BY CONSTRUCTION. REPORT ANY CONFLICTS OR EXISTING DAMAGE TO THEOWNER AND A/E PRIOR TO ORDERING ANY MATERIALS FOR CONSTRUCTION.5. INSTALL ALL EROSION AND SEDIMENT CONTROL PRACTICES, PRIOR TO COMMENCEMENT OF LANDDISTURBING ACTIVITIES IN ACCORDANCE WITH APPLICABLE PERMIT(S).6. PROTECT EXISTING UTILITY PIPES AND APPURTENANCES FROM DAMAGE DUE TO CONSTRUCTIONACTIVITY. PROVIDE TEMPORARY SUPPORT AND BRACING OF UTILITIES IN ACCORDANCE WITH UTILITYOWNER'S REQUIREMENTS AS REQUIRED FOR CONSTRUCTION.7. COORDINATE DISRUPTION OF UTILITY SERVICES WITH OWNER. LIMIT SERVICE DISRUPTION TO TIMESAPPROVED BY OWNER.8. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MINNESOTA MANUAL OF UNIFORM TRAFFICCONTROL DEVICES, INCLUDING THE TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL,LATEST EDITION, AT ALL TIMES THAT CONSTRUCTION ACTIVITY DISRUPTS TRAFFIC ON PUBLICROADWAYS.9. COORDINATE DISRUPTION OF PEDESTRIAN AND VEHICULAR TRAFFIC WITH OWNER. OBTAIN ALLREQUIRED STREET AND SIDEWALK CLOSURE PERMITS. CONTACT CITY OR ROAD AUTHORITY TO VERIFYREQUIREMENTS.10. CARE MUST BE TAKEN DURING CONSTRUCTION TO PROTECT SURVEY MONUMENTS AND PROPERTYIRONS.11. PROTECT ALL TREES NOT SPECIFICALLY DESIGNATED FOR REMOVAL.12. SAWCUT PAVEMENT THAT REMAINS AT REMOVAL LIMITS.13. REMOVE & REPLACE ALL TRAFFIC SIGNS DISTURBED BY CONSTRUCTION ACTIVITY.14. RESTORE OR REPAIR DAMAGED ROADS, WALKS, CURBS, UTILITIES, OR PLANT MATERIALS TO CONDITIONEQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITION AND AS REQUIRED BY OWNER.15. ALL WORK MUST COMPLY WITH APPLICABLE SECTIONS OF THE MNDOT STANDARD SPECIFICATIONS FORCONSTRUCTION AND SUPPLEMENTAL DOCUMENTS, LATEST EDITION.16. LEGALLY DISPOSE OF ALL WASTE MATERIALS, DEBRIS AND EXCESS EXCAVATED MATERIAL.17. MAINTAIN ACCURATE RECORDS OF ALL NEW UTILITY CONSTRUCTION INCLUDING SURVEYEDELEVATIONS OF PIPE AND STRUCTURE INVERTS FOR AS-BUILT OR RECORD DOCUMENTS.HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC001CIVILNOTESANDLEGEND
RE:922
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:911
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DECK 12"RCP12"RCP15"RCP36"RCP36"RCP12"RCP15"RCP15"RCP15"RCP15"RCP15"RCP12"RCP36"RCP36"RCP36"RCP12"RCP24"RCP 27"RCP EXCELSIORBOULEVARDHARRISON AVENUE TYLERAVENUE
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STEPS(APPROXIMATE LOCATION)RE:932.93IE:926.92(S)IE:924.84(N)HARRISON AVE SHARRISON AVE S
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.70%FESINV: 907.9312" INLINE DRAINRIM: 912.20INV: 909.71113 LF 8" PVC @ 0.70%DAYLIGHT DT915913914913914917916916917919918912915915LOBBY ADDITIONFFE = 962.96 (ARCH. 100'-0")110V110V110V110VCONNECT TO EXISTINGSEWER.37 LF 6" PVC62 LF 8" PVC (SCH40)EXISTING SEWERREROUTE (VERIFY)COORD W/ MECH946
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967ELECXFR948954952953951950949954954955912946947955954EX SAN MHEX RIM = 955.00PROP RIM = 954.80EX INV = 949.10SAN MH 1RIM = 955.00INV = 947.77SAN MH 2RIM = 954.80INV = 947.25 W/NEINV = 947.08 NSAN MH 4RIM: 948.50INV: 939.02 SINV: 938.92 NWSAN MH 3RIM: 954.67INV: 943.08 SINV: 942.98 NEX SAN MHRIM = 932.93INV = 926.92* SINV = 924.84 NSAN MH 5RIM: 946.80INV: 934.92 SEINV: 933.92 NW200 LF 10" PVC @ 2.0%198 LF 10" PVC @ 2.0%200 LF 10" PVC @ 2.0%144 LF 10" PVC @ 4.8%74 LF 8" PVC @ 1.8%29 LF 10" PVC @ 1.8%BLAKE SCHOOL
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:907.108"W15.5'30'INV=915.74NEW BLAKE ELCSTORM BASINTRACK AND FIELDNEWMAINTENANCEGARAGESCALE IN FEET060120FGMLIHABCDEJK10"SAN@13.3%FFE=917.5'NEW STORM WATER INFILTRATION BASINw/440 L.F. OF 60" PERFORATED PIPE (NV=912.0')(U.G. BMP#3 + SWB-BMP#3)8"STORM12"STORM 15"STORM12"STORM12"STORM18"STORM18"STORMNW.WETLANDNEW STORM WATERINFILTRATION BASINS. WETLANDU.G.BMP#1U.G. BMP#2W.DETENTIONBASINNW.INFILTRATIONBASINSWB-BMP#2SWB-BMP#1SWB-BMP#4ST51ST50ST53ST52ST54ST55ST56ST57ST5832221HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC003CAMPUSSTORM WATERPLANBLAKE SCHOOL HOPKINS CAMPUSCAMPUS PARCELSPARCEL AREA(SQ. FT.)AREA (ACRES)MAIN CAMPUS 2,046,91346.99WEST (ICE ARENA) 163,018 3.74CITY TRAIL OUTLOT 96,518 2.22FOREST LOTS 79,641 1.83 KEYNOTES:CONNECT 8" STORM BASIN OUTLET PIPE TO EXISTING CATCH BASINCONNECT EXISTING CATCH BASIN TO NEW STORM STRUCTUREMODIFY EXISTING MANHOLE TO PROVIDE WQV BASE FLOW TO NEW PIPE &SWB-B,P#3 AND OVERFLOW TO EXISTING PIPE TO WEST DETENTION BASIN123
KEY NOTESPROTECT EXISTING FEATURESAWCUT PAVEMENTREMOVE PIPEREMOVE GUARD POSTS AND CHAINSRELOCATE LIGHT POLE - BY OTHERSSALVAGE SIGN FOR REPLACEMENT AFTER CONSTRUCTIONREMOVE KEYSTONE RETAINING WALLRELOCATE TREE - BY OTHERSRELOCATE HYDRANTREMOVE FUELING SYSTEM AND FUEL TANKREMOVE STORM STRUCTUREREMOVE ELECTRICAL EQUIPMENTREMOVE FENCEREMOVE BUILDINGREMOVE TRACK SURFACINGGAS SERVICE RELOCATED BY CENTERPOINT ENERGY SUMMER 2021PROTECT EXISTING WATER SUPPLY WELL, PROVIDE ENCLOSUREAROUND NEW PRESSURE TANK AND COORDINATE MODIFICATION OFELECTRICAL SERVICE AND IRRIGATION SYSTEM CONNECTIONS.SALVAGE FENCE AND RE-PLACE AFTER CONSTRUCTION OF SANITARYSEWER12345678NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE SHEET C101 EROSION AND SEDIMENT CONTROL PLANSCALE IN FEET04080111112 222356464444444441116611666661665667786444411111666996662
563710111213111917131313101261414142105661515161716SEE SHEET C205 FOR SITE DEMOLITION AT NEW MAINTENANCE GARAGE6661313111813HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC200SITEDEMOLITIONPLAN
KEY NOTESPROTECT EXISTING FEATURERELOCATE ELECTRICAL BOXSALVAGE AGGREGATE SURFACING FOR USE UNDER NEWPAVEMENTRELOCATED WATER SERVICE. SEE SHEET C305REMOVE PIPE123NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE SHEET C101 EROSION AND SEDIMENT CONTROL PLAN1SCALE IN FEET02040BASEBALL FIELDSEE SHEET C200 FOR SITE DEMOLITION ALONG EAST ENTRY DRIVE21133333445555HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPLANNING & ZONINGSUBMISSIONOCTOBER 22, 20210512-006-00CONSTRUCTIONNOT FORTRANSPORTATIONAND GROUNDSMAINTENANCEFACILITY110 BLAKE SCHOOLROAD SOUTHHOPKINS, MN 55343C205SITEDEMOLITIONPLANMAINTENANCEGARAGE
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)77.31'SEE SHEET C601 FOR ENTRY DRIVE4STORM WATER BASIN12"STORMST40
ST41ST42ST434" WATER64.33'1010C305SITE PLANMAINTENANCEGARAGEHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPLANNING & ZONINGSUBMISSIONOCTOBER 22, 20210512-006-00NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:CONSTRUCTIONNOT FORTRANSPORTATIONAND GROUNDSMAINTENANCEFACILITYKEYPLANAREA AAREA BAREA DAREA C110 BLAKE SCHOOLROAD SOUTHHOPKINS, MN 55343
RE:922
.26
IE
:911
.46RE:922.12
IE
:907
.92SCALE IN FEET060120NEW BUILDINGNOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEETS C600-C603 FOR EAST ENTRY PLAN AND PROFILESNEWMAINTENANCEGARAGENEW STORMWATER BASINNEW STORM WATERBASINHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC400OVERALLGRADINGPLANSEE SHEET C401SEE SHEET C305SEE SHEET C003
927.33926.2925.1922.6 922.6925.0921.5924.0924.7926.4926.3937.1937.1942.6943.2927.3927.33927.0926.1926.9925.7924.2923.2927.33925.0922.0925.8930.0936.0925.5SERVICEYARDGEN936.8928.0925.6
922.6 922.6942.3939.8942.6938.2938.05.0%3.
2
%940.5942.6927.33937.33927.3927.3927.3927.3927.33927.0936.66927.3TMECH936.6642.141.638.639.1922.0925.8925.2926.3927.0926.7925.1925.3F.F.E.=927.33'= 100'-0"NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C600 -C602 FOR EAST ENTRY ROADPLAN AND PROFILESSCALE IN FEET02040NEW BUILDING930927928929931932933
HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC401SITEGRADINGPLANELC
SERVICEYARDGENTMECHF.F.E.=927.33'= 100'-0"NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C101 EROSION & SEDIMENT CONTROL PLAN.3. SEE SHEETS, C003 AND C601-C603 FOR ADDITIONAL NEW STORM SEWER .4. SEE SHEET C502 FOR NEW SANITARY SEWER PLAN AND PROFILE.KEY NOTESCONNECT TO EXISTING MANHOLESUBSOIL DRAIN PIPECONSTRUCT FIRE HYDRANTGREASE TRAPGAS SERVICE RELOCATED BY CENTERPOINT ENERGY SUMMER 20211234ST1ST2132228" WATER8" WATERMH AMH B318" STORM (RCP)22ST32ST28ST302ST33ST35ST21ST20ST27SCALE IN FEET02040212" STORM (RCP)18" STORM (RCP)18" STORM (RCP)ST26NEW BULDING223ST23ST24ST25ST29ST31ST34ST362215" STORM (RCP)MH D422WE
L
L
A
C
C
E
S
S
6" SAN. SEWERINV=921.836" SAN. SEWERINV=921.83SAN. SEWERINV=921.835512" STORM (RCP)12" STORM (RCP)18" STORM (RCP)18" STORM (RCP)18" STORM (RCP)8" SAN SEWER (PVC)8" SAN SEWER@0.40%15" STORM (RCP)ST2212"STORM (RCP)15"STORM (RCP)ST3710" STORM (PVC)6" STORMINV=924.336" STORMINV=922.338" STORMINV=922.338" STORMINV=922.33F.F.E.=927.33'= 100'-0"ST388" STORM (PVC)8" SAN SEWER (PVC)2222HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC500SITEUTILITYPLANELC
SINGLE LINE WIRE FABRICw/AREA NOT LESS THEN 0.12SQ. IN. PER FOOT OF HEIGHTOR NO. 3 BARS @ 8" O.C.48"27" CIRCULAR OPENING IN CENTER OF TOPSLAB. CONFIRM OPENING ALIGNMENT TOSET GRATE IN NEW CURB AND GUTTER.6"230" PRECAST DRAINAGE STRUCTURESLOPE1"/FT.48" MAX.30"12" FROM GUTTER TOCENTER OFSTRUCTURE (TYP.)FOR R-3250 FRAMECASTING PER SCHEDULE,SET ON FULL MORTAR BEDWITH PRECAST STRUCTURE,USE SINGLE LAYER OFSTEEL WIRE FABRIC HAVINGAN AREA OF NOT LESS THAN0.12 SQ. IN. PER FOOT OFHEIGHT. AS AN OPTION TOPRECAST REINFORCEDCONCRETE, BRICK,CONCRETE BLOCK,MASONRY ORCAST-IN-PLACE CONCRETEMAY BE USED, ASDESIGNATED BY THESPECIFICATIONS.8"THICK POURED CONCRETEBASE OR PRECASTCONCRETE BASE. #4 BARS@ 12" O/C EACH WAY @MID-DEPTH OF BASELE2'PIPEDIA.SAFETY GRATE REQUIRED ON ALLPIPES 18'' IN DIA AND LARGERSAFETY GRATE OF 5/8''DIA GALVANIZED STEELRODS, 6'' OC, ORAPPROVED EQUALRIP-RAP PERDETAIL 5/C501USE PIPE TIES ON LASTTHREE JOINTS OF INLET OROUTLET. USE 2 TIE BOLTFASTENERS PER JOINTINSTALLED AT 60° FROMTHE TOP OR BOTTOM OFTHE PIPE. 5/8'' TIE FOR12''-27'' PIPE, 3/4'' TIE FOR30''-66'' PIPE, AND 1'' TIEFOR PIPE OVER 72''. NUTSAND WASHERS ARE NOTREQUIRED ON PIPE LESSTHAN 21'' IN DIA.COORDINATES ANDINVERTS SHOWN ONPLAN ARE LOCATED ATTHIS POINT.WELDED WIRE FABRIC MINIMUMSECTIONAL AREA STEEL 0.12 sq. in.PER FOOT EACH DIRECTION OR NO.3 REINFORCEMENT BARS SPACEDAT 6" CENTERS EACH WAY.SLOPE INVERT INSIDESTRUCTURE TO BECAST IN FIELD2"PRECASTCONCRETE BASEPRE-CAST STRUCTURE BARRELPERMITTED WHERE THE DISTANCE FROM THE BOTTOMOF CASTING TO THE TOP OF BASE IS LESS THAN 4 FEET.MINIMUM TWO 5/8" LIFTING EYES OR OTHERSECURE METAL DEVICES FOR HANDLING8 3/4" MIN.3/4"1/2"6"NOTE: REFER TO STRUCTURESCHEDULE FOR STRUCTURE TOP,INVERT AND COODINATE LOCATION.5"233211PROVIDE WATERTIGHT JOINTWITH RESILIENT MATERIALBETWEEN PIPE ANDDRAINAGE STRUCTURE. SEEDETAIL 8/C901ADJUSTING RINGS4" MIN. - 12" MAX.STRUCT.NUMBERFORMEDCONCRETECHANNEL6" REINFORCED INTEGRAL PRECASTCONCRETE BASEOR 8" REINFORCEDCAST IN PLACECONCRETE BASEUNDISTURBED SOILNORTHING(feet)EASTING(feet)RIM(feet)INV OUT(feet)INV(feet)DESIGN /DETAILCASTINGTYPEST1..927.30 923.01CONNECT NEW PIPE FROM ADJACENT EXISTING MHSEWER STRUCTURE SCHEDULECASTING TYPESCASTING # NEENAH FOUNDARY TYPE OR APPROVED EQUALTYPICAL APPLICATION 2 R-2577, FRAME & TYPE C GRATE PAVEMENT OR PLANTED AREA 3 R-2577, FRAME & SOLID COVER MANHOLE1 R-3250-A, CURB INLET FRAME, TYPE C GRATE, CURB BOX B612 OR B624 CURB & GUTTERPLANTABLE OF QUANTITIESDIA.OFROUNDPIPE(IN)E(FT)RIPRAP12"DEPTHSQ. YD.RIPRAP18"DEPTHFILTERBLANKET9" DEPTH12 2.0 8.0 16.9 3.0 0.2 19.6 4.4 0.315 1.5 8.0 18.0 3.2 0.2 20.8 4.8 0.318 3.0 10.0 22.4 4.3 0.3 25.6 6.4 0.421 3.5 10.0 24.1 4.7 0.4 27.4 7.1 0.624 3.5 12.0 29.7 6.2 0.5 33.4 9.2 0.827 4.5 12.0 31.4 6.6 0.6 35.2 9.9 0.930 5.0 14.0 37.4 8.2 0.8 41.6 12.3 1.1RIPRAP AT OUTLET APRONS5RC APRON w/SAFETY GRATE4TOP VIEWPIPEAASECTION A-ASECTION A-AOUTLETPIPETOP VIEW45 1/2" D.BBPRECAST CONCRETE BASE3DRAINAGE STRUCTURE-DESIGN-XX-40201#4 REBARS @ 12" EW#4 REBARS @ 6" EACHWAYOPTIONAL SHORT CONE TOPINV48" TYPICAL (UNLESS NOTED)NOTESGEO-TEXTILEFILTERFILTERBLANKET6" DEPTHGEO-TEXTILEFILTERCLASS llCLASS lllCU. YD. CU. YD. SQ. YD. CU. YD. CU. YD.NOTES:UNLESS DESIGNATED OTHERWISE BY SPECIFICATIONS OR DRAWINGSPROVIDE CLASS II RIPRAPRIPRAP SHALL BE TRAP ROCK OR GRANITE (MNDOT 3601)FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5 FT.GEOTEXTILE FILTER SHALL COVER THE BOTTOM AND SIDES OF THEAREA EXCAVATED FOR THE RIPRAP AND GRANULAR FILTER MATERIALS.DIMENSION E IS GIVEN IN THE TABLE OF QUANTITIES (BELOW)GRANULAR FILTER MATERIAL (MNDOT 3601) MAY BE USED AS A CUSHIONLAYER.GRANULAR FILTER MATERIAL OR RIPRAP SHALL EXTEND UNDER ENTIREOPEN PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRONSHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP INCREASEQUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHEDROCK UNDER THE APRON TO AID IN GRADING FOR APRON PLACEMENT.FLOWSECTION A-A12"GRANULARCUSHION1123454GEOTEXTILEFILTER2143AABB42"SECTION B-B12"12'GRANULARCUSHION4GEOTEXTILEFILTER2GRANULARFILTER5RIPRAPRIPRAP2'2'2'L(FT)GEOTEXTILE WRAPPED AROUND FILTERAGGREGATE4" PAVEMENT SUBSOIL DRAIN PIPEw/GEOTEXTILE SOCKMAINTAIN DRAINPIPE A MINIMUM OF 12"BELOW THE BOTTOM OF AGGREGATEBASE LAYERFINE FILTER AGGREGATE12"HAUNCHBOTTOM 1/3OF PIPECURBAGGREGATE BASE PAVEMENT SUBSOIL DRAIN PIPE66"ST2..927.30 922.601/C500 1ST3..924.66 919.401ST4..924.66918.451/C500 1ST5..-918.25ST6..916.08 912.501ST7..916.01 912.311ST8..912.301ST9..912.101/C5002/C5001/C5004/C5002/C5001/C5002/C500CONSTRUCT STRUCTURE OVER EXISTING 21" RCP PIPE, VERIFY INVERT916.08916.01918.801CONSTRUCT STRUCTURE OVER EXISTING 21" RCP PIPE, VERIFY INVERTST20..1/C500 2ST21..2/C5001ST22..2/C500 4ST23..1/C500 4ST24..1/C500ST25..1/C500ST26..1/C500ST27..1/C500ST28..1/C500ST29..1/C500ST30..1/C500ST31..1/C500ST32..1/C500 3ST33..1/C500 4 R-3210 FRAME & TYPE Q GRATE STORM DRAINST34..1/C500ST35..1/C500ST36..1/C500ST37..2/C500 2ST38..2/C500 2941.1938.2939.8 935.8937.1 933.1937.0 933.0935.0928.0929.50 920.20925.0 919.0926.7919.60922.50 918.62922.00 918.30924.20 917.90924.50917.33926.70 919.0922.0 916.189221.50917.0919.0 915.80924.0 920.0927.30 923.0927.30923.0RECONSTRUCT TO PROVIDE NEW STORM DRAIN FRAME & CASTING121222222232CONSTRUCT STRUCTURE OVER EXISTING 21" RCP PIPE, VERIFY INVERT924.02(N)ST401/C500916.5 911.05ST501/C500919.5 913.05ST514/C500-918.02ST521/C500922.0 918.41ST531/C500922.3 918.61ST541/C500927.4917.61ST551/C500939.9 933.92ST561/C500941.8 934.82ST571/C500941.8 935.82ST581/C500940.8 936.52 5 HAALA PS48-58S POND SKIMMER PLATE OUTLET GRATEHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC501SEWERSTRUCTURESCHEDULEANDDETAILS
ST28ST30ST2718" STORMSEWER (RCP)ST26ST24ST25ST2912" STORM (RCP)15" STORMSEWER (RCP)18" STORMSEWER (RCP)18" STORM (RCP)
8" WATER
8" SAN SEWER
SCALE IN FEET02040ST37ST3810" STORM (PVC)228" STORM (PVC)11900905910915920925930935900905910915920925930935-0+10923.000+00923.22922.341+00922.34
922.322+00922.02
922.193+00922.00
923.234+00923.90
925.825+00928.22
6+00142.2' - 8" PVC SAN @0.40%366.6' - 8" PVC SAN @0.40%71.9' - 8" PVC SAN @0.40%MH ARIM = 933.00INV=921.63 (E) 8"MH BRIM = 925.60INV=921.06 (N) 8"INV=921.06 (W) 8"INV=921.06 (E) 8"MH CRIM = 926.16INV=919.59 (W) 8"INV=919.59 (E) 8"EX MHRIM = 929.8INV=919.2 (N) 8"INV=919.30 (W) 8"PROPOSEDGRADEEXISTINGGROUND18" WATER6" SAN SEWERSERVICE18" STORM8" STORM6" SUBSOIL DRAIN PIPE6" STORMKEY NOTES:PIPE INSULATION - SEE DETAIL 6/C901INSTALL SALVAGED FENCENOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE SITE UTILITY PLAN C500 FOR ADDITIONAL INFORMATION3. SEE STRUCTURE SCHEDULE SHEET C501 ADDITIONAL INFORMATION12HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC502SANITARYSEWERPLAN ANDPROFILE
RE:922
.26
IE
:911
.46RE:922.12
IE
:907
.92RE:920
.20
IE
:907
.100123456
7
8910111213
1414
14
+
0
1
.
0
1
NEW BUILDINGNEWMAINTENANCEGARAGENEW STORM WATERBASINHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC600EAST ENTRY PLAN AND PROFILE SHEETGUIDESEE SHEET C601SEE SHEET C602
SEE SHEET C603
FEET2000123456
20'
20'12'12'11'12'R6'
5.67'ST8ST9ST6ST712" RCP STM12" RCP STM5554455112 23
5' WALK6677292910101010NEWMAINTENANCEGARAGE - SEESHEET C305NEW STORM WATER BASIN- SEE SHEET C3052222905910915920925930935-0+100+00920.89
919.521+00918.98
918.572+00918.16
917.753+00917.34
916.934+00916.52
916.825+00917.45918.616+000.63%-0.82%-3.00%1.91%PVIS 0+19.19
PVIE 921.81
PVIS 4+51.23
PVIE 916.51
PVIS 5+25.74PVIE 916.99PVIS 5+82.28PVIE 918.07
PC 1+96.56
PT 2+71.18
PC 3+79.33
PVI STA: 1+00.02PVI ELEV: 919.39LOW PT STA: 1+25.02LOW PT ELEV: 919.18K: 22.91LVC: 50.00BVCS: 0+75.02
BVCE: 920.14
EVCS: 1+25.02
EVCE: 919.180.63%-0.82%-3.00%1.91%PVIS 0+19.19
PVIE 921.81
PVIS 4+51.23
PVIE 916.51
PVIS 5+25.74PVIE 916.99PVIS 5+82.28PVIE 918.07
PC 1+96.56
PT 2+71.18
PC 3+79.33CATCH BASIN (SOUTH)CATCH BASIN (SOUTH)DRIVEWAY TO EXCELSIOR BLVD.CATCH BASIN (NORTH)CATCH BASIN (NORTH)DRIVEWAYTOMAINTENANCEGARAGENOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C101 EROSION & SEDIMENT CONTROL PLAN3. SEE TYPICAL SECTION 1/C601KEY NOTESB612 CURB AND GUTTER - SEE DETAIL 1/C900TAPER CURB - SEE DETAIL 2/C900FLUSH CURB - SEE DETAIL 4/C9004" WIDE WHITE STRIPE - PAINTPAVEMENT MARKING. SEE SPEC SECTION 321723STOP SIGNMATCH EXISTING CURB & SIDEWALKCONNECT TO EXISTING STORM MANHOLEDETECTABLE WARNING PLATES20 L.F. PAVEMENT EDGE DRAIN CONNECTED TO STORM DRAIN- SEE 6/C500RELOCATE HYDRANT TO 3' BEHIND CURB123456781.5" BITUMINOUS WEAR (MnDOT 2360)2.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADE4" CONCRETE WALK - (MnDOT 2521)REINFORCING - NONE4" CL.5 AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSDRIVECONCRETEWALK910111.5" BITUMINOUS WEAR COURSE, MnDOT 2360TACK COAT2.5" BITUMINOUS BASE COURSE, MnDOT 23608" AGGREGATE BASE CLASS 5 -, MnDOT 221112" COMPACTION SUBCUT - MnDOT 2112TA APPROVED SUBGRADECLSEE INSET "A"20'20'(2.0% TYP)(2.0% TYP)LANELANEXPROFILE GRADE2.0%B612 CURB AND GUTTER5'WALKSEE INSET "B"4" CONCRETE WALK - MnDOT 25214" CLASS 5 -100% CRUSHED QUARRY ROCK,MnDOT 313824" SUBCUT BACKFILLED WITH COMPACTEDSELECT GRADING MATERIAL OR GRANULARMATERIALTA APPROVED SUBGRADETYPICAL SECTION1HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC601ROADPLANANDPROFILE-1MATCH LINE905910915920925930935MATCH LINE
FEET2006789101112R
3
0
'ST3ST4ST512" RCP STM SEWER15" RCP STM SEWER20'20'5.67'ST1ST212" RCP STMSEWER12" RCPSTM SEWER5112
2
22331811MH151010101010101010R7'R
2
8
'
918.616+00920.13
921.647+00923.16
924.138+00924.54
924.899+00925.22
925.5110+00925.79
926.0811+00926.37926.6512+00PVI STA: 7+73.30PVI ELEV: 923.87HIGH PT STA: 7+98.30HIGH PT ELEV: 924.11K: 24.14LVC: 50.00BVCS: 7+48.30
BVCE: 923.11
EVCS: 7+98.30
EVCE: 924.11 0.57%0.70%0.97%3.04%PVIS 8+23.22
PVIE 924.36
PVIS 9+38.29
PVIE 925.16
PVIS 12+08.61PVIE 926.70
PT 7+89.73
PVI STA: 7+73.30PVI ELEV: 923.87HIGH PT STA: 7+98.30HIGH PT ELEV: 924.11K: 24.14LVC: 50.00BVCS: 7+48.30
BVCE: 923.11
EVCS: 7+98.30
EVCE: 924.11 0.57%0.70%0.97%3.04%PVIS 8+23.22
PVIE 924.36
PVIS 9+38.29
PVIE 925.16
PVIS 12+08.61PVIE 926.70
PT 7+89.73CATCH BASIN (EAST AND WEST)SERVICE DRIVEWAYCATCH BASIN (EAST AND WEST)NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C101 EROSION & SEDIMENT CONTROL PLAN3. SEE TYPICAL SECTION 1/C601KEY NOTESB612 CURB AND GUTTER - SEE DETAIL 1/C900TAPER CURB - SEE DETAIL 2/C900FLUSH CURB - SEE DETAIL 4/C9004" WIDE WHITE STRIPE - PAINTPAVEMENT MARKING. SEE SPEC SECTION 321723STOP SIGNMATCH EXISTING CURB & SIDEWALKCONNECT TO EXISTING STORM MANHOLEDETECTABLE WARNING PLATES20 L.F. PAVEMENT EDGE DRAIN CONNECTED TO STORM DRAIN- SEE 6/C500RELOCATE HYDRANT TO 3' BEHIND CURB123456781.5" BITUMINOUS WEAR (MnDOT 2360)2.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADE4" CONCRETE WALK - (MnDOT 2521)REINFORCING - NONE4" CL.5 AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSDRIVECONCRETEWALK91011HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC602ROADPLANANDPROFILE-2905910915920925930935MATCH LINE
940945905910915920925930935MATCH LINE 940945M
A
T
C
H
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417FEET2001213141414+01.01ST1ST212" RCP STMSEWER12" RCPSTM SEWER20'
16.
5
3
'
15.
4
7
'
5.6
7
'114811MH1510101010NEWBUIDING905910915920925930935940945926.6512+00927.13
927.8813+00930.08
933.7014+0014+101.03%7.60%PVIS 12+08.61
PVIE 926.70
PVIS 14+01.01
PVIE 933.78
PC 12+92.43
PT 13+95.49
EP 14+01.01
PVI STA: 13+23.51PVI ELEV: 927.89LOW PT STA: 12+73.51LOW PT ELEV: 927.37K: 15.23LVC: 100.00BVCS: 12+73.51
BVCE: 927.37
EVCS: 13+73.51
EVCE: 931.69
1.03%7.60%PVIS 12+08.61
PVIE 926.70
PVIS 14+01.01
PVIE 933.78
PC 12+92.43
PT 13+95.49
EP 14+01.01
PARKING LOTDRIVE ENTRANCETO ELCNOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C101 EROSION & SEDIMENT CONTROL PLAN3. SEE TYPICAL SECTION 1/C601KEY NOTESB612 CURB AND GUTTER - SEE DETAIL 1/C900TAPER CURB - SEE DETAIL 2/C900FLUSH CURB - SEE DETAIL 4/C9004" WIDE WHITE STRIPE - PAINTPAVEMENT MARKING. SEE SPEC SECTION 321723STOP SIGNMATCH EXISTING CURB & SIDEWALKCONNECT TO EXISTING STORM MANHOLEDETECTABLE WARNING PLATES20 L.F. PAVEMENT EDGE DRAIN CONNECTED TO STORM DRAIN- SEE 6/C500RELOCATE HYDRANT TO 3' BEHIND CURB123456781.5" BITUMINOUS WEAR (MnDOT 2360)2.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADE4" CONCRETE WALK - (MnDOT 2521)REINFORCING - NONE4" CL.5 AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSDRIVECONCRETEWALK91011HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC603ROADPLANANDPROFILE-3905910915920925930935MATCH LINE
940945MATCH LINE WELL ACCESS
UP
W/DUCFRIGEPRINT RANGEREFRBREWBREWDW
FSSHREDLAMCUT
CHARGE
CHARGEBUILD
CART
A. ALL INTERIOR PARTITIONS SHALL BE "A3a" UNLESS NOTED OTHERWISE.
B. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED
FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR
"CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH.
C. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT.
D. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'-0" (3 M) WHEN
TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY
DIRECTION.
E. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF
PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR
REVIEW BY ARCHITECT. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE
LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON
SUBFLOOR FOR REVIEW BY ARCHITECT.
F. COORDINATE FURNITURE-RELATED ELECTRICAL LAYOUT WITH FURNITURE VENDOR.
G. WHERE HANDRAILS, GRAB BARS, CABINETS, WALL-MOUNTED DOOR STOPS, OR OTHER
WALL-HUNG ITEMS ARE ATTACHED TO PARTITIONS, INSTALL BACKER PLATES [OR WOOD
BLOCKING ] ACCURATELY POSITIONED AND FIRMLY SECURED TO METAL STUDS,
WHETHER OR NOT SUCH BACKER PLATES OR BLOCKING ARE INDICATED ON DRAWINGS.
H. WHERE NEW WORK ABUTS, ALIGNS OR ADJOINS EXISITING MATERIALS, MAKE SMOOTH
AND EVEN TRANSITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
FINISH NEW WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED
OTHERWISE.
I. CLOSE AND PATCH HOLES AND OPENINGS IN EXISTING FLOOR, WALL AND CEILING WHICH
EXIST OR RESULT FROM DEMOLITION OR ALTERATION WORK TO MATCH ADJACENT
UNDISTURBED SURFACES.
J. PRIOR TO CONCEALMENT OF FIRE RESISTIVE MATERIALS BY OTHER WORK, PATCH AND
REPAIR AREAS OF REMOVED OR DAMAGED APPLIED FIREPROOFING. COMPLETE
PATCHING AND REPAIR TO MAINTAIN EXISTING FIRE-RESISTANCE DESIGN IN
ACCORDANCE WITH FIREPROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR
CONDITIONS OF EXPOSURE AND INTENDED USE. COORDINATE TESTING AND INSPECTION
OF ASSEMBLIES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
K. PROVIDE FIRESTOPPING OF PENETRATIONS AND VOIDS THROUGH FIRE-RATED WALL,
FLOOR AND PARTITION ASSEMBLIES [AND ROOF] INCLUDING EMPTY OPENINGS AND
OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUIT AND OTHER ELEMENTS.
L. AT SOUND-RATED PARTITION WALLS, PROVIDE CONTINUOUS BEAD OF ACOUSTICAL
SEALANT AT AT JUNCTURE OF BOTH FACES OF RUNNERS OR PLATES WITH FLOOR AND
CEILING CONSTRUCTION, AND WHEREVER GYPSUM BOARD ABUTS DISSIMILAR
MATERIALS.
• AT OPENINGS AND CUTOUTS, FILL OPEN SPACES BETWEEN GYPSUM BOARD
AND FIXTURES, CABINETS, DUCTS AND OTHER FLUSH OR PENETRATING ITEMS,
WITH CONTINUOUS BEAD OF SEALANT.
• SEAL SIDES AND BACKS OF ELECTRICAL BOXES TO COMPLETELY CLOSE OFF
OPENINGS AND JOINTS.
GENERAL NOTES - FLOOR PLAN
CONSTRUCTION PLAN LEGEND
SEE A010 FOR ALL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS
(N) CONSTRUCTION
(E) CONSTRUCTION
TO REMAIN
TYPE OF ASSEMBLY
ASSEMBLY RATING
XXXXX
TACTILE EXIT SIGNAGE
INTERIOR PARTITION TAG
SEE PARTITION SHEET FOR
ADDITIONAL INFORMATION
DOOR TAG
SEE DOOR SCHEDULE AND LEGEND
FOR ADDITIONAL INFORMATION
WINDOW TAG
SEE DOOR SCHEDULE AND LEGEND
FOR ADDITIONAL INFORMATION
B
S
SPFIRE BARRIER
SMOKE BARRIER
SMOKE PARTITIONS
ST RESIST PASSAGE OF SMOKE
E EXISTING AND RATED
P FIRE PARTITION
W FIRE WALL
TEMPORARY
CONSTRUCTION
1
4
2
3
TWO HOUR RATED
ONE HOUR RATED
THREE HOUR RATED
FOUR HOUR RATED
0 ZERO HOUR
2A4102A410
2 6
6
7
7
8
8
9
9
10
10
11
11
12
12
E
G
G
II
JJ
KK
M
N
1A4101A410
A4003
A4001
A4011
DINING
145
MOVEMENT
115
MOVEMENT
STORAGE
116
T
117
DATA
127
MAIN ENTRY; FIELD LEVEL
SERVICE ENTRY; FIELD LEVEL
3A4103A410
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
LEARNING
KITCHEN
147
MS1
FM1
IC-1
IC-1 A6202
1
A401
D
C
B
1
1
3 4 5
L
115B
11610'-0" 10'-0" 10'-0" 10'-2"
A
3A411
3A411
A4002
1A411
1A411
T
119
130
127119117WW1
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
3A500
A4014
MS2
MS2
FC1
FM1
M12 B3a 100AD6a
118G6a
120
127
IC-1
CW1
CW2
MECHANICAL
122
HH
O
K.5
L.5
M.5
N.5A6223A62229'-3"BUILDING &
COMMONS
STORAGE
126
7'-0"2'-0"7'-0"
KITCHEN
154
RECEIVING
149
977 SF
PRE-K CR
131 A6227A622
8 A6229 A62210A6221465A6221112
13A622
14
2A421A6254213
3A610
2A610
5A610
7A610
10'-2" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
CUST./
MAINT
SUPPLIES
125
2A411
2A411
3A42110'-0" 10'-0"10'-0"15'-0"D.2
FF
1A422
4A421
1A420
3A420 4A420
1A421
2A422
3A422
28'-4"VESTIBULE
100
6.1
6.1
G.1
G.1
STORAGE
141 T
140 T
139
T
138
J
120
NOOK
132
NOOK
134
NOOK
136
FIELD
COMMONS
130
CORRIDOR
121
RECEPTION
102
CUBBY
ALCOVE
137
PRE-K CR
135
PRE-K CR
133
122
1251483
149B
141137133146
T
118
STORAGE
219
5'-0"5'-0"IM1
CUSTODIAL/
MAINTENANCE
OFFICE
209
FS1
FS1
FC1
FC1
1'-10"1'-10"2'-2" 9'-6"16'-0"29'-0"2'-4"1'-10"2'-2"2'-2"20'-6"22'-8"19'-4"8'-0"
F1
F2
6 3/4"
200 KW
GENERATOR,
REF ELECTRANSFORMER, REF ELECMAU 36'-5 3/8"EQ EQ
50'-2"10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
EQ EQEQ EQEQ EQ
130'-4"
87 SF
CUST.
(ADD ALT)
206
193 SF
STORAGE
(ADD ALT)
207
6"GAS METER10'-7 1/16"8'-11 11/16"
1'-0"
6'-10 23/64"4'-6"GREASE INT.MH
CONFERENCE
105
DIRECTOR
104
OFFICE
103
HEALTH
108
T
110
STORAGE
111
T
148
GALLERY
101
140139138WORK
ROOM/
MAIL
109
CORRIDOR
106
TESTING
107105 104103108
110111107109CORRIDOR
146
ADMISSIONS
155
100B155
131
135
MM1
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 2:28:38 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtA201
OVERALL
FLOOR PLAN -
FIELD LEVEL
Author1/8" = 1'-0"1 FLOOR PLAN - FIELD LEVEL
F1
KEYNOTE - FLOOR PLAN
F1 CENTER WALL LOCATION ON GRIDLINE
F2 WD-1 BASE AND UPPER CABINETS WITH DOORS ANDDRAWERS. SSF-1 COUNTERTOP.
WD-1 BASE AND UPPER CABINETS WITH DOORS AND
DRAWERS. SSF-1 COUNTERTOP
F1
DN
PRINT
TRRC REFRBREWBREWSHRED
CHARGE
CHARGE
CHARGE
TRRC
CUT MWBRUTEBRUTEA. ALL INTERIOR PARTITIONS SHALL BE "A3a" UNLESS NOTED OTHERWISE.
B. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED
FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR
"CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH.
C. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT.
D. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'-0" (3 M) WHEN
TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY
DIRECTION.
E. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF
PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR
REVIEW BY ARCHITECT. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE
LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON
SUBFLOOR FOR REVIEW BY ARCHITECT.
F. COORDINATE FURNITURE-RELATED ELECTRICAL LAYOUT WITH FURNITURE VENDOR.
G. WHERE HANDRAILS, GRAB BARS, CABINETS, WALL-MOUNTED DOOR STOPS, OR OTHER
WALL-HUNG ITEMS ARE ATTACHED TO PARTITIONS, INSTALL BACKER PLATES [OR WOOD
BLOCKING ] ACCURATELY POSITIONED AND FIRMLY SECURED TO METAL STUDS,
WHETHER OR NOT SUCH BACKER PLATES OR BLOCKING ARE INDICATED ON DRAWINGS.
H. WHERE NEW WORK ABUTS, ALIGNS OR ADJOINS EXISITING MATERIALS, MAKE SMOOTH
AND EVEN TRANSITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
FINISH NEW WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED
OTHERWISE.
I. CLOSE AND PATCH HOLES AND OPENINGS IN EXISTING FLOOR, WALL AND CEILING WHICH
EXIST OR RESULT FROM DEMOLITION OR ALTERATION WORK TO MATCH ADJACENT
UNDISTURBED SURFACES.
J. PRIOR TO CONCEALMENT OF FIRE RESISTIVE MATERIALS BY OTHER WORK, PATCH AND
REPAIR AREAS OF REMOVED OR DAMAGED APPLIED FIREPROOFING. COMPLETE
PATCHING AND REPAIR TO MAINTAIN EXISTING FIRE-RESISTANCE DESIGN IN
ACCORDANCE WITH FIREPROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR
CONDITIONS OF EXPOSURE AND INTENDED USE. COORDINATE TESTING AND INSPECTION
OF ASSEMBLIES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
K. PROVIDE FIRESTOPPING OF PENETRATIONS AND VOIDS THROUGH FIRE-RATED WALL,
FLOOR AND PARTITION ASSEMBLIES [AND ROOF] INCLUDING EMPTY OPENINGS AND
OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUIT AND OTHER ELEMENTS.
L. AT SOUND-RATED PARTITION WALLS, PROVIDE CONTINUOUS BEAD OF ACOUSTICAL
SEALANT AT AT JUNCTURE OF BOTH FACES OF RUNNERS OR PLATES WITH FLOOR AND
CEILING CONSTRUCTION, AND WHEREVER GYPSUM BOARD ABUTS DISSIMILAR
MATERIALS.
• AT OPENINGS AND CUTOUTS, FILL OPEN SPACES BETWEEN GYPSUM BOARD
AND FIXTURES, CABINETS, DUCTS AND OTHER FLUSH OR PENETRATING ITEMS,
WITH CONTINUOUS BEAD OF SEALANT.
• SEAL SIDES AND BACKS OF ELECTRICAL BOXES TO COMPLETELY CLOSE OFF
OPENINGS AND JOINTS.
GENERAL NOTES - FLOOR PLAN
CONSTRUCTION PLAN LEGEND
SEE A010 FOR ALL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS
(N) CONSTRUCTION
(E) CONSTRUCTION
TO REMAIN
TYPE OF ASSEMBLY
ASSEMBLY RATING
XXXXX
TACTILE EXIT SIGNAGE
INTERIOR PARTITION TAG
SEE PARTITION SHEET FOR
ADDITIONAL INFORMATION
DOOR TAG
SEE DOOR SCHEDULE AND LEGEND
FOR ADDITIONAL INFORMATION
WINDOW TAG
SEE DOOR SCHEDULE AND LEGEND
FOR ADDITIONAL INFORMATION
B
S
SPFIRE BARRIER
SMOKE BARRIER
SMOKE PARTITIONS
ST RESIST PASSAGE OF SMOKE
E EXISTING AND RATED
P FIRE PARTITION
W FIRE WALL
TEMPORARY
CONSTRUCTION
1
4
2
3
TWO HOUR RATED
ONE HOUR RATED
THREE HOUR RATED
FOUR HOUR RATED
0 ZERO HOUR
2A4102A410
2 6 7 8 9 10 11 12
EE
G
G
II
JJ
KK
M
N
1A4101A410
A4003
A4001
A4011
A4004
Open to below
Open to below
Open to below
ROOF BELOW
3A4103A410
13 14 15 16 17 18 19 20 21A620
2
1
A40161'-8"DD
CC
BB
1 3 4 5
L
FM1
FM1
AA
3A411
3A411
A4002
1A411
1A411
T
223
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"25'-0"2A500
A4014
FS1
FM1
200A
B3a
C3a
VESTIBULE
- FOREST
200
200B 218COMMONS
- FOREST
217
ORN RAIL-12
CD-1
CD-1 A3a
FS1
FS1
8'-0"
MUSIC
238
STORAGE
& KILN
240
HH
O
K.5
L.5
M.5
N.5
SPECIALIST
STORAGE
224
SPECIALIST
225
970 SF
ART
239
1ST GRADE
CR
251
1ST GRADE
CR
252A623
134 2A6235876A62312A623910A623
14A62315
1316
17 A6246A624
1243
578
260 SF
STAFF
ROOM
226
2A4216'-7"A6254 2 13
6A610
1A610
4A610
1ST GRADE
CR
248
2A411
2A411
3A421
D.2
D.2
FF
1A422
4A421
1A420
3A420 4A420
1A421
2A422
3A422
9A6619 5/8"1'-10"6.1
58'-4 3/4"G.1
G.1
KINDERGARTEN
204
NOOK
249 NOOK
250
COMMONS
TREETOP
242
CORRIDOR
235
NOOK
253
WORK
ROOM
227
CORRIDOR
221
NOOK
210
NOOK
203
CORRIDOR
213
CUBBY
ALCOVE
214
COUNSELING
218
LEARNING
SUPPORT
215
204A
203204B
205A212211210206
205B215209A209C 216209B
230
236228
223
238B238A239240
252A
251C248A253249250251A229242ø 2' - 10"KINDERGARTEN
205
KINDERGARTEN
209
42'-8"29'-0"2'-8"
2'-2"2'-8"29'-0"13'-8"1'-10"1'-10" 8'-8"19'-4"8'-4"
2'-2"27'-8"29'-0"2'-4"42'-8"17'-4"5'-4"2'-2"2'-8"29'-0"18'-8"2'-8"29'-0"42'-8"
2'-2"2'-2"32'-8"29'-0"12'-8"12'-0"2'-2"2'-2"52'-8"120'-8"2'-2"2'-2"
2'-2"1'-10"2'-2"2'-2"65'-4"EQ EQ EQ EQ
1'-0"19'-0"0"6'-1 11/16"10'-2" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 2:26:39 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtA202
OVERALL
FLOOR PLAN -
FOREST /
TREETOP LEVEL
Author1/8" = 1'-0"1 FLOOR PLAN - TREETOP LEVEL
KEYNOTE - FLOOR PLAN
F1 CENTER WALL LOCATION ON GRIDLINE
F2 WD-1 BASE AND UPPER CABINETS WITH DOORS AND
DRAWERS. SSF-1 COUNTERTOP.
WD-1 BASE AND UPPER CABINETS WITH DOORS AND
DRAWERS. SSF-1 COUNTERTOP
?
?
A. ALL INTERIOR PARTITIONS SHALL BE "A6c" UNLESS NOTED OTHERWISE.
B. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED
FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR
"CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH.
C. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT.
D. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'-0" (3 M) WHEN
TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY
DIRECTION.
E. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF
PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR
REVIEW BY ARCHITECT. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE
LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON
SUBFLOOR FOR REVIEW BY ARCHITECT.
F. COORDINATE FURNITURE-RELATED ELECTRICAL LAYOUT WITH FURNITURE VENDOR.
G. WHERE HANDRAILS, GRAB BARS, CABINETS, WALL-MOUNTED DOOR STOPS, OR OTHER
WALL-HUNG ITEMS ARE ATTACHED TO PARTITIONS, INSTALL BACKER PLATES [OR WOOD
BLOCKING ] ACCURATELY POSITIONED AND FIRMLY SECURED TO METAL STUDS,
WHETHER OR NOT SUCH BACKER PLATES OR BLOCKING ARE INDICATED ON DRAWINGS.
H. WHERE NEW WORK ABUTS, ALIGNS OR ADJOINS EXISTING MATERIALS, MAKE SMOOTH
AND EVEN TRANSITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
FINISH NEW WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED
OTHERWISE.
I. CLOSE AND PATCH HOLES AND OPENINGS IN EXISTING FLOOR, WALL AND CEILING WHICH
EXIST OR RESULT FROM DEMOLITION OR ALTERATION WORK TO MATCH ADJACENT
UNDISTURBED SURFACES.
J. PRIOR TO CONCEALMENT OF FIRE RESISTIVE MATERIALS BY OTHER WORK, PATCH AND
REPAIR AREAS OF REMOVED OR DAMAGED APPLIED FIREPROOFING. COMPLETE
PATCHING AND REPAIR TO MAINTAIN EXISTING FIRE-RESISTANCE DESIGN IN
ACCORDANCE WITH FIREPROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR
CONDITIONS OF EXPOSURE AND INTENDED USE. COORDINATE TESTING AND INSPECTION
OF ASSEMBLIES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
K. PROVIDE FIRESTOPPING OF PENETRATIONS AND VOIDS THROUGH FIRE-RATED WALL,
FLOOR AND PARTITION ASSEMBLIES [AND ROOF] INCLUDING EMPTY OPENINGS AND
OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUIT AND OTHER ELEMENTS.
L. AT SOUND-RATED PARTITION WALLS, PROVIDE CONTINUOUS BEAD OF ACOUSTICAL
SEALANT AT AT JUNCTURE OF BOTH FACES OF RUNNERS OR PLATES WITH FLOOR AND
CEILING CONSTRUCTION, AND WHEREVER GYPSUM BOARD ABUTS DISSIMILAR
MATERIALS.
• AT OPENINGS AND CUTOUTS, FILL OPEN SPACES BETWEEN GYPSUM BOARD
AND FIXTURES, CABINETS, DUCTS AND OTHER FLUSH OR PENETRATING ITEMS,
WITH CONTINUOUS BEAD OF SEALANT.
• SEAL SIDES AND BACKS OF ELECTRICAL BOXES TO COMPLETELY CLOSE OFF
OPENINGS AND JOINTS.
GENERAL NOTES - FLOOR PLAN
21
A
B
C
G
D
E
F
1'-7 5/8"76'-8 3/4"1'-7 5/8"2'-6"32'-0"1'-6"
EPDM-1
1/2" / 12"
SMF-1
SMF-1
7
A405
1
A405
5
A405
3
A405
8A405
2A405
OUTDOOR
EQUIPMENT
YARD
21
Bus Maint.
100
Driver
Lounge
101
Bus Disp.
103
Grounds &
Transportation
Mgmt Office
104
Grounds
Maint.
107
Toilet
102
1'-0"30'-0"1'-0"
101B 102103106
101A100107B107A104A
108A 80'-0"32'-0"
MM1
MM1
MM1
MM1
6A405
4A405
F1
M8a
F2
F3
F4
3'-4" 12'-0"8'-8" 5'-4" 5'-8" 5'-4" 7'-8"12'-0" 2'-0" 12'-0" 6'-0"
F2 F5
6'-0"2'-0"M8a3'-8 3/4" 5'-4" 12'-0"7'-8"
M8aM8aALIGN3'-9" 5'-4" 6'-8" 3'-4" 2'-0" 7'-8"
F4
F4
M8aM8a
F84'X28'
F84'X12'
F9
7
A405
1
A405
5
A405
3
A405
6'-0"23'-0"5'-4"51'-8"F10
F11
F12
F13
F12
F14
F14F14F14F15F16F16F16F18
2A460
TYP
F19
76'-0"
108B TRAVEL DISTANCE 70' -2"21
A
B
C
G
D
E
F
S1 OCC
TYPE VB
2,560 GSF
GARAGE
1003
300
4
OFFICE
207
100
3
2"
DOOR
10
34"
10 OFFICE
70
100
1
LOUNGE
246
100
3
GARAGE
464
100
2
NOTE: GATE TO REMAIN
OPEN DURING BUSNESS
HOURS
HGA NO:
DATE:
NO DESCRIPTION DATE
TRANSPORTATION
AND GROUNDS
MAINTENANCE
FACILITY
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343
COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-006-00
10/20/2021 1:40:11 PMC:\Users\acrobertg\Documents\Revit Local Files\A21-Blake School-Bus Maintenance Facility-0512-006-00_rgood@hga.com.rvtA205
FLOOR, ROOF,
AND LIFE
SAFETY PLANS
Author1/8" = 1'-0"1 ROOF PLAN
1/8" = 1'-0"2 FLOOR PLAN - LEVEL 01
KEYNOTE - FLOOR PLAN
Keynote
Number Keynote Text
F1 KITCHEN SINK, COUNTER, BASE AND UPPER CABINETS
F2 WORK SINK
F3 EMERGENCY EYE WASH AND SHOWER
F4 9 FOOT TRENCH DRAIN
F5 HOSE BIB
F8 RACK MOUNTED STORAGE PLACEHOLDER; BY OWNER
F9 WALL MOUNTED ELECTRICAL SERVICE BOX
F10 HM-001 FRAME; HM-FG DOOR
F11 HM-000 FRAME; HM- DOOR
F12 HM-010 FRAME; HM-FG DOOR
F13 HM-011 FRAME; HM-FG DOOR
F14 AFS-2 SLIDER
F15 AFS-1
F16 CD-1
F18 18 FT FNC-1 MOTORIZED SLIDING GATE
F19 14 FT FNC-1 MANUAL SLIDING GATE NOT FOR CONSTRUCTION1/8" = 1'-0"3 LIFE SAFETY PLAN - LEVEL 01
2A4102A410
2 6 7 8 9 10 11 12
E
G
I
J
K
M
N
1A4101A410
A4003
A4001
A4011
A4004
3A4103A410
13 14 15 16 17 18 19 20 21
A401
D
C
B
1 3 4 5
L
A
3A411
3A411
A4002
EPMD-3
1A411
1A411
EPDM-2
EPDM-2
EPDM-2 SLOPEA4014
SLOPE 1/4"
PER FOOT SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"PER FOOTSLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SERVICE YARD
OPEN TO BELOW
SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"
PER FOOT
METFAB-3
CONC. PAVER OVER
EPDM-1 AS REQD.
HOSE BIB, LEVEL 1 &
LEVEL 2 AT
EXTERIOR WALLS,
TYP.
ORN MET-1
TRELLIS, BETWEEN
GLU-1 BEAMS, TYP.
SMF-1
H
O
K.5
L.5
M.5
N.5
2A421
2A411
2A411
3A421
4 3/8"
4 3/8"4 3/4"D.2
F
1A422
4A421
1A420
3A420 4A420
1A421
2A422
6.1
G.1 SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOTSLOPE 1/4"PER FOOT120'-8"27'-7 27/32"SLOPE 1/4"
PER FOOT
SLOPE 1/4"
PER FOOT
A. UNIFORMLY SLOPE TAPERED INSULATION MINIMUM 1/4" IN HEIGHT PER 1'-0"
HORIZONTALLY (OR AS REQUIRED BY CODE) AT LEVEL ROOF AREAS, UNLESS
OTHERWISE NOTED.
B. MINIMUM ROOF INSULATION THICKNESS AT ROOF DRAINS (LOW POINT) = _ _"
SLOPE CRICKET INSULATION TO DRAIN AROUND PENETRATIONS (VENTS,
STACK, ETC) AND AT VALLEYS BETWEEN ROOF DRAINS.
C. UNLESS THERE ARE SCUPPERS PROVIDE SECONDARY ROOF DRAINS 2"
ABOVE PRIMARY ROOF DRAIN.
GENERAL NOTES - ROOF PLAN
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
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OVERALL
FLOOR PLAN -
ROOF
Author1/8" = 1'-0"1 ROOF T.O.S.
A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT
DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE
ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING
BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEW
AND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE
REQUIRED.
B. EXTERIOR BRICK TO BE <FBR-1> U.N.O.
C. EXTERIOR WINDOWS TO BE <AWDW-1> U.N.O.
D. EXTERIOR DOORS ADJACENT TO ALUMINUM-CLAD WOOD WINDOWS TO BE <AWDF-1> U.N.O.
GENERAL NOTES - EXTERIOR ELEVATIONS
FIELD LEVEL
100' - 0"
ROOF T.O.SKYBOX139' - 10"
2A410
2A410
TREETOP LEVEL
112' - 8"
EGIJKMN
1A410
1A410
3A410
3A410
ROOF T.O.P TREETOP
127' - 4"
D C BL A
AFS-1 SMF-1
MET FAB-3
HOK.5L.5M.5N.5
2A421
D.2FG.1
FBR-2
MP-2
GLU-1
ORN RAIL-13
WD-7WD-7
FBR-8
FBR-2
SMF-1
MP-3
FBR-8
FBR-8
FBR-2
AWDF-1
AWDW-1
MP-1 ORN RAIL-3
FBR-8
ORN RAIL-13
TYP AT BALCONIES
ORN RAIL-13GAS METERKITCHEN AIR MAKE-UP UNITOVERALL BLDG HT39'-10"MET STAIR-3
FIELD LEVEL100' - 0"
FOREST LEVEL109' - 4"
ROOF T.O.SKYBOX
139' - 10"
TREETOP LEVEL112' - 8"
26789101112131415161718192021
ROOF T.O.P TREETOP127' - 4"
1345
3A411
3A411
1A411
1A411
FBR-2
AFS-1MP-3
2A411
2A411
3A4204A420
6.1
FBR-2 FBR-2
MP-3
GLU-1 WD-7
MP-2
FBR-8
FBR-2
SMF-1SMF-1
MP-2
CLAD STEEL ROLING
GATE
EPDM-1
10'-0"AFS-1
TYP AT NORTH
ELEVATION
AFS-1
TYP AT NORTH
ELEVATIONOVERALL BLDG HEIGHT39'-10"SMR-1
AT SLOPE
SMR-1
AT SLOPE
FOREST LEVEL
109' - 4"
ROOF T.O.SKYBOX
139' - 10"
2A410
2A410
E G I J K M N
1A410
1A410
3A410
3A410
ROOF T.O.P TREETOP
127' - 4"
DCB LA
MP-1
H OK.5 L.5 M.5 N.5
ROOF T.O.P. FOREST
124' - 0"
D.2 F
1A420
G.1
FBR-2
SMF-1
GLU-1
FBR-2
SMF-1
FBR-8
GLU-1
FBR-2
FBR-8
AFS-1
MP-1PRIMARY WEST
ENTRANCE FDCLVR
AFS-1
FIELD LEVEL
100' - 0"
TREETOP LEVEL
112' - 8"
161718192021
ROOF T.O.P TREETOP
127' - 4"
2A411
2A411
1A421SMF-1
ORN RAIL-13
FBR-2
GLU-1
FBR-1 MATTE FINISH MODULAR BRICK, STANDARD RUNNING BOND
EXTERIOR MATERIALS LEGEND
FBR-2 MODULAR BRICK, SOLDIER STACK BOND
FBR-8 MODULAR ACCENT BRICK, STANDARD RUNNING BOND, COLOR TBD
GLU-1 DOUGLAS FIR GLULAMS
AFS-1 ALUMINUM FRAMED GLAZING SYSTEM, PVDF RESIN BASED FINISH (KYNAR)
AWDF-1 ALUMINUM-CLAD WOOD DOORS AND FRAMES, PVDF RESIN BASED FINISH (KYNAR)
AWDW-1 ALUMINUM-CLAD WOOD WINDOWS, PVDF RESIN BASED FINISH (KYNAR)
SMF-1 PREFINISHED ALUMINUM SHEET METAL FLASHING
SMR-1 ROOF CLADDING ASSEMBLY WITH MP-3 FINISH PANEL
ORN RAIL-13 EXTERIOR GUARDRAIL, GALVANIZED STEEL BAR RAILS AND VERTICAL PICKETS,
HPC FINISH
MP-1 FORMED ALUMINUM METAL PANEL, PVDF FINISH TO MATCH WINDOW MULLIONS
MP-2 CORRUGATED METAL PANEL, PVDF RESIN BASED FINISH
WD-7 THERMALLY MODIFIED ASH
MP-3 CORRUGATED METAL PANEL, PVDF RESIN BASED FINISH
LVR PREFINISHED METAL LOUVER, COLOR TO MATCH BRICK
EPDM-1 FULLY ADHERED ELASTOMERIC ROOFING SYSTEM
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 2:31:07 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtA400
OVERALL
EXTERIOR
ELEVATIONS
1/8" = 1'-0"1 ELEVATION - EAST
1/8" = 1'-0"3 ELEVATION - NORTH
1/8" = 1'-0"4 ELEVATION - WEST
1/8" = 1'-0"2 ELEVATION - COMMONS NORTH
FIELD LEVEL
100' - 0"
FOREST LEVEL
109' - 4"
ROOF T.O.SKYBOX
139' - 10"
TREETOP LEVEL
112' - 8"
2 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
ROOF T.O.P TREETOP127' - 4"
1 3 4 5
3A411
3A411
1A411
1A411
FBR-2
ROOF T.O.P. FOREST
124' - 0"
2A411
2A411
3A4211A422
4A421
1A421
6.1
FBR-2
GLU-1
MP-3
WD-7
ORN RAIL-13TYP AT BALCONIES
MP-3
ORN RAIL-13
SMF-1
SMF-1
MP-3
FBR-8
GLU-1
FBR-8
GLU-1
FBR-8
FBR-8
AFS-1
MP-3
WD-7
FBR-8
FBR-2
MP-1
FBR-2OVERALL BLDG HEIGHT39'-10"EPDM-1AT ROOF
SMR-1AT SLOPE
SMR-1AT SLOPE
AWDW-1
FIELD LEVEL
100' - 0"
TREETOP LEVEL
112' - 8"
J K M N
ROOF T.O.P TREETOP
127' - 4"
LK.5 L.5 M.5 N.5
GLU-1
MP-3
ORN RAIL-13
FBR-2
FBR-2
WD-7
SMF-1
FBR-8
FBR-8
MP-1
FIELD LEVEL
100' - 0"
FOREST LEVEL
109' - 4"
2A410
2A410
JKMNLOK.5L.5M.5N.5
ROOF T.O.P. FOREST
124' - 0"
2A422
FBR-2
GLU-1
FBR-8
ORN RAIL-13
FBR-2
LVR
SMF-1
FIELD LEVEL
100' - 0"
TREETOP LEVEL
112' - 8"
ROOF T.O.P TREETOP
127' - 4"
C B A
FBR-2
SMF-1
FBR-8W3
FIELD LEVEL
100' - 0"
FOREST LEVEL
109' - 4"
E D C
MP-2
F
3A422
A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT
DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE
ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING
BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEW
AND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE
REQUIRED.
B. EXTERIOR BRICK TO BE <FBR-1> U.N.O.
C. EXTERIOR WINDOWS TO BE <AWDW-1> U.N.O.
D. EXTERIOR DOORS ADJACENT TO ALUMINUM-CLAD WOOD WINDOWS TO BE <AWDF-1> U.N.O.
GENERAL NOTES - EXTERIOR ELEVATIONS
FBR-1 MATTE FINISH MODULAR BRICK, STANDARD RUNNING BOND
EXTERIOR MATERIALS LEGEND
FBR-2 MODULAR BRICK, SOLDIER STACK BOND
FBR-8 MODULAR ACCENT BRICK, STANDARD RUNNING BOND, COLOR TBD
GLU-1 DOUGLAS FIR GLULAMS
AFS-1 ALUMINUM FRAMED GLAZING SYSTEM, PVDF RESIN BASED FINISH (KYNAR)
AWDF-1 ALUMINUM-CLAD WOOD DOORS AND FRAMES, PVDF RESIN BASED FINISH (KYNAR)
AWDW-1 ALUMINUM-CLAD WOOD WINDOWS, PVDF RESIN BASED FINISH (KYNAR)
SMF-1 PREFINISHED ALUMINUM SHEET METAL FLASHING
SMR-1 ROOF CLADDING ASSEMBLY WITH MP-3 FINISH PANEL
ORN RAIL-13 EXTERIOR GUARDRAIL, GALVANIZED STEEL BAR RAILS AND VERTICAL PICKETS,
HPC FINISH
MP-1 FORMED ALUMINUM METAL PANEL, PVDF FINISH TO MATCH WINDOW MULLIONS
MP-2 CORRUGATED METAL PANEL, PVDF RESIN BASED FINISH
WD-7 THERMALLY MODIFIED ASH
MP-3 CORRUGATED METAL PANEL, PVDF RESIN BASED FINISH
LVR PREFINISHED METAL LOUVER, COLOR TO MATCH BRICK
EPDM-1 FULLY ADHERED ELASTOMERIC ROOFING SYSTEM
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 2:26:44 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtA401
OVERALL
EXTERIOR
ELEVATIONS
Author1/8" = 1'-0"1 ELEVATION - SOUTH
1/8" = 1'-0"3 ELEVATION - PIAZZA WEST
1/8" = 1'-0"2 ELEVATION - PIAZZA EAST
1/8" = 1'-0"4 ELEVATION - EAST @ ENTRY
1/8" = 1'-0"5 ELEVATION - SERVICE EAST
A. SEE A460 FOR EXTERIOR WALL TYPES AND ASSEMBLIES.
B. SEE A600 FOR EXTERIOR DOOR AND WINDOW FRAME TYPES AND SIZES
GENERAL NOTES - EXTERIOR ELEVATIONS
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A405
2 1
6'-0"CMU-12
SMF-1
FNC-1
2A460TYP
T.O.P
116' - 10"
LEVEL 01
100' - 0"
B.O.R
114' - 0"
8A405
B.O.STEM WALL
96' - 4"
6A405 4A405
CMU-12
SMF-1
LVR-1
AFS-2
T.O.P
116' - 10"
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A405 21
B.O.STEM WALL
96' - 4"
CMU-12
SMF-1
FNC-1
T.O.P
116' - 10"
LEVEL 01
100' - 0"
B.O.R
114' - 0"
8A4056A4054A405
CMU-12
SMF-1
CD-1CD-1 LVR-1
AFS-1AFS-2
CMU-12
FNC-1 FNC-1
T.O.P
116' - 10"
SMF-1
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A405
2 1
30'-0"
1 /2 " / 1 2 "
B.O.STEM WALL
96' - 4"
IM-1IM-1
MM1
E1
E2 E3
T.O.P
116' - 10"
2'-6"1'-6"
EPDM-1
LEVEL 01
100' - 0"
B.O.R
114' - 0"
8A405
B.O.STEM WALL
96' - 4"
6A405 4A405
E4
E6 E5E5
MM1
IM-1
E1
E2
SMR-1
M8aM8a
T.O.P
116' - 10"
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A405
2 1
B.O.STEM WALL
96' - 4"
MM1
IM-1 IM-1
E1
E2 E3
E4 E6
T.O.P
116' - 10"
EPDM-1
1 /2 " / 1 2 "
LEVEL 01
100' - 0"
B.O.R
114' - 0"
2A4052 1
B.O.STEM WALL
96' - 4"
MM1
IM-1 IM-1
CD-1E1
E2 E3
EPDM-1
T.O.P
116' - 10"
112' - 0"
1 /2 " / 1 2 "
CMU-12 CONCRETE MASONRY BLOCK; BURNISHED FINISH
EXTERIOR MATERIALS LEGEND
AFS-2 ALUMINUM FRAMED GLAZING SYSTEM, PREFINISHED PAINTED
LVR-1 PREFINISHED METAL LOUVER, PREFINISHED PAINTED
SMF-1 ALUMINUM SHEET METAL FLASHING; PREFINISHED PAINTED
CD-1 INSULATED COILING DOOR, PREFINISHED PAINTED
EPDM-1 EPDM MEMBRANE ROOFING, BLACK
FNC-1 CHAIN LINK FENCING WITH VINYL PRIVACY INSERTS
AFS-2 OPERABLE ALUMINUM FRAMED GLAZING SYSTEM, PREFINISHED PAINTED
HGA NO:
DATE:
NO DESCRIPTION DATE
TRANSPORTATION
AND GROUNDS
MAINTENANCE
FACILITY
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343
COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-006-00
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OVERALL
EXTERIOR
ELEVATIONS &
SECTIONS
1/8" = 1'-0"7 NORTH EXTERIOR ELEVATION
1/8" = 1'-0"5 EAST EXTERIOR ELEVATION
1/8" = 1'-0"3 SOUTH EXTERIOR ELEVATION
1/8" = 1'-0"1 WEST EXTERIOR ELEVATION
1/8" = 1'-0"8 SECTION AT TRANSPORTATION SERVICE BAY
1/8" = 1'-0"2 LONGITUDINAL SECTION
1/8" = 1'-0"6 SECTION AT OFFICE
1/8" = 1'-0"4 SECTION AT GROUNDS MAINTENANCE BAY
KEYNOTE - ELEVATION/SECTION
Keynote
Number Keynote Text
E1 WOOD TRUSS; SEE STRUCTURAL NARRATIVE
E2 CONCRETE SLAB ON GRADE; SEE STRUCTURAL NARRATIVE
E3 CONCRETE APRON; SEE CIVIL
E4 MET STUD PARTITIONS 6" ABOVE FINISHED CEILING; BRACE TO ABOVE
E5 INTERIOR CMU BRACED WALL TO UNDERSIDE OF ROOF DECK; SEE
STRUCTURAL NARRATIVE
E6 ENCLOSED OVERHEAD SPACE FOR DESIGN BUILD MECHANICAL NOT FOR CONSTRUCTION12" = 1'-0"
LEGEND - EXTERIOR MATERIALS
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 2:32:06 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtA406
EXTERIOR
RENDERINGS
Author1 1/2" = 1'-0"1 EAST RENDER VIEW
1 1/2" = 1'-0"2 NORTH RENDER VIEW
1 1/2" = 1'-0"3 SOUTH RENDER VIEW
1 1/2" = 1'-0"4 WEST RENDER VIEW
2041720SERVICEYARDGENTMECHF.F.E.=927.33'= 100'-0"20'1
1
4
4
SCALE IN FEET02040NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C600-C602 FOR EAST ENTRY ROAD PLAN AND PROFILES3. SEE SHEET L200 LANDSCAPE PLAN FOR ADDITIONAL SITEINFORMATION4. PARKING SUMMARY FOR NEW ELC PARKING LOT: 61 TOTAL STALLSw/4 ADA STALLSKEY NOTESB612 CURB AND GUTTERTAPER CURBFLUSH CURB4" WIDE WHITE STRIPE - PAINTPAVEMENT MARKING.STOP SIGNMATCH EXISTING CURB & SIDEWALKDETECTABLE WARNING PLATESNEW FENCESITE RETAINING WALL (<3' HIGH)ADA PARKINGSCREEN WALL - SEE ARCHBOLLARDSUTILITY EASEMENT (CITY WATERMAIN)TRAIL EASEMENT (CITY PATH)1234567820'1.5" BITUMINOUS WEAR (MnDOT 2360)2.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADE4" CONCRETE WALK - (MnDOT 2521)REINFORCING - NONE4" CL.5 AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSDRIVECONCRETEWALK91030'R20'24'R8'R26'5'8.67'18'25'48.67'24'20'20'24'28'R32'R32'91.5" BITUMINOUS WEAR (MnDOT 2360)1.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADEBITUMINOUSPARKINGST26ST2799R20'R1.67'R3'R6'R3'R75'R3'R60'7" CONCRETE PAVEMENTW/ MACRO-FIBER REINFORCING4" AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADECONCRETEPAVEMENTLANDSCAPESURFACINGSEE SHEET L200DECK/PATIOSEE ARCH DRAWINGS10REINFORCEDTURFR18'R3'R
3
'R10'R
1
0
'R3'R12'R12'R3'R18'R
1
8
'
R
2
6
'
R
1
6
'
R
6
'R6'R
6
'R6'R
1
8
'
R
1
0
'R6'R2'R20'R5'29'
9'
8'8'8'9'7.67'R3'11441133132214'123228'7.67'5.67'7.67'29'
18.25'5'1211NEW BUILDING131313R8'R18'R18'R
6
'
R5'R5'R5'10R15'8'10R5'R
5
'
R
5
'R5'R108'
5'
WELL ACCE
S
S
R
5
'R5'183.67'49.22'
5'
145.66'BUS LANECITY PATH (w/EASEMENT)UPPER PARKING LOTBLAKE SCHOOL110 BLAKE ROAD1010R
5
'
R5
'5'1014141111111SOUTH LINE PID: 191172143000685.92'15151415HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETNOVEMBER 4, 20210512-004-00CONSTRUCTIONNOT FORDESIGN DEVELOPMENT HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC301SITELAYOUT ANDSURFACINGPLANELC25.88'SI 11/09/2021
IJDOOR / EXITNEW CURB TAPERNEW SINGLE SIGNNEW DOUBLE SIGNNEW ISOLATION JOINTNEW CONTROL JOINTCONSTRUCTION LIMITSPLAN LEGEND(SEE SITE SURVEY FOR EXISTING FEATURES LEGEND)REMOVE TREE/SHRUBREMOVE CURBREMOVE UNDERGROUND UTILITYREMOVE PAVEMENT/WALKMILL PAVEMENTSAWCUT LINETREE PROTECTIONUTILITY CONTACTS:CITY OF HOPKINS-WATER & SEWER 952-548-6373CENTERPOINT ENERGY 612-321-5363XCEL ENERGY 800-848-7558CENTURY LINK 877-366-8344EXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GASEXISTING TELEPHONE/FIBER OPTICNEW STORM SEWERNEW SUB-DRAINSB-02EXISTING INDEX CONTOUREXISTING CONTOUREXISTING CONTOUR DISTURBEDPROPOSED CONTOURPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONDRAINAGE ARROWDRAINAGE DIVIDENEW MANHOLENEW DRAINAGE STRUCTURENEW HYDRANTNEW GATE VALVESOIL BORINGNEW LIGHT FIXTURESSILT FENCEINLET PROTECTIONEROSION FIBER LOGEROSION CONTROL BLANKETLAYOUT & SURFACING1. ALL DIMENSIONS TO CURBS AND CURB&GUTTER ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED. BACK OF CURB IS TYPICALLY 8-INCHES BEHIND THE FACE OF CURB.2. GUIDELINES FOR CONSTRUCTION OF NEW CONCRETE SURFACING:a. MAXIMUM SPACING OF CONTROL JOINTS IN WALKS TO BE 8-FEET, BUT GENERALLY MATCH THEWALK WIDTH.b. MAXIMUM SPACING OF CONTROL JOINTS IN CONCRETE TRAFFIC SLABS TO BE 12-FEET.c. ALIGN JOINTS WITH WALK CORNERS, HORIZONTAL DEFLECTIONS, BUILDING CORNERS, ETC. ANDUSE NOMINALLY EQUAL PANEL SIZES.d. SEE 3/C900 FOR JOINTING DETAILS.e. PROVIDE 2% CROSS SLOPE UNLESS DESIGNATED OTHERWISE ON SITE PLANS.3. DRIVEWAY APRON, SIDEWALK AND CURB & GUTTER WITHIN THE PUBLIC RIGHT-OF-WAY MUST BECONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE CITY OR MNDOT STATE AID STANDARDS.GRADING1. SEE SITE SURVEY SHEET(S) FOR BENCHMARKS.2. ALL EXPOSED SOIL AREAS MUST BE TEMPORARILY OR PERMANENTLY STABILIZED NO MORE THAN 7DAYS AFTER CONSTRUCTION ACTIVITY ON THAT PORTION OF THE SITE HAS CEASED.3. SPOT ELEVATIONS ARE TYPICALLY GIVEN AT FINISHED SURFACE. AT TOP OF CURB, ELEVATIONS ARENOTED WITH A "TC".4. SEE GEOTECHNICAL EVALUATION REPORT PREPARED BY AMERICAN ENGINEERING TESTING, INC,DATED JULY 12, 2021, 2020 FOR INFORMATION ON SOILS AND SUBGRADE PREPARATION.a. REMOVE ALL TOPSOIL AND UNSUITABLE MATERIAL FROM THE PROPOSED ROADWAY AREAS.b. OVERSIZE EXCAVATION 1-FOOT LATERALLY FOR EACH FOOT OF EXCAVATION BELOW BOTTOM OFROADWAY SUBGRADE.c. EXISTING EXCAVATED SOIL WITH MORE THAN 3% ORGANIC CONTENT OR DEBRIS CAN NOT BEUSED WITHIN THE ROADWAY AREA AS FILL.d. REMOVE ALL TOPSOIL, FILL, AND ORGANIC MATERIALS WITHIN 3-FEET OF THE FINISHED PAVEMENTSURFACE.e. TEST ROLL SUBGRADE SOILS WITH A FULLY LOADED TANDEM AXLE TRUCK, AND CORRECT ALLUNSTABLE AREAS. CORRECTION OPTIONS INCLUDE SUBCUTTING AND REPLACING WITH CRUSHEDAGGREGATE, CHEMICAL STABILIZATION AND/OR USE OF GEOTEXTILES.5. TESTING AGENCY MUST OBSERVE AND APPROVE ALL BUILDING AND PAVEMENT SUBGRADE SOILS.UTILITIES1. ALL UTILITY DEMOLITION OR ABANDONMENT MUST COMPLY WITH UTILITY OWNER'S REQUIREMENTS.2. PROVIDE MINIMUM 7.5' COVER ON ALL WATER MAINS. ALL WATER MAIN CONSTRUCTION MUST COMPLYWITH CITY REQUIREMENTS.3. SANITARY AND STORM SEWER CONSTRUCTION MUST COMPLY WITH CITY REQUIREMENTS.4. COORDINATE CONNECTIONS TO EXISTING UTILITY SYSTEMS WITH UTILITY OWNER.5. SEE SHEET SHEET C501 FOR NEW UTILITY STRUCTURE INFORMATION6. ADJUST ALL CASTINGS AND VALVE BOXES WITHIN PROJECT LIMITS TO FINAL ELEVATION 1/4" BELOWFINISHED SURFACE.9. PROVIDE SUBSOIL DRAINAGE PIPE AT ALL BELOW GRADE BUILDING WALL AND LOW AREAS IN PARKINGLOTS.10. ALL PIPE CONSTRUCTION IS SUBJECT TO VIDEO INSPECTION TO CONFIRM THAT THERE ARE NO SAGSIN THE PIPE PROFILE. PIPES MUST HAVE A CONTINUOUS STRAIGHT SLOPE BETWEEN MANHOLES. 11. MAINTAIN ACCURATE RECORDS OF ALL NEW UTILITY CONSTRUCTION INCLUDING SURVEYEDELEVATIONS OF PIPE AND STRUCTURE INVERTS FOR AS-BUILT OR RECORD DOCUMENTS.936.00ABBREVIATIONSAD AREA DRAINADA AMERICAN DISABILITY ACTAGG AGGREGATEALTA AMERICAN LAND TITLE ASSOCIATIONARCH ARCHITECTURALASTM AMERICAN SOCIETY FOR TESTING & MATERIALSBIT BITUMINOUSBMP BEST MANAGEMENT PRACTICEBOT BOTTOMCB CATCH BASINCO CLEAN OUTCONC CONCRETECSP CORRUGATE STEEL PIPECY CUBIC YARDDIA DIAMETERDIP DUCTILE IRON PIPEDWGS DRAWINGSELEC ELECTRICALFES FLARED END SECTIONGV GATE VALVEHDPE HIGH DENSITY POLYETHYLENE PIPEHW HIGH WATERHYD HYDRANTINV INVERTLF LINEAR FOOTMAX MAXIMUMMECH MECHANICALMH MANHOLEMIN MINIMUMNTS NOT TO SCALEPE POLYETHYLENE PIPEPSI POUNDS/SQUARE INCHPVC POLY VINYL CHLORIDERRADIUSRCP REINFORCED CONCRETE PIPESAN SANITARYSEW SEWERSF SQUARE FOOTST STRUCTURESTM STORMSTRUCT STRUCTURALTA TESTING AGENCYT/W TOP OF WALLTYP TYPICALUNO UNLESS NOTED OTHERWISEWAT WATERGENERAL CIVIL NOTES:PREPARATION & RESTORATION1. EXISTING SITE CONDITIONS DEPICTED ON THE DRAWINGS ARE BASED ON TOPOGRAPHIC & UTILITYSURVEY INFORMATION PROVIDED BY THE OWNER. THE CONTRACTOR MUST VISIT THE SITE TO VERIFYEXISTING CONDITIONS.2. CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS FROM CITY, STATE AND OTHER REGULATORYAGENCIES.3. UTILIZE THE STATE ONE CALL SYSTEM @ 1-800-252-1166, 48 HOURS PRIOR TO PERFORMING ANYEXCAVATION. EXISTING UNDERGROUND UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS BASED ONINFORMATION PROVIDED BY UTILITY COMPANIES IN RESPONSE TO A LOCATE REQUEST MADE BY THESURVEYOR. ALL EXISTING UTILITIES MAY NOT BE SHOWN.4. PRIOR TO CONSTRUCTION, FIELD-VERIFY LOCATION AND ELEVATION OF UTILITIES THAT MAY BEIMPACTED OR DAMAGED BY CONSTRUCTION. REPORT ANY CONFLICTS OR EXISTING DAMAGE TO THEOWNER AND A/E PRIOR TO ORDERING ANY MATERIALS FOR CONSTRUCTION.5. INSTALL ALL EROSION AND SEDIMENT CONTROL PRACTICES, PRIOR TO COMMENCEMENT OF LANDDISTURBING ACTIVITIES IN ACCORDANCE WITH APPLICABLE PERMIT(S).6. PROTECT EXISTING UTILITY PIPES AND APPURTENANCES FROM DAMAGE DUE TO CONSTRUCTIONACTIVITY. PROVIDE TEMPORARY SUPPORT AND BRACING OF UTILITIES IN ACCORDANCE WITH UTILITYOWNER'S REQUIREMENTS AS REQUIRED FOR CONSTRUCTION.7. COORDINATE DISRUPTION OF UTILITY SERVICES WITH OWNER. LIMIT SERVICE DISRUPTION TO TIMESAPPROVED BY OWNER.8. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MINNESOTA MANUAL OF UNIFORM TRAFFICCONTROL DEVICES, INCLUDING THE TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL,LATEST EDITION, AT ALL TIMES THAT CONSTRUCTION ACTIVITY DISRUPTS TRAFFIC ON PUBLICROADWAYS.9. COORDINATE DISRUPTION OF PEDESTRIAN AND VEHICULAR TRAFFIC WITH OWNER. OBTAIN ALLREQUIRED STREET AND SIDEWALK CLOSURE PERMITS. CONTACT CITY OR ROAD AUTHORITY TO VERIFYREQUIREMENTS.10. CARE MUST BE TAKEN DURING CONSTRUCTION TO PROTECT SURVEY MONUMENTS AND PROPERTYIRONS.11. PROTECT ALL TREES NOT SPECIFICALLY DESIGNATED FOR REMOVAL.12. SAWCUT PAVEMENT THAT REMAINS AT REMOVAL LIMITS.13. REMOVE & REPLACE ALL TRAFFIC SIGNS DISTURBED BY CONSTRUCTION ACTIVITY.14. RESTORE OR REPAIR DAMAGED ROADS, WALKS, CURBS, UTILITIES, OR PLANT MATERIALS TO CONDITIONEQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITION AND AS REQUIRED BY OWNER.15. ALL WORK MUST COMPLY WITH APPLICABLE SECTIONS OF THE MNDOT STANDARD SPECIFICATIONS FORCONSTRUCTION AND SUPPLEMENTAL DOCUMENTS, LATEST EDITION.16. LEGALLY DISPOSE OF ALL WASTE MATERIALS, DEBRIS AND EXCESS EXCAVATED MATERIAL.17. MAINTAIN ACCURATE RECORDS OF ALL NEW UTILITY CONSTRUCTION INCLUDING SURVEYEDELEVATIONS OF PIPE AND STRUCTURE INVERTS FOR AS-BUILT OR RECORD DOCUMENTS.HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC001CIVILNOTESANDLEGEND
RE:922
.26
IE
:911
.46RE:922.12
IE
:907
.92RE:920
.44
IE
:911
.94RE:920
.20
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:907
.10RE:918.53IE
:906.63
DECK EXCELSIORBOULEVARDHARRISON AVENUE TYLERAVENUE
EXCELSIOR
BOULEVARD
BLEACHERSGENERATOR
RE:955.00IE:949.10GRATEPLAYGROUNDHARRISON AVE SHARRISON AVE S
BLAKE RD SAPPROX. LOCATIONOF SEALED WELLPER RECORDSFPLOBBY ADDITIONFFE = 962.96 (ARCH. 100'-0")110V110V110V110VBLAKE SCHOOL
110 BLAKE ROAD S.
ICE ARENA
BASEBALL FIELDT
ENN
I
S
COUR
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SFOOTBALL STADIUMNORTH ENTRY DRIVE
BOYCE STREETGOODRICH STREETWATERTOWER
NEW BLAKE ELCSTORM BASINTRACK AND FIELDNEWMAINTENANCEGARAGESCALE IN FEET060120STORM BASINHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC002CAMPUSSITEPLAN
DECK 12"RCP12"RCP15"RCP36"RCP36"RCP12"RCP15"RCP15"RCP15"RCP15"RCP15"RCP12"RCP36"RCP36"RCP36"RCP12"RCP24"RCP 27"RCP EXCELSIORBOULEVARDHARRISON AVENUE TYLERAVENUE
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12"PVC36"RCP 36"RCP36"RCPRE:922.69IE:912.94RE:923.46IE:912.96(S)IE:912.73(E)(W)12"RCP15"RCP36"RCPRE:922.22IE:917.62RE:921
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:914
.72RE:922.27IE
:913.57(S)
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:912.25(E)(W)36"RCPRE:920
.76
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:916
.56RE:911
.70RE:921.82
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.32RE:912.49IE:911.19RE:922
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:911
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:907
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:
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:914
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.64
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:915
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:914
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:913
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.87
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:915
.97RE:920
.08
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:913
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:913
.28
(N
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.53
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:913
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:911
.23
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:912
.93(S)
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:916
.10RE:920.44
IE
:911
.94RE:920
.20
IE
:907
.10RE:920.17IE:913
.37(N)
IE:910.97(E)(W)RE:919.02
IE
:914
.92RE:919
.26
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:910
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:912
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:910
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:913
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.77RE:915.46IE:910.46RE:919.30IE:914.70RE:919.10IE:916.20 RE:921.60IE:914.095(E)(W)IE:915.20(S)RE:921.77IE:913.98RE:921.00IE:916.35RE:921.70IE:915.90RE:921.60IE:915.90RE:922.10IE:915.80RE:922.40IE:913.72(E)(W)IE:914.50(N)IE:914.92(S)RE:918.13IE:915.06BOTTOM:913.63 RE:922.90IE:913.30(E)(W)IE:914.90(S)RE:921.86IE:915.50(NW)IE:915.98(E)RE:921.80IE:916.44RE:921.16IE:919.01RE:922.90IE:919.00RE:918.30
IE:903.70RE:916.43IE:913.53RE:916.88IE:913.28RE:917.00
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RE:921.83IE:917.58
RE:921.50IE:917.25
RE:921.85IE:918.15
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RE:964.63IE:961.606"PVCRE:917.47RE:919.80IE:915.60(W)IE:915.5(N)IE:915.90(E)IE:915.80(S)PLAYGROUNDSTAIRSSTAIRSMONUMENTSTEPSSTEPSSTEPSRAMP
STEPS(APPROXIMATE LOCATION)RE:932.93IE:926.92(S)IE:924.84(N)HARRISON AVE SHARRISON AVE S
BLAKE RD S4" DIP CLASS 52 FORCEMAIN (L.B.R.)8" DIP CLASS 52 (L.B.R.)
4" DIP CLASS 52 FORCEMAIN (L.B.R.)C.O.POSTINDICATOR4"(IN TO BLDG)(ASSUMED)(ASSUMED)(ASSUMED)APPROX. LOCATIONOF SEALED WELLPER RECORDSFP12" INLINE DRAINRIM: 912.20INV: 910.5012" INLINE DRAINRIM: 912.20INV: 910.5012" INLINE DRAINRIM: 913.20INV: 908.94110 LF 8" PVC @ 0.70%144 LF
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.70%FESINV: 907.9312" INLINE DRAINRIM: 912.20INV: 909.71113 LF 8" PVC @ 0.70%DAYLIGHT DT915913914913914917916916917919918912915915LOBBY ADDITIONFFE = 962.96 (ARCH. 100'-0")110V110V110V110VCONNECT TO EXISTINGSEWER.37 LF 6" PVC62 LF 8" PVC (SCH40)EXISTING SEWERREROUTE (VERIFY)COORD W/ MECH946
963964965966968942 942942942942
967963962947 948 948 947 945 943946944
967ELECXFR948954952953951950949954954955912946947955954EX SAN MHEX RIM = 955.00PROP RIM = 954.80EX INV = 949.10SAN MH 1RIM = 955.00INV = 947.77SAN MH 2RIM = 954.80INV = 947.25 W/NEINV = 947.08 NSAN MH 4RIM: 948.50INV: 939.02 SINV: 938.92 NWSAN MH 3RIM: 954.67INV: 943.08 SINV: 942.98 NEX SAN MHRIM = 932.93INV = 926.92* SINV = 924.84 NSAN MH 5RIM: 946.80INV: 934.92 SEINV: 933.92 NW200 LF 10" PVC @ 2.0%198 LF 10" PVC @ 2.0%200 LF 10" PVC @ 2.0%144 LF 10" PVC @ 4.8%74 LF 8" PVC @ 1.8%29 LF 10" PVC @ 1.8%BLAKE SCHOOL
110 BLAKE ROAD S.
ICE ARENA
BASEBALL FIELDT
ENN
I
S
COUR
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SFOOTBALL STADIUMNORTH ENTRY DRIVEWATERTOWER
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:911
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:907
.92RE:920
.44
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:911
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:907.108"W15.5'30'INV=915.74NEW BLAKE ELCSTORM BASINTRACK AND FIELDNEWMAINTENANCEGARAGESCALE IN FEET060120FGMLIHABCDEJK10"SAN@13.3%FFE=917.5'NEW STORM WATER INFILTRATION BASINw/440 L.F. OF 60" PERFORATED PIPE (NV=912.0')(U.G. BMP#3 + SWB-BMP#3)8"STORM12"STORM 15"STORM12"STORM12"STORM18"STORM18"STORMNW.WETLANDNEW STORM WATERINFILTRATION BASINS. WETLANDU.G.BMP#1U.G. BMP#2W.DETENTIONBASINNW.INFILTRATIONBASINSWB-BMP#2SWB-BMP#1SWB-BMP#4ST51ST50ST53ST52ST54ST55ST56ST57ST5832221HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC003CAMPUSSTORM WATERPLANBLAKE SCHOOL HOPKINS CAMPUSCAMPUS PARCELSPARCEL AREA(SQ. FT.)AREA (ACRES)MAIN CAMPUS 2,046,91346.99WEST (ICE ARENA) 163,018 3.74CITY TRAIL OUTLOT 96,518 2.22FOREST LOTS 79,641 1.83 KEYNOTES:CONNECT 8" STORM BASIN OUTLET PIPE TO EXISTING CATCH BASINCONNECT EXISTING CATCH BASIN TO NEW STORM STRUCTUREMODIFY EXISTING MANHOLE TO PROVIDE WQV BASE FLOW TO NEW PIPE &SWB-B,P#3 AND OVERFLOW TO EXISTING PIPE TO WEST DETENTION BASIN123
KEY NOTESPROTECT EXISTING FEATURESAWCUT PAVEMENTREMOVE PIPEREMOVE GUARD POSTS AND CHAINSRELOCATE LIGHT POLE - BY OTHERSSALVAGE SIGN FOR REPLACEMENT AFTER CONSTRUCTIONREMOVE KEYSTONE RETAINING WALLRELOCATE TREE - BY OTHERSRELOCATE HYDRANTREMOVE FUELING SYSTEM AND FUEL TANKREMOVE STORM STRUCTUREREMOVE ELECTRICAL EQUIPMENTREMOVE FENCEREMOVE BUILDINGREMOVE TRACK SURFACINGGAS SERVICE RELOCATED BY CENTERPOINT ENERGY SUMMER 2021PROTECT EXISTING WATER SUPPLY WELL, PROVIDE ENCLOSUREAROUND NEW PRESSURE TANK AND COORDINATE MODIFICATION OFELECTRICAL SERVICE AND IRRIGATION SYSTEM CONNECTIONS.SALVAGE FENCE AND RE-PLACE AFTER CONSTRUCTION OF SANITARYSEWER12345678NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE SHEET C101 EROSION AND SEDIMENT CONTROL PLANSCALE IN FEET04080111112 222356464444444441116611666661665667786444411111666996662
563710111213111917131313101261414142105661515161716SEE SHEET C205 FOR SITE DEMOLITION AT NEW MAINTENANCE GARAGE6661313111813HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC200SITEDEMOLITIONPLAN
KEY NOTESPROTECT EXISTING FEATURERELOCATE ELECTRICAL BOXSALVAGE AGGREGATE SURFACING FOR USE UNDER NEWPAVEMENTRELOCATED WATER SERVICE. SEE SHEET C305REMOVE PIPE123NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE SHEET C101 EROSION AND SEDIMENT CONTROL PLAN1SCALE IN FEET02040BASEBALL FIELDSEE SHEET C200 FOR SITE DEMOLITION ALONG EAST ENTRY DRIVE21133333445555HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPLANNING & ZONINGSUBMISSIONOCTOBER 22, 20210512-006-00CONSTRUCTIONNOT FORTRANSPORTATIONAND GROUNDSMAINTENANCEFACILITY110 BLAKE SCHOOLROAD SOUTHHOPKINS, MN 55343C205SITEDEMOLITIONPLANMAINTENANCEGARAGE
2041720RE:922
.26
IE
:911
.46RE:922.12
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:907
.92
IE
:911
.94RE:920
.20
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:907
.10SCALE IN FEET060120NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEETS C600-C603 FOR EAST ENTRY DRIVE PLAN ANDPROFILES3. SEE SHEET C003 CAMPUS STORM WATER PLANSTORMWATER BASINNEW BUILDINGNEWMAINTENANCEGARAGESTORMWATER BASINHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC300SITEPLANSEE SHEET C305SEE SHEET C301SEE SHEET C003
2041720SERVICEYARDGENTMECHF.F.E.=927.33'= 100'-0"20'1
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4
4
SCALE IN FEET02040NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C600-C602 FOR EAST ENTRY ROAD PLAN AND PROFILES3. SEE SHEET L200 LANDSCAPE PLAN FOR ADDITIONAL SITEINFORMATION4. PARKING SUMMARY FOR NEW ELC PARKING LOT: 61 TOTAL STALLSw/4 ADA STALLSKEY NOTESB612 CURB AND GUTTERTAPER CURBFLUSH CURB4" WIDE WHITE STRIPE - PAINTPAVEMENT MARKING.STOP SIGNMATCH EXISTING CURB & SIDEWALKDETECTABLE WARNING PLATESNEW FENCESITE WALLSADA PARKINGSCREEN WALL - SEE ARCHBOLLARDS1234567820'1.5" BITUMINOUS WEAR (MnDOT 2360)2.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADE4" CONCRETE WALK - (MnDOT 2521)REINFORCING - NONE4" CL.5 AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSDRIVECONCRETEWALK91030'R20'24'R8'R26'5'8.67'18'25'48.67'24'20'20'24'28'R32'R32'91.5" BITUMINOUS WEAR (MnDOT 2360)1.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADEBITUMINOUSPARKINGST26ST2799R20'R1.67'R3'R6'R3'R75'R3'R60'7" CONCRETE PAVEMENTW/ MACRO-FIBER REINFORCING4" AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADECONCRETEPAVEMENTLANDSCAPESURFACINGSEE SHEET L200DECK/PATIOSEE ARCH DRAWINGS10REINFORCEDTURFR18'R3'R
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147.85'BUS LANECITY PATH (w/EASEMENT)UPPER PARKING LOTBLAKE SCHOOL110 BLAKE ROAD1010HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC301SITELAYOUT ANDSURFACINGPLANELC25.88'183.67'46.89'
ST6ST7 ST8ST9
17.017.016.016.017.517.516.515.517.0NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE SHEET C101 EROSION AND SEDIMENT CONTROL PLANSCALE IN FEET020404" WATERSERVICE4"SEWER SERVICENEW BUILDINGF.F.E. = 921.0'KEY NOTESNEW FENCE AND GATES. SEE ARCHITECTURENEW ASPHALT PAVEMENTCONNECT TO EXISTING WATER MAIN WITH WET TAP & SLEEVE PER CITY REQUIREMENTSCONNECT TO EXISTING SANITARY SEWER WITH CORE DRILL PER CITY REQUIREMENTSSTRUCTURAL STOOP6" CONCRETE APRONPRELIMINARY LOCATION OF FUEL TANKS. CONFIRM SIZE & CONFIGURATION WITH THE FUEL SYSTEM SUPPLIER.TRAFFIC BOLLARD (TYPICAL)3' WIDE MAINTENANCE STRIP WITH 4" DEPTH OF ROCK MULCH AND GEOTEXTILE FILTERSUBSOIL DRAINPIPE12345617658117979675'15.5'2248TYP.8TYP.12'14'18'18'R30'R
1
5
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9
'R9'12" STORM15"STORM (RC
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)77.31'SEE SHEET C601 FOR ENTRY DRIVE4STORM WATER BASIN12"STORMST40
ST41ST42ST434" WATER64.33'1010C305SITE PLANMAINTENANCEGARAGEHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPLANNING & ZONINGSUBMISSIONOCTOBER 22, 20210512-006-00NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:CONSTRUCTIONNOT FORTRANSPORTATIONAND GROUNDSMAINTENANCEFACILITYKEYPLANAREA AAREA BAREA DAREA C110 BLAKE SCHOOLROAD SOUTHHOPKINS, MN 55343
RE:922
.26
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:911
.46RE:922.12
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:907
.92SCALE IN FEET060120NEW BUILDINGNOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEETS C600-C603 FOR EAST ENTRY PLAN AND PROFILESNEWMAINTENANCEGARAGENEW STORMWATER BASINNEW STORM WATERBASINHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC400OVERALLGRADINGPLANSEE SHEET C401SEE SHEET C305SEE SHEET C003
927.33926.2925.1922.6 922.6925.0921.5924.0924.7926.4926.3937.1937.1942.6943.2927.3927.33927.0926.1926.9925.7924.2923.2927.33925.0922.0925.8930.0936.0925.5SERVICEYARDGEN936.8928.0925.6
922.6 922.6942.3939.8942.6938.2938.05.0%3.
2
%940.5942.6927.33937.33927.3927.3927.3927.3927.33927.0936.66927.3TMECH936.6642.141.638.639.1922.0925.8925.2926.3927.0926.7925.1925.3F.F.E.=927.33'= 100'-0"NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C600 -C602 FOR EAST ENTRY ROADPLAN AND PROFILESSCALE IN FEET02040NEW BUILDING930927928929931932933
HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC401SITEGRADINGPLANELC
SERVICEYARDGENTMECHF.F.E.=927.33'= 100'-0"NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C101 EROSION & SEDIMENT CONTROL PLAN.3. SEE SHEETS, C003 AND C601-C603 FOR ADDITIONAL NEW STORM SEWER .4. SEE SHEET C502 FOR NEW SANITARY SEWER PLAN AND PROFILE.KEY NOTESCONNECT TO EXISTING MANHOLESUBSOIL DRAIN PIPECONSTRUCT FIRE HYDRANTGREASE TRAPGAS SERVICE RELOCATED BY CENTERPOINT ENERGY SUMMER 20211234ST1ST2132228" WATER8" WATERMH AMH B318" STORM (RCP)22ST32ST28ST302ST33ST35ST21ST20ST27SCALE IN FEET02040212" STORM (RCP)18" STORM (RCP)18" STORM (RCP)ST26NEW BULDING223ST23ST24ST25ST29ST31ST34ST362215" STORM (RCP)MH D422WE
L
L
A
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C
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S
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6" SAN. SEWERINV=921.836" SAN. SEWERINV=921.83SAN. SEWERINV=921.835512" STORM (RCP)12" STORM (RCP)18" STORM (RCP)18" STORM (RCP)18" STORM (RCP)8" SAN SEWER (PVC)8" SAN SEWER@0.40%15" STORM (RCP)ST2212"STORM (RCP)15"STORM (RCP)ST3710" STORM (PVC)6" STORMINV=924.336" STORMINV=922.338" STORMINV=922.338" STORMINV=922.33F.F.E.=927.33'= 100'-0"ST388" STORM (PVC)8" SAN SEWER (PVC)2222HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC500SITEUTILITYPLANELC
SINGLE LINE WIRE FABRICw/AREA NOT LESS THEN 0.12SQ. IN. PER FOOT OF HEIGHTOR NO. 3 BARS @ 8" O.C.48"27" CIRCULAR OPENING IN CENTER OF TOPSLAB. CONFIRM OPENING ALIGNMENT TOSET GRATE IN NEW CURB AND GUTTER.6"230" PRECAST DRAINAGE STRUCTURESLOPE1"/FT.48" MAX.30"12" FROM GUTTER TOCENTER OFSTRUCTURE (TYP.)FOR R-3250 FRAMECASTING PER SCHEDULE,SET ON FULL MORTAR BEDWITH PRECAST STRUCTURE,USE SINGLE LAYER OFSTEEL WIRE FABRIC HAVINGAN AREA OF NOT LESS THAN0.12 SQ. IN. PER FOOT OFHEIGHT. AS AN OPTION TOPRECAST REINFORCEDCONCRETE, BRICK,CONCRETE BLOCK,MASONRY ORCAST-IN-PLACE CONCRETEMAY BE USED, ASDESIGNATED BY THESPECIFICATIONS.8"THICK POURED CONCRETEBASE OR PRECASTCONCRETE BASE. #4 BARS@ 12" O/C EACH WAY @MID-DEPTH OF BASELE2'PIPEDIA.SAFETY GRATE REQUIRED ON ALLPIPES 18'' IN DIA AND LARGERSAFETY GRATE OF 5/8''DIA GALVANIZED STEELRODS, 6'' OC, ORAPPROVED EQUALRIP-RAP PERDETAIL 5/C501USE PIPE TIES ON LASTTHREE JOINTS OF INLET OROUTLET. USE 2 TIE BOLTFASTENERS PER JOINTINSTALLED AT 60° FROMTHE TOP OR BOTTOM OFTHE PIPE. 5/8'' TIE FOR12''-27'' PIPE, 3/4'' TIE FOR30''-66'' PIPE, AND 1'' TIEFOR PIPE OVER 72''. NUTSAND WASHERS ARE NOTREQUIRED ON PIPE LESSTHAN 21'' IN DIA.COORDINATES ANDINVERTS SHOWN ONPLAN ARE LOCATED ATTHIS POINT.WELDED WIRE FABRIC MINIMUMSECTIONAL AREA STEEL 0.12 sq. in.PER FOOT EACH DIRECTION OR NO.3 REINFORCEMENT BARS SPACEDAT 6" CENTERS EACH WAY.SLOPE INVERT INSIDESTRUCTURE TO BECAST IN FIELD2"PRECASTCONCRETE BASEPRE-CAST STRUCTURE BARRELPERMITTED WHERE THE DISTANCE FROM THE BOTTOMOF CASTING TO THE TOP OF BASE IS LESS THAN 4 FEET.MINIMUM TWO 5/8" LIFTING EYES OR OTHERSECURE METAL DEVICES FOR HANDLING8 3/4" MIN.3/4"1/2"6"NOTE: REFER TO STRUCTURESCHEDULE FOR STRUCTURE TOP,INVERT AND COODINATE LOCATION.5"233211PROVIDE WATERTIGHT JOINTWITH RESILIENT MATERIALBETWEEN PIPE ANDDRAINAGE STRUCTURE. SEEDETAIL 8/C901ADJUSTING RINGS4" MIN. - 12" MAX.STRUCT.NUMBERFORMEDCONCRETECHANNEL6" REINFORCED INTEGRAL PRECASTCONCRETE BASEOR 8" REINFORCEDCAST IN PLACECONCRETE BASEUNDISTURBED SOILNORTHING(feet)EASTING(feet)RIM(feet)INV OUT(feet)INV(feet)DESIGN /DETAILCASTINGTYPEST1..927.30 923.01CONNECT NEW PIPE FROM ADJACENT EXISTING MHSEWER STRUCTURE SCHEDULECASTING TYPESCASTING # NEENAH FOUNDARY TYPE OR APPROVED EQUALTYPICAL APPLICATION 2 R-2577, FRAME & TYPE C GRATE PAVEMENT OR PLANTED AREA 3 R-2577, FRAME & SOLID COVER MANHOLE1 R-3250-A, CURB INLET FRAME, TYPE C GRATE, CURB BOX B612 OR B624 CURB & GUTTERPLANTABLE OF QUANTITIESDIA.OFROUNDPIPE(IN)E(FT)RIPRAP12"DEPTHSQ. YD.RIPRAP18"DEPTHFILTERBLANKET9" DEPTH12 2.0 8.0 16.9 3.0 0.2 19.6 4.4 0.315 1.5 8.0 18.0 3.2 0.2 20.8 4.8 0.318 3.0 10.0 22.4 4.3 0.3 25.6 6.4 0.421 3.5 10.0 24.1 4.7 0.4 27.4 7.1 0.624 3.5 12.0 29.7 6.2 0.5 33.4 9.2 0.827 4.5 12.0 31.4 6.6 0.6 35.2 9.9 0.930 5.0 14.0 37.4 8.2 0.8 41.6 12.3 1.1RIPRAP AT OUTLET APRONS5RC APRON w/SAFETY GRATE4TOP VIEWPIPEAASECTION A-ASECTION A-AOUTLETPIPETOP VIEW45 1/2" D.BBPRECAST CONCRETE BASE3DRAINAGE STRUCTURE-DESIGN-XX-40201#4 REBARS @ 12" EW#4 REBARS @ 6" EACHWAYOPTIONAL SHORT CONE TOPINV48" TYPICAL (UNLESS NOTED)NOTESGEO-TEXTILEFILTERFILTERBLANKET6" DEPTHGEO-TEXTILEFILTERCLASS llCLASS lllCU. YD. CU. YD. SQ. YD. CU. YD. CU. YD.NOTES:UNLESS DESIGNATED OTHERWISE BY SPECIFICATIONS OR DRAWINGSPROVIDE CLASS II RIPRAPRIPRAP SHALL BE TRAP ROCK OR GRANITE (MNDOT 3601)FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5 FT.GEOTEXTILE FILTER SHALL COVER THE BOTTOM AND SIDES OF THEAREA EXCAVATED FOR THE RIPRAP AND GRANULAR FILTER MATERIALS.DIMENSION E IS GIVEN IN THE TABLE OF QUANTITIES (BELOW)GRANULAR FILTER MATERIAL (MNDOT 3601) MAY BE USED AS A CUSHIONLAYER.GRANULAR FILTER MATERIAL OR RIPRAP SHALL EXTEND UNDER ENTIREOPEN PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRONSHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP INCREASEQUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHEDROCK UNDER THE APRON TO AID IN GRADING FOR APRON PLACEMENT.FLOWSECTION A-A12"GRANULARCUSHION1123454GEOTEXTILEFILTER2143AABB42"SECTION B-B12"12'GRANULARCUSHION4GEOTEXTILEFILTER2GRANULARFILTER5RIPRAPRIPRAP2'2'2'L(FT)GEOTEXTILE WRAPPED AROUND FILTERAGGREGATE4" PAVEMENT SUBSOIL DRAIN PIPEw/GEOTEXTILE SOCKMAINTAIN DRAINPIPE A MINIMUM OF 12"BELOW THE BOTTOM OF AGGREGATEBASE LAYERFINE FILTER AGGREGATE12"HAUNCHBOTTOM 1/3OF PIPECURBAGGREGATE BASE PAVEMENT SUBSOIL DRAIN PIPE66"ST2..927.30 922.601/C500 1ST3..924.66 919.401ST4..924.66918.451/C500 1ST5..-918.25ST6..916.08 912.501ST7..916.01 912.311ST8..912.301ST9..912.101/C5002/C5001/C5004/C5002/C5001/C5002/C500CONSTRUCT STRUCTURE OVER EXISTING 21" RCP PIPE, VERIFY INVERT916.08916.01918.801CONSTRUCT STRUCTURE OVER EXISTING 21" RCP PIPE, VERIFY INVERTST20..1/C500 2ST21..2/C5001ST22..2/C500 4ST23..1/C500 4ST24..1/C500ST25..1/C500ST26..1/C500ST27..1/C500ST28..1/C500ST29..1/C500ST30..1/C500ST31..1/C500ST32..1/C500 3ST33..1/C500 4 R-3210 FRAME & TYPE Q GRATE STORM DRAINST34..1/C500ST35..1/C500ST36..1/C500ST37..2/C500 2ST38..2/C500 2941.1938.2939.8 935.8937.1 933.1937.0 933.0935.0928.0929.50 920.20925.0 919.0926.7919.60922.50 918.62922.00 918.30924.20 917.90924.50917.33926.70 919.0922.0 916.189221.50917.0919.0 915.80924.0 920.0927.30 923.0927.30923.0RECONSTRUCT TO PROVIDE NEW STORM DRAIN FRAME & CASTING121222222232CONSTRUCT STRUCTURE OVER EXISTING 21" RCP PIPE, VERIFY INVERT924.02(N)ST401/C500916.5 911.05ST501/C500919.5 913.05ST514/C500-918.02ST521/C500922.0 918.41ST531/C500922.3 918.61ST541/C500927.4917.61ST551/C500939.9 933.92ST561/C500941.8 934.82ST571/C500941.8 935.82ST581/C500940.8 936.52 5 HAALA PS48-58S POND SKIMMER PLATE OUTLET GRATEHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC501SEWERSTRUCTURESCHEDULEANDDETAILS
ST28ST30ST2718" STORMSEWER (RCP)ST26ST24ST25ST2912" STORM (RCP)15" STORMSEWER (RCP)18" STORMSEWER (RCP)18" STORM (RCP)
8" WATER
8" SAN SEWER
SCALE IN FEET02040ST37ST3810" STORM (PVC)228" STORM (PVC)11900905910915920925930935900905910915920925930935-0+10923.000+00923.22922.341+00922.34
922.322+00922.02
922.193+00922.00
923.234+00923.90
925.825+00928.22
6+00142.2' - 8" PVC SAN @0.40%366.6' - 8" PVC SAN @0.40%71.9' - 8" PVC SAN @0.40%MH ARIM = 933.00INV=921.63 (E) 8"MH BRIM = 925.60INV=921.06 (N) 8"INV=921.06 (W) 8"INV=921.06 (E) 8"MH CRIM = 926.16INV=919.59 (W) 8"INV=919.59 (E) 8"EX MHRIM = 929.8INV=919.2 (N) 8"INV=919.30 (W) 8"PROPOSEDGRADEEXISTINGGROUND18" WATER6" SAN SEWERSERVICE18" STORM8" STORM6" SUBSOIL DRAIN PIPE6" STORMKEY NOTES:PIPE INSULATION - SEE DETAIL 6/C901INSTALL SALVAGED FENCENOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE SITE UTILITY PLAN C500 FOR ADDITIONAL INFORMATION3. SEE STRUCTURE SCHEDULE SHEET C501 ADDITIONAL INFORMATION12HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC502SANITARYSEWERPLAN ANDPROFILE
RE:922
.26
IE
:911
.46RE:922.12
IE
:907
.92RE:920
.20
IE
:907
.100123456
7
8910111213
1414
14
+
0
1
.
0
1
NEW BUILDINGNEWMAINTENANCEGARAGENEW STORM WATERBASINHGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC600EAST ENTRY PLAN AND PROFILE SHEETGUIDESEE SHEET C601SEE SHEET C602
SEE SHEET C603
FEET2000123456
20'
20'12'12'11'12'R6'
5.67'ST8ST9ST6ST712" RCP STM12" RCP STM5554455112 23
5' WALK6677292910101010NEWMAINTENANCEGARAGE - SEESHEET C305NEW STORM WATER BASIN- SEE SHEET C3052222905910915920925930935-0+100+00920.89
919.521+00918.98
918.572+00918.16
917.753+00917.34
916.934+00916.52
916.825+00917.45918.616+000.63%-0.82%-3.00%1.91%PVIS 0+19.19
PVIE 921.81
PVIS 4+51.23
PVIE 916.51
PVIS 5+25.74PVIE 916.99PVIS 5+82.28PVIE 918.07
PC 1+96.56
PT 2+71.18
PC 3+79.33
PVI STA: 1+00.02PVI ELEV: 919.39LOW PT STA: 1+25.02LOW PT ELEV: 919.18K: 22.91LVC: 50.00BVCS: 0+75.02
BVCE: 920.14
EVCS: 1+25.02
EVCE: 919.180.63%-0.82%-3.00%1.91%PVIS 0+19.19
PVIE 921.81
PVIS 4+51.23
PVIE 916.51
PVIS 5+25.74PVIE 916.99PVIS 5+82.28PVIE 918.07
PC 1+96.56
PT 2+71.18
PC 3+79.33CATCH BASIN (SOUTH)CATCH BASIN (SOUTH)DRIVEWAY TO EXCELSIOR BLVD.CATCH BASIN (NORTH)CATCH BASIN (NORTH)DRIVEWAYTOMAINTENANCEGARAGENOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C101 EROSION & SEDIMENT CONTROL PLAN3. SEE TYPICAL SECTION 1/C601KEY NOTESB612 CURB AND GUTTER - SEE DETAIL 1/C900TAPER CURB - SEE DETAIL 2/C900FLUSH CURB - SEE DETAIL 4/C9004" WIDE WHITE STRIPE - PAINTPAVEMENT MARKING. SEE SPEC SECTION 321723STOP SIGNMATCH EXISTING CURB & SIDEWALKCONNECT TO EXISTING STORM MANHOLEDETECTABLE WARNING PLATES20 L.F. PAVEMENT EDGE DRAIN CONNECTED TO STORM DRAIN- SEE 6/C500RELOCATE HYDRANT TO 3' BEHIND CURB123456781.5" BITUMINOUS WEAR (MnDOT 2360)2.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADE4" CONCRETE WALK - (MnDOT 2521)REINFORCING - NONE4" CL.5 AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSDRIVECONCRETEWALK910111.5" BITUMINOUS WEAR COURSE, MnDOT 2360TACK COAT2.5" BITUMINOUS BASE COURSE, MnDOT 23608" AGGREGATE BASE CLASS 5 -, MnDOT 221112" COMPACTION SUBCUT - MnDOT 2112TA APPROVED SUBGRADECLSEE INSET "A"20'20'(2.0% TYP)(2.0% TYP)LANELANEXPROFILE GRADE2.0%B612 CURB AND GUTTER5'WALKSEE INSET "B"4" CONCRETE WALK - MnDOT 25214" CLASS 5 -100% CRUSHED QUARRY ROCK,MnDOT 313824" SUBCUT BACKFILLED WITH COMPACTEDSELECT GRADING MATERIAL OR GRANULARMATERIALTA APPROVED SUBGRADETYPICAL SECTION1HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC601ROADPLANANDPROFILE-1MATCH LINE905910915920925930935MATCH LINE
FEET2006789101112R
3
0
'ST3ST4ST512" RCP STM SEWER15" RCP STM SEWER20'20'5.67'ST1ST212" RCP STMSEWER12" RCPSTM SEWER5112
2
22331811MH151010101010101010R7'R
2
8
'
918.616+00920.13
921.647+00923.16
924.138+00924.54
924.899+00925.22
925.5110+00925.79
926.0811+00926.37926.6512+00PVI STA: 7+73.30PVI ELEV: 923.87HIGH PT STA: 7+98.30HIGH PT ELEV: 924.11K: 24.14LVC: 50.00BVCS: 7+48.30
BVCE: 923.11
EVCS: 7+98.30
EVCE: 924.11 0.57%0.70%0.97%3.04%PVIS 8+23.22
PVIE 924.36
PVIS 9+38.29
PVIE 925.16
PVIS 12+08.61PVIE 926.70
PT 7+89.73
PVI STA: 7+73.30PVI ELEV: 923.87HIGH PT STA: 7+98.30HIGH PT ELEV: 924.11K: 24.14LVC: 50.00BVCS: 7+48.30
BVCE: 923.11
EVCS: 7+98.30
EVCE: 924.11 0.57%0.70%0.97%3.04%PVIS 8+23.22
PVIE 924.36
PVIS 9+38.29
PVIE 925.16
PVIS 12+08.61PVIE 926.70
PT 7+89.73CATCH BASIN (EAST AND WEST)SERVICE DRIVEWAYCATCH BASIN (EAST AND WEST)NOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C101 EROSION & SEDIMENT CONTROL PLAN3. SEE TYPICAL SECTION 1/C601KEY NOTESB612 CURB AND GUTTER - SEE DETAIL 1/C900TAPER CURB - SEE DETAIL 2/C900FLUSH CURB - SEE DETAIL 4/C9004" WIDE WHITE STRIPE - PAINTPAVEMENT MARKING. SEE SPEC SECTION 321723STOP SIGNMATCH EXISTING CURB & SIDEWALKCONNECT TO EXISTING STORM MANHOLEDETECTABLE WARNING PLATES20 L.F. PAVEMENT EDGE DRAIN CONNECTED TO STORM DRAIN- SEE 6/C500RELOCATE HYDRANT TO 3' BEHIND CURB123456781.5" BITUMINOUS WEAR (MnDOT 2360)2.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADE4" CONCRETE WALK - (MnDOT 2521)REINFORCING - NONE4" CL.5 AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSDRIVECONCRETEWALK91011HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC602ROADPLANANDPROFILE-2905910915920925930935MATCH LINE
940945905910915920925930935MATCH LINE 940945M
A
T
C
H
L
I
N
E
MATCH LINE
417FEET2001213141414+01.01ST1ST212" RCP STMSEWER12" RCPSTM SEWER20'
16.
5
3
'
15.
4
7
'
5.6
7
'114811MH1510101010NEWBUIDING905910915920925930935940945926.6512+00927.13
927.8813+00930.08
933.7014+0014+101.03%7.60%PVIS 12+08.61
PVIE 926.70
PVIS 14+01.01
PVIE 933.78
PC 12+92.43
PT 13+95.49
EP 14+01.01
PVI STA: 13+23.51PVI ELEV: 927.89LOW PT STA: 12+73.51LOW PT ELEV: 927.37K: 15.23LVC: 100.00BVCS: 12+73.51
BVCE: 927.37
EVCS: 13+73.51
EVCE: 931.69
1.03%7.60%PVIS 12+08.61
PVIE 926.70
PVIS 14+01.01
PVIE 933.78
PC 12+92.43
PT 13+95.49
EP 14+01.01
PARKING LOTDRIVE ENTRANCETO ELCNOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND.2. SEE SHEET C101 EROSION & SEDIMENT CONTROL PLAN3. SEE TYPICAL SECTION 1/C601KEY NOTESB612 CURB AND GUTTER - SEE DETAIL 1/C900TAPER CURB - SEE DETAIL 2/C900FLUSH CURB - SEE DETAIL 4/C9004" WIDE WHITE STRIPE - PAINTPAVEMENT MARKING. SEE SPEC SECTION 321723STOP SIGNMATCH EXISTING CURB & SIDEWALKCONNECT TO EXISTING STORM MANHOLEDETECTABLE WARNING PLATES20 L.F. PAVEMENT EDGE DRAIN CONNECTED TO STORM DRAIN- SEE 6/C500RELOCATE HYDRANT TO 3' BEHIND CURB123456781.5" BITUMINOUS WEAR (MnDOT 2360)2.5" BITUMINOUS NON-WEAR (MnDOT 2360)8" CL.5 AGGREGATE BASE - (MnDOT 2211)T.A. APPROVED SUBGRADE4" CONCRETE WALK - (MnDOT 2521)REINFORCING - NONE4" CL.5 AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSDRIVECONCRETEWALK91011HGA NO:DATE:NODESCRIPTION DATECOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETOCTOBER 22, 20210512-004-00CONSTRUCTIONNOT FORPLANNING & ZONINGSUBMISSION HOPKINS, MN 55343ROAD SOUTH110 BLAKE SCHOOLCENTEREARLY LEARNINGBLAKE SCHOOLC603ROADPLANANDPROFILE-3905910915920925930935MATCH LINE
940945MATCH LINE WELL ACCESS
OWNER: Blake, 110 Blake Road South, Hopkins MN, 55343
CONTACT: Anne Stavney, Ph. D.
STRUCTURAL:HAMMEL, GREEN AND ABRAHMSON (HGA)
CONTACT: Lauren Piepho
MECHANICAL:HAMMEL, GREEN AND ABRAHMSON (HGA)
CONTACT: Leighton Deer
CIVIL:HAMMEL, GREEN AND ABRAHAMSON (HGA)
CONTACT: Kenny Horns
ELECTRICAL:HAMMEL, GREEN AND ABRAHMSON (HGA)
CONTACT: Jared Kovarik
LANDSCAPE:HAMMEL, GREEN AND ABRAHMSON (HGA)
CONTACT: Brit Erenler
ARCHITECT: HAMMEL, GREEN AND ABRAHAMSON (HGA)
CONTACT: Rob Good
PHONE: 952-988-3403
EMAIL: astavney@blakeschool.org
PHONE: 612.758.4729
EMAIL: rgood@hga.com
PHONE: 612-578-7703
EMAIL: khorns@hga.com
PHONE: 612 758 4463
EMAIL: JKovarik@hga.com
PHONE: 612.758.4477
EMAIL: berenler@hga.com
PHONE: 612.758.4528
EMAIL: ldeer@hga.com
PHONE: 612.758.4293
EMAIL: LPiepho@hga.com
ACOUSTICAL:Kvernstoen, Rönnholm, and Associates
CONTACT: Sari Rönnholm
PHONE: 612.374.3800
EMAIL: sarir@kracoustics.com
FOOD SERVICE:Rippe Associates
CONTACT: Terry Pellegrino
PHONE: 952.933.0313
EMAIL: terryp@rippeassociates.com
NUMBER SHEET NAME
0 - GENERAL
G001 COVERSHEET
G031 LIFE SAFETY PLAN FIELD LEVEL & CODE SUMMARY
G032 LIFE SAFETY PLAN FOREST & TREETOP LEVEL
1 - CIVIL
C000 1 OF 2 PARTIAL BOUNDARY, LOCATION, TOPOGRAPHIC AND UTILITY SURVEY
C001 CIVIL NOTES & LEGEND
C000 2 OF 2 PARTIAL BOUNDARY, LOCATION, TOPOGRAPHIC AND UTILITY SURVEY
C002 CAMPUS SITE PLAN
2 - LANDSCAPE
L100 TREE REMOVAL AND PROTECTION PLAN
L120 TREE PRESERVATION AND PROTECTION DETAILS
L200 LAYOUT AND MATERIALS PLAN
L400 PLANTING PLAN
L440 PLANT MATERIAL SCHEDULE
NUMBER SHEET NAME
C200 SITE DEMOLITION PLAN
C205 SITE DEMOLITION PLAN MAINTENANCE GARAGE
C300 SITE LAYOUT PLAN
C301 SITE LAYOUT & SURFACING PLAN ELC
C305 SITE PLAN MAINTENANCE GARAGE
C400 OVERALL GRADING PLAN
C401 SITE GRADING PLAN ELC
C501 SEWER STRUCTURE SCHEDULE & DETAILS
C600 EAST ENTRY PLAN & PROFILE SHEET GUIDE
C601 ROAD PLAN & PROFILE-1
C500 SITE UTILITY PLAN ELC
C603 ROAD PLAN & PROFILE-3
C602 ROAD PLAN & PROFILE-2
4 - ARCHITECTURAL
A201 OVERALL FLOOR PLAN - FIELD LEVEL
A202 OVERALL FLOOR PLAN - FOREST / TREETOP LEVEL
A400 EXTERIOR ELEVATIONS
A401 EXTERIOR ELEVATIONS
C000 1 OF 1 PARTIAL BOUNDARY, LOCATION, TOPOGRAPHIC AND UTILITY SURVEY
A205 FLOOR, ROOF, AND LIFE SAFETY PLANS
A405 OVERALL EXTERIOR ELEVATIONS & SECTIONS
A406 EXTERIOR RENDERINGS
C003 CAMPUS STORM WATER PLAN
C502 SANITARY SEWER PLAN AND PROFILE
A206 OVERALL FLOOR PLAN - ROOF
L405 ENLARGED PLANTING PLANS
UP
W/DUCFRIGEPRINT RANGEREFRBREWBREWDW
FSSHREDLAMCUT
CHARGE
CHARGEBUILD
CART
LIFE SAFETY PLAN SYMBOL DESIGNATIONS
(SYMBOLS ONLY- SEE LIFE SAFETY PLANS FOR ACTUAL INFORMATION)
LIFE SAFETY CODE CONSTRUCTION TYPE
LIFE SAFETY CODE OCCUPANCY TYPE
FUNCTION OF SPACE
TOTAL SQUARE FEET
OCCUPANT LOAD FACTOR
OCCUPANT LOAD
EXIT/EXIT-ACCESS COMPONENT
(E.G., STAIR, DOOR)
NUMBER OF OCCUPANTS USING
EXIT/EXIT-ACCESS COMPONENT
MINIMUM REQUIRED CLEAR WIDTH (INCHES)
AVAILABLE CLEAR WIDTH (INCHES)
COMMON PATH OF TRAVEL OR EXIT
ACCESS TRAVEL DISTANCE (#FEET)
TRAVEL DISTANCE TO NEAREST EXIT (FEET)
NUMBER OF OCCUPANTS USING
EXIT/EXIT-ACCESS COMPONENT
ACCESSORY
OCCUPANCY
REQUIRED ASSEMBLY RATING
FIRE EXTINGUISHER FIRE DEPARTMENT
CONNECTION
STANDPIPE HOSE
CONNECTION
SMOKE BARRIER/COMPARTMENT HORIZONTAL EXIT
ASSIGNED
OCCUPANCY AREA
TYPE IA
B OCC OCC
##
F
SP
HE
S
FIRE ALARM PULL STATIONFA
AREA OF REFUGEAR
EXIT DISCHARGEED
AREA N.I.C.
B
S
P
W
ONE HOUR FIRE PARTITION
ONE HOUR FIRE BARRIER
ONE HOUR FIRE WALL
ONE HOUR SMOKE BARRIER
SPSMOKE PARTITION
1
1
1
1
0
W
W
S
B
TWO HOUR SMOKE BARRIER
TWO HOUR FIRE WALL
THREE HOUR FIRE BARRIER
THREE HOUR FIRE WALL
2
3
2
3
BTWO HOUR FIRE BARRIER
2
NEW EXISTINGASSEMBLY TYPE
EB
ES
EP
EW
ESP
EW
EW
ES
EB
EB
DRINKING FOUNTAIND
ASSIGNED STORM
SHELTER
OCCUPANCY
AREA
M
IN
I
M
U
M
E
XIT S
E
P
A
R
A
TI
O
N
= 2
8'-1"
8
4'-1 1/2"
27 ED
ED
ED
ED
ED
EDED
13"
DOOR
81
68"
5"
DOOR
27
34"
PRE K
3073
20
154
81
27
27
5"
DOOR
27
34"
5"
DOOR
27
34"
KITCHEN
1150
200
6
ELE
193
300
1
EMERG ELE
177
300
1
DINING
1433
15
96
CONF
228
15
16
COMMONS
539
5
108
ADMIN
1009
100
11
EXIT SEPARATION47'-1"MOVEMENT
2743
50
61
STORAGE
340
300
2
STORAGE
953
300
3
MECHANCIAL
790
300
3
31
2-B
2-B
31
5"
DOOR
31
68"
5"
DOOR
31
68"
ED
261
40"
DOOR
261
68"
29"
STAIR
144
48"
130
20"
DOOR
130
34"
20"
DOOR
130
34"
130
E OCC
TYPE VB
19,210 GSF
CUBBIES
300
50
6
144
127
STORM SHELTER
1. ALLOWABLE
OCCUPANT DENSITY
3004 /5 = 600 OCC.
2. CALCULATED
SHELTER LOADING
METHOD 1 = 594
METHOD 2 = 359
GALLERY
281
30
10
RECEPTION
265
15
18
D
D
2-B
2-B
PRE K -LICENSED
CAPACITY SOUGHT:
17 OCC/ CLASSROOM X3 =
51 TOTAL
1-B
1-B
1-B
BUILDING CODE SUMMARY
A. Applicable Standards
• 2020 Minnesota Building Code
• 2020 Minnesota Energy Code
• 2020 Minnesota Accessibility Code
• 2020 Minnesota Mechanical and Fuel Gas Code
• 2015 Minnesota Plumbing Code
• 2020 Minnesota Fire Code
• 2020 National Electrical Code
• 2015 ICC-500 - Standard for the Design and Construction of Storm Shelters
B. Occupancy Classification (Chapter 3)
• (E) Education - below the 12th grade (303.1.3) with students older than 2 1/2
years (305.2)
C. Special Requirements (Chapter 4)
• Storm shelter required to be designed per ICC 500 (423.4)
• Storm shelter occupancy shall be designed to accommodate the greater of two
occupancy calculation methods (423.4.1) See end of code summary for full storm
shelter sizing and information.
• Preschool, Kindergarten and 1st grade classrooms are allowed on any floor up to
fourth floor above the grade plane provided the building is equipped with both an
automatic fire suppression system and an automatic alarm and smoke detection
system. (429.2.1)
• Accessory spaces used by Preschool, Kindergarten and 1st grade are allowed to
be one level above or below the grade plane provided the building is equipped
with both an automatic fire suppression system and an automatic alarm and
smoke detection system (429.23)
D. General Height And Area (Chapter 5)
• Allowable Height (Table 504.3, 504.4): Type VB/E= 2 Stories and 60 Feet
• Allowable Area (Table 506.2): Type VB/E =28,500 GSF per floor.
• Incidental Uses (509): Furnace, boiler, refrigerant machinery rooms, group labs
and vocational areas are allowed to be non-rated separations with building wide
automatic sprinkler system.
E. Type of Construction (Chapter 6)
Type VB (Table 601):
Structural frame 0 hour
Interior bearing walls 0 hour
Exterior bearing walls 0 hour
Floor Construction (Beam/joist)0 hour
Roof construction (Including support beams/joist) 0 hour
F. Fire and Smoke Protection Features
1. Exterior Walls Rating (TABLE 602)
• 10-30FT VB/E occupancy = 1HR
• >30FT VB/E occupancy = 0HR
2. Allowable Area of Openings (TABLE 705.8)
• Tabular value. (Table 705.8) 75% allowable area of protected openings at 15-20
feet,
• No Limit at greater than 20 feet of separation.
3. Fire Barrier (707)
• A 2HR rated fire barrier is required per ICC 500 separating the storm shelter from
the rest of the building. 2HR is the minimum rated fire barrier based on
occupancy (707.3.10).
• (707.6) Openings in a fire barrier shall be protected in accordance with 716. In
aggregate width of opening at any floor level not more than 25% of length of the
wall. Per exception 2. The size of each individual opening is not limited where
both buildings are equipped throughout with automatic sprinkler system.
• (716.1.2) Openings must be protected by a minimum 1.5HR rated fire
door/shutter.
4. Shaft Enclosure Fire Resistance Rating (713.4):
• Shaft enclosures shall have a fire resistance rating of not less than 1HR where
connecting less than four stories. Fire rating cannot be less than floor assembly
penetrated, thus a 1HR rating is required.
• See Sections 1019 and 1023 for provisions for exterior and interior egress
stairways.
• A two story opening is allowed provided it meets all provisions of (712.1.9).
G. Interior finish ratings
Interior Wall and Ceiling Finishes Requirements by Occupancy (IBC Table
803.13): E Occupancy
• Exit enclosures and passage ways: ‘B’
• Corridors :‘C’
• Rooms and enclosed spaces ‘C’
Interior Floor Finish 804.4
• Allowable Class I or Class II finishes.
• Class II materials are allowed in lieu of Class I materials due to presence of
automatic sprinkler system.
H. Fire Protection Systems (IBC 903.2.1.3):
• The entire building will be sprinkled with automatic system.The system is
required per (903.2.3) for E occupancies over 300 occupants.
• Portable fire extinguishers will be placed as per code. (IBC 906)
• The entire building will have an automatic alarm/ smoke detection system.
• An emergency voice/ alarm communication system is required. System activation
per (907.5.2 and 907.6).
J. Egress (IBC Table 1004.5)
1. Area Per Occupant
• Storage and Mechanical equipment rooms 300GSF/occ
• Assembly standing 5 NSF/occ
• Assembly Unconcentrated (tables & chairs)15 NSF/occ
• Business Areas 100 GSF/occ
• Commercial Kitchens 200 GSF/occ
• Classrooms 20 NSF/occ
• Exercise rooms 50 GSF/occ
• Locker rooms (cubbies) 50 GSF/occ
2. Egress per Occupant Served - (1005):
with a sprinkler system and emergency voice/alarm communication system
• Stairways: 0.2 inches per occupant
• Doors: 0.15 inches per occupant
• Other egress components: 0.15 inches per occupant
3. Accessible Means of Egress (1009):
• 1009.1: Required
• 1009.3.2 Accessible stairways 48" min stairway width required, 48" between
handrails is not required per exception 1.
• 1009.3.3: Stairways. Areas of refuge are not required per exception 2.
• 1009.8: Two way communication system is required at elevator stops at floors
above the grade plane.
4. Travel Distance
• Common path - 75 feet with sprinkler system. (Table 1029.8)
• Exit Access - 250 feet with sprinkler system. (Table 1017.2)
• Exit separation – 1/3 diagonal of space (MBC 1017.1.1) Exception 2.
5. Corridor Fire-Resistance Rating (1020.1):
• E occupancy/ Required fire resistance rating in hours with sprinkler system: 0
hours
• Dead ends allowed up to 50' in E occupancies per exception 2. (1020.4)
6. Minimum number of exits for occupant load (1006.3.2):
• Spaces with one means of egress (Table 1006.3.3(2))
• E occupancies: Max 49 occ.
• Occupant Loads of 1-500: Min 2 exits
• Occupant Loads 501-1000: Min 3 exits
7. Panic Hardware (1010.1.10)
• Require in all rooms and spaces in E occupancies over 50.
• At electrical rooms over 1,200 rated amperes or over 6 ft wide.
K. Stairways
1. Vertical Fire Enclosures (MBC 1023):
• Stair provided per 1023.2; 2 hour rated enclosure.
2. Continuity (1023.3) Interior exit stairways shall lead directly to the exterior of the
building, except as permitted in section 1028.1 Up to 50% of the egress discharge
can be directed through the level of exit provided all of the following conditions are
met:
• (1.1) the exit is visible with free and unobstructed path of travel to exit
• (1.2) the level of exit discharge is separated from construction below by a rating
matching the entire enclosure
• (1.3) the building is fully sprinklered.
• (1.4) exit access stairway and interior exit stairway terminations shall be
separated by a distance of not less than 30 feet or not less than 1/4 of length of
maximum overall diagonal dimension of building.
3. Enclosure (1019.3) Exit access stairways that serve only two stories are not
required to be enclosed per exception 1.
4. Minimum Required Width (1011.2) 44 inches or 48 inches at accessible stairways
(1009.3.2)
L. Minimum Plumbing Fixtures (2902.1):
E Occupancy assigned fixtures - see Plumbing Fixture Count summary on this page
• Per IBC 2902.1.1 Unisex and family fixtures in E occupancies are allowed to be
assigned to either gender.
M. Storm Shelter (Section 423 and ICC-500)
• Storm shelter capacity determined by higher total of 2 methods (423.41 )
Method 1. Classrooms, vocational rooms and offices
Method 2. Indoor assembly space
See Life Safety Plan for calculation totals.
• Allowable occupant density of shelter is 5 occ./SF (Table 501.1)
• Exits - number of doors required per applicable code for the normal occupancy of
the space (Table 501.2)
• 2HR Fire Barriers and Horizontal Assemblies are required to separate the storm
shelter from the rest of the building (601.1.)
• Protection of critical support systems located outside of the shelter perimeter
must be protected by a means that meets the wind pressure and missile impact
requirements (701.1)
• Tornado shelters minimum sanitization facilities 2 min for first 500 occupants, 1
per additional 500 (Table 702.2)
N. Minnesota Provisions (MN Chapter 1300)
• An assigned recycling recycling pace is required per (1303.50)
• Radon venting is required per (1303.2402)
CHAPTER 29: PLUMBING FIXTURE COUNTS
WOMEN LAV
MEN LAV
WOMEN WC
MEN WC
DRINKING FOUNTAIN TOTAL PROVIDEDTOTAL REQUIREDDELTA10
10
14
14
8
NEW BUILDING
10
10
10
10
10
+4
+1
0
*
* Ballance of required drinking fountains are provided
by approved water dispensers per Table 2902.1 Note j.
+4
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 1:50:40 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtG031
LIFE SAFETY
PLAN FIELD
LEVEL, CODE
SUMMARY
Author3/32" = 1'-0"1 LIFE SAFETY PLAN - FIELD LEVEL
1 : 12BUILDING CODE SUMMARY
1 : 13PLUMBING FIXTURE COUNT
DN
DN
PRINT
TRRC REFRBREWBREWSHRED
CHARGE
CHARGE
CHARGE
TRRC
CUT MWBRUTEBRUTETRAVEL DISTANCE 133' -1"
2-B
2-B
E OCC
TYPE VB
16,707 GSF
1ST GRADE
993
20
49
1ST GRADE
939
20
47
1ST GRADE
919
20
46
CUBBIES
270
50
6
148
KINDERGARTEN
1095
20
55
KINDERGARTEN
1092
20
55
KINDERGARTEN
1081
20
55
CUBBIES
285
50
6
9028
28
28
28
28
28
ART
960
20
48
STORE/KILN
188
300
1
49
MUSIC
1083
20
55
MINIUM EXIT SEPARATION = 15'-7"46'-9"EXIT SEPARATION
15'-8"
COMMON PATH OF TRAVEL 65' -3"
LEARNING
SUPPORT305
50
7
STRINGS
156
20
8
MUSIC
STOR125
300
1
COUNSELING
232
100
3
STORAGE
739
300
3
OFFICE
398
100
4
LIBRARY
477
50
10
28 28
144
ED
22"
DOOR
144
34"
29"
STAIR
144
48"
ED
ED
ED 127
ED
OPEN
TO BELOW
OPEN
TO BELOW
OPEN
TO BELOW
127
14429"
STAIR
144
48"
26"
STAIR
127
48"
20"
DOOR
127
68"
5"
DOOR
28
34"
5"
DOOR
28
34"5"
DOOR
28
34"
47 49
46
D
D
COMMON PATH OF TRAVEL 52' -9"
S
1ST GRADE -LICENSED
CAPACITY SOUGHT:
22 OCC/ CLASSROOM X3 =
66 TOTAL
KINDERGARTEN -LICENSED
CAPACITY SOUGHT:
22 OCC/ CLASSROOM X3 =
66TOTAL
1-B
LIFE SAFETY PLAN SYMBOL DESIGNATIONS
(SYMBOLS ONLY- SEE LIFE SAFETY PLANS FOR ACTUAL INFORMATION)
LIFE SAFETY CODE CONSTRUCTION TYPE
LIFE SAFETY CODE OCCUPANCY TYPE
FUNCTION OF SPACE
TOTAL SQUARE FEET
OCCUPANT LOAD FACTOR
OCCUPANT LOAD
EXIT/EXIT-ACCESS COMPONENT
(E.G., STAIR, DOOR)
NUMBER OF OCCUPANTS USING
EXIT/EXIT-ACCESS COMPONENT
MINIMUM REQUIRED CLEAR WIDTH (INCHES)
AVAILABLE CLEAR WIDTH (INCHES)
COMMON PATH OF TRAVEL OR EXIT
ACCESS TRAVEL DISTANCE (#FEET)
TRAVEL DISTANCE TO NEAREST EXIT (FEET)
NUMBER OF OCCUPANTS USING
EXIT/EXIT-ACCESS COMPONENT
ACCESSORY
OCCUPANCY
REQUIRED ASSEMBLY RATING
FIRE EXTINGUISHER FIRE DEPARTMENT
CONNECTION
STANDPIPE HOSE
CONNECTION
SMOKE BARRIER/COMPARTMENT HORIZONTAL EXIT
ASSIGNED
OCCUPANCY AREA
TYPE IA
B OCC OCC
##
F
SP
HE
S
FIRE ALARM PULL STATIONFA
AREA OF REFUGEAR
EXIT DISCHARGEED
AREA N.I.C.
B
S
P
W
ONE HOUR FIRE PARTITION
ONE HOUR FIRE BARRIER
ONE HOUR FIRE WALL
ONE HOUR SMOKE BARRIER
SPSMOKE PARTITION
1
1
1
1
0
W
W
S
B
TWO HOUR SMOKE BARRIER
TWO HOUR FIRE WALL
THREE HOUR FIRE BARRIER
THREE HOUR FIRE WALL
2
3
2
3
BTWO HOUR FIRE BARRIER
2
NEW EXISTINGASSEMBLY TYPE
EB
ES
EP
EW
ESP
EW
EW
ES
EB
EB
DRINKING FOUNTAIND
ASSIGNED STORM
SHELTER
OCCUPANCY
AREA
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
10/21/2021 1:50:42 PMC:\Users\acdand\Documents\Revit Local Files\A21-Blake School-Early Learning Center-0512-004-00_acdand.rvtG032
LIFE SAFETY
PLAN FOREST &
TREETOP LEVEL
Author3/32" = 1'-0"1 LIFE SAFETY PLAN - TREETOP LEVEL
12" = 1'-0"
LEGEND - LIFE SAFETY
FSTRRCRANGEREFR
FS
000000033Sunshi
neRai
n4816TUNNELOFFSETCRAWL139268178720DOUBLEWAVESLI
DERHSTRGEMI
NI
SLI
DE133426160423PEAK NATURALCLI
MBER(DI
RECTBURY)32185862WOODPLANKWI
GGLELADDER217913DI
GI
FUSEBARRI
ER211191TREEHOUSERECYCLEDROOFW/O STACK & W/OSI
GN153021DECKLI
NKTWOSTEPS119981STEP DECK8HORI
Z.LADDER129967RECOMMENDEDFORAGES 4 ANDOLDERENDHORI
Z.LADDER129968HANDLOOPTRANSI
TI
ON119977144984STOREPANEL(ATGRADE)173596LOGBALANCEBEAM173594LOGCRAWLTUNNELDBONLYSURFACE 10" TO14"8173907LOGSTEPPER8"HEIGHT8173907LOGSTEPPER8"HEIGHT8173907LOGSTEPPER8"HEIGHT8173907LOGSTEPPER8"HEIGHT100041CURVEDBALANCEBEAM8173907LOGSTEPPER8"HEIGHT25" COT 2-20" COT 24" COTMH15ST2ST1UGE
U G E
U G E
UGEUGEOHEUGE UGEUGEUGE
UGE
UGEUGE 9259459409359 5 0
9 55960 920
9 3 5
9359309259 3 5
930 T R E E SEDGE OFSHRUBS20
4
17 20
1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.
2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE
3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION.
4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION
VERIFICATION
5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES.
GENERAL NOTES - PLANTING PLAN
LEGEND - PLANTING
BEE LAWN MIX
SAVANNA MIX - SHORTGRASS
EDGING
INVASIVE SPECIES MITIGATION AREA; ADD ALTERNATE
REMOVE BUCKTHORN AND REPLACE WITH NATIVE
SHRUB MASSING; DIERVILLA, SUMAC, OR SIMILAR
STORMWATER BASIN MIX
GRASS PAVE
SEED-1
SEED-3
SEED-2
SITE-1
SITE-2
EAST
ENTRY
DRIVE
PROJECT;
SEE CIVIL
LIMIT OF WORK
LIMIT OF WORK LIM IT O F W O RKLIMIT OF WORKLIMIT OF WORK
BLAKE ELC
BLAKE UPPER CAMPUS ATHLETIC FACILITIES
TRAIL
UTILITY
WORK;
SEE CIVIL
SEED-1
SEED-1 SEED-1
SEED-1
SEED-1
SEED-1
SEED-2
SEED-3
SEED-3
SEED-3
SEED-3
SEED-3
SEED-1
SEED-1
SEED-1
/Qb 2
/Qb 2
/QaQ 1
/AM 1/QaQ 1
/AgA A 1
/AgA B 1
/AgA B 1
/Tc 4
/GtI 2
/AgA A 1
/AgA A 1
/GtI 2
/GtS 1/GtS 1/GtS 1
/Pt 1
/Psy 3
/Psy 1
/TmH 4
/QmC 1
/AgA B 1
/AgA B 1
/AfJ 2
/AgA B 1
/AgA B 1
/AgA B 1
/AfJ 1
/BpO 1
/AfJ 1
/GbA 1
/AfJ 1
/BpW 1
/BpO 1
/BpW 1
/BpO 1
/BpW 1
/BpO 1
/AfJ 7
/BpO 1
/BpO 1
/QaQ 1
/TmH 1
/Ab 3
/Ab 1
/RaG 28
/RaG 114
/RaG 91
/AM 44
/SsM 52
/AfJ 7
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
NOVEMBER 10, 2021
0512-004-00
KEYPLAN
AREA A AREA B
AREA DAREA C
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 LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
NAME:
DATE:
REGISTRATION NUMBER:11/10/2021 3:34:23 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL400R
PLANTING PLAN
AuthorPROJECT ISSUE DATE
1" = 20'-0"2 PLANTING PLAN
UGEUGEU G E
U G E
UGE
U G E
917
9 1 8 919916
914
916
9 16
9 1 7
9 1 8
TRANSPORTION AND
GROUNDS
MAINTENANCE
BUILDING
/GbA 1
/BpO 0
/BpO 0
/BpO 1
/BpO 3
/PtN 3
/TmH 1
/BpO 3
/TmH 1/TmH 1
/Ps 3
/PgD 6
1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.
2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE
3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION.
4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION
VERIFICATION
5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES.
GENERAL NOTES - PLANTING PLAN LEGEND - PLANTING
BEE LAWN MIX
SAVANNA MIX - SHORTGRASS
EDGING
INVASIVE SPECIES MITIGATION AREA; ADD ALTERNATE
REMOVE BUCKTHORN AND REPLACE WITH NATIVE
SHRUB MASSING; DIERVILLA, SUMAC, OR SIMILAR
STORMWATER BASIN MIX
GRASS PAVE
SEED-1
SEED-3
SEED-2
SITE-1
SITE-2
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
NOVEMBER 10, 2021
0512-004-00
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 LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
NAME:
DATE:
REGISTRATION NUMBER:11/10/2021 3:34:28 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL405R
ENLARGED
PLANTING
PLANS
AuthorPROJECT ISSUE DATE
1" = 10'-0"1 PLANTING - TRANSPORTATION AND GROUNDS MAINTENANCE BUILDING
5'10'20'40'0'
Scale: 1" = 10'-0"
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
NOVEMBER 10, 2021
0512-004-00
KEYPLAN
AREA A AREA B
AREA DAREA C
11/10/2021 3:34:28 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL440R
PLANT
MATERIALS
SCHEDULE
AuthorPLANT MATERIALS SCHEDULE
Key Quantity Common Name Scientific Name Size Spacing Root
CONIFEROUS TREE
Ab 4 Balsam Fir Abies balsamea 6' ht. As Shown
PgD 6 Black Hills Spruce Picea glauca 'Densata'8' ht. As Shown
Ps 3 Eastern White Pine Pinus strobus 8' ht. As Shown
Psy 4 Scotch Pine Pinus sylvestris 8' ht. As Shown
Tc 4 Canadian Hemlock Tsuga canadensis 6' ht. As Shown
DECIDUOUS SHRUB
ChG 106 Garden Glow Dogwood Cornus hessei 'Garden Glow'#5 Cont. As Shown
DsE 32 Firefly Nightglow Honeysuckle Diervilla splendens 'El Madrigal'#5 Cont. As Shown
RaG 518 Gro-Low Fragrant Sumac Rhus aromatica 'Gro-Low'#3 Cont. As Shown
DECIDUOUS TREES
AfJ 5 Autumn Blaze Maple Acer x freemanii 'Jeffersred'4" cal. As Shown
AfJ 14 Autumn Blaze Maple Acer x freemanii 'Jeffersred'3" cal. As Shown
AgA A 3 Autumn Brilliance Serviceberry Amelanchier x Grandiflora 'Autumn
Brilliance'
3" cal. As Shown
AgA B 7 Autumn Brilliance Serviceberry Amelanchier x Grandiflora 'Autumn
Brilliance'
12' ht. As Shown
BpO 13 Renaissance Oasis Birch Betula papyrifera 'Renci'8' ht. As Shown
BpW 2 Whitespire Birch Betula populifolia 'Whitespire'3" cal. As Shown
GbA 4 Autumn Gold Ginkgo Ginkgo biloba 'Autumn Gold'4" cal. As Shown
GtI 2 Imperial Honeylocust Gleditsia triacanthos 'Impcole'3" cal. As Shown
GtS 3 Sunburst Honeylocust Gleditsia triacanthos 'Suncole'3" cal. As Shown
Pt 3 Quaking Aspen Populus tremuloides 3" cal. As Shown
PtN 3 Prairie Gold Aspen Populus tremuloides 'NEArb'2" cal. As Shown
QaQ 3 Crimson Spire Oak Quercus alba x Quercus robur 3" cal. As Shown
Qb 3 Swamp White Oak Quercus bicolor 3" cal. As Shown
QmC 1 Heritage Oak Quercus x macdanielli 'Clemons'6" cal. As Shown
TmH 8 Harvest Gold Linden Tilia mongolica 'Harvest Gold'4" cal. As Shown
GRASS
6 Prairie Winds Cheyenne Sky
Switchgrass
Panicum virgatum 'Cheyenne Sky'#3 Cont. As Shown
CaK 21 Karl Foerster Feather Reed Grass Calamagrostis x acutifora "Karl
Foerster'
#1 Cont. As Shown
SsM 837 Blue Heaven Little Bluesteam Schizachyrium scoparium 'Minnblue
A'
#1 Cont. As Shown
PERENNIAL
AdS 40 Sun King Aralia Aralia cordata 'Sun King'#2 Cont. As Shown
AM 77 Millenium Allium Allium 'Millenium #1 Cont. As Shown
RfG 125 Goldstrum Black-Eyed Susan Rudbeckia fulgida 'Goldstrum'#1 Cont. As Shown
SK 45 Kamtschaticum Sedum Sedum Kamtschaticum #1 Cont. As Shown
7"LOC7"LOC21"OAK6"LOC7"LOC8"LOC8"ELM9"B.NUT8"B.NUT11"B.NUT16"BASS18"BASS9"BASS6"BASS2-2" TR3-2" TR2-2" TR20" SPR3" MPL4" SPR24" POP31" OAK23" OAK15" OAK2" MPL2" MPL2" MPL26" BASB L A K E R O A D S O U T H10"ELM9'PINE7"CT.WD7"ELM6"ELM9"CT.WD14"CT.WD7"ELM11"ELM8'PINE12"CT.WD6"ELM10"CT.WD11"ELM6"ELM6"ELM20"CT.WD8"CT.WD18"CT.WD6"CHRY15"CT.WD12"CT.WD18"ELM6"ELM21"CT.WD18"CT.WD10"ELM15"CT.WD6"BOX24"CT.WD11"BOX28"BASS10"OAK8"OAK7"CT.WD13"ELM16"CT.WD13"CT.WD12"CT.WD12"CT.WD9"B.NUT10"CT.WD15"CT.WD13"CT.WD15"CT.WD12"CT.WD25"CT.WD6"B.NUT12"HACK7"BOX7"B.NUT14"ELM16"CT.WD16"CT.WD14"CT.WD11"CT.WD10"ELM7"ELM17"CT.WD12"CT.WD6"ELM11"ELM12"ELM27"CT.WD15"CT.WD13"CT.WD15"CT.WD9"ELM15"CT.WD14"CT.WD9"ASH9"ASH6"ELM9"ASH18'SPR18'SPR9"MAP18"MAP25" COT2-20" COT24" COT S00°24'39"W 1337.0020417202-2" TR3-2" TR2-2" TR20" SPR3" MPL4" SPR24" POP31" OAK23" OAK15" OAK2" MPL2" MPL2" MPL26" BAS9"ASH8"MAP11"ASP11"ASP8"ELM14"ELM8"ELM1210"HACK7"BOX7"LOC7"LOC21"OAK6"LOC7"LOC8"LOC8"ELM9"B.NUT8"B.NUT11"B.NUT16"BASS18"BASS9"BASS6"BASS9"ELM17"CT.WD10"CT.WD9"MAP12" CMP ST S25" COT2-20" COT24" COT S00°24'39"W 1337.00204172012" CMP ST S7"LOC7"LOC21"OAK6"LOC7"LOC8"LOC8"ELM9"B.NUT8"B.NUT11"B.NUT16"BASS18"BASS9"BASS6"BASS2-2" TR3-2" TR2-2" TR20" SPR3" MPL4" SPR24" POP31" OAK23" OAK15" OAK2" MPL2" MPL2" MPL26" BASONLY THOSE PERSONS AUTHORIZED BY THE CITY MAY REMOVE ANY TREES FROM PUBLIC LAND. TREES REMOVED FROM ANY PUBLIC LAND INCLUDING CITY, COUNTRY OR STATE RIGHT-OF-WAY SHALL BE REPLACED BY THE PERSON OR ENTITY WHO REMOVED IT. REPLACEMENT SHALL BE IN THE FOLLOWING MANNER: A. REPLACEMENT OF ANY LIVE TREE WHICH IS REMOVED FROM ANY PUBLIC LAND SHALL BE REQUIRED ON A CALIPER INCH FOR CALIPER INCH BASIS. THE CITY MAY ALSO ELECT TO RECEIVE CASH IN LIEU OF TREES BASED ON FREE PER CALIPER INCH DETERMINED BY THE CITY COUNCIL.B. REPLACEMENT TREES SHALL BE OF SPECIES APPROVED BY THE CITY FORESTER. GENERAL NOTES - TREE REMOVALLEGEND - TREE REMOVALEXISTING TREES TO BE REMOVED; QUANTIFY LINEAR FEET OF USABLE WOOD BY TYPE; STOCK PILE WOOD ON SITE ACCORDING TO SIZE: TYPE 1:LOGS SIZE 12" AND GREATER IN DIAMETER; TYPE 2: SIZE 4" - 11" IN DIAMETER; TYPE 3:SIZE 2" - 3" IN DIAMETER TREE PROTECTIVE BARRIER; REFER TO SPEC. 320190 LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKBLAKE UPPER CAMPUSATHLETIC FACILITIESTRAIL12345678913141715161918201011122322212425262728BLAKE ELCHGA NO:DATE:NODESCRIPTIONDATEBLAKE SCHOOL EARLY LEARNING CENTER110 BLAKE SCHOOL ROAD SOUTHHOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPLANNING & ZONING SUBMISSIONOCTOBER 22, 20210512-004-00KEYPLANAREA AAREA BAREA DAREA CI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:10/21/2021 3:54:10 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL100TREE REMOVAL& PROTECTIONPLANAuthorPROJECT ISSUE DATEKEYNOTES - TREE PROTECTION#DESCRIPTION1" = 30'-0"2TREE REMOVAL& PROTECTION PLAN15'30'60'120'0'Scale: 1" = 30'-0"SCHEDULE - TREE REMOVAL#Tree SpeciesSize1 Other Deciduous2'-2"2 Maple3"3 Other Deciduous3-2"4 Other Deciduous2'-2"5 Poplar24"6 Oak15"7 Oak31"8 Basswood26"9 Oak23"10 Maple2"11 Maple2"12 Maple2"13 Locust6"14 Locust7"15 Locust8"16 Locust7"17 Locust8"18 Spruce4"19 Oak21"20 Spruce2"21 Butternut8"22 Butternut9"23 Butternut11"24 Basswood18"25 Basswood16"26 Basswood9"27 Basswood6"28 Spruce20"
DRIP LINE CRITICAL ROOT ZONEEXISTING GROUNDBACKFILLSANDY LOAM FILLPERFORATED PIPE1. ANY FILL REQUIRED IN THE DRIP LINES OF TREES, IS UNCOMPACTED SANDY LOAM TOPSOIL (WITH COARSE SAND COMPONENT).2. EXCESSIVE FILL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONE DAYLIGHTED OPENING AS AN AERATION SYSTEM.B4'-6"ADRIP LINE CRITICAL ROOT ZONEMEASURE TREE DIAMETER AT 4.5 FT ABOVE GROUNDTREEMINIMUM DISTANCE FROM TREE TRUNKDIRECTIONAL DRILLING MACHINEBORE TUNNELMINIMUM DEPTH OF TUNNEL1. (A) IS THE DIAMETER OF TREES MEASURED 4.5 FEET ABOVE THE GROUND AND IS TERMED THE "DIAMETER AT BREAST HEIGHT" (DBH).2. USING A TREE DIAMETER TAPE, WRAP THE TAPE AROUND THE GIRTH OF THE TREE, AT THE DBH, BEING CAREFUL NOT TO TWIST THE TAPE.ABC< 2"2 - 4"> 4 - 9"> 9 - 14"> 14 - 19"> 19"2'4'6'10'12'15'2'2.5'2.5'3'3.25'4' BRANCHES PRUNED TO LIVE BUDBRANCHES PRUNED AT TRUNK(SHIGO METHOD)PRUNING SAW PROCEDURES:1. CUT PART WAY THROUGH THE BRANCH AT POINT A.2. CUT COMPLETELY THROUGH BRANCH FROM POINT B TO A.3. AT BRANCH COLLAR CUT FROM POINT C TO D.INCORRECT CUT FROM POINT C TO X (TOO CLOSE) WILL RESULT IN DISCONTINUOUS CALLUS FORMATION AFTER ONE SEASON OF GROWTH.CORRECT CUT FROM POINT C TO D (LEAVING BRANCH COLLAR BUT NOT THE STUB FROM POINT B TO A) WILL RESULT IN CONTINUOUS DONUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH.PRUNING NOTES:1. PRUNE USING CLEAN AND SHARP SCISSOR TYPE PRUNER OR PRUNING SAW.2. THE BEST TIME TO PRUNE IS LATE DORMANT SEASON OR EARLY SPRING.3. AVOID PRUNING OAKS IN APRIL, MAY, JUNE OR JULY. IF PRUNING IS NECESSARY OR IF WOUNDS OCCUR TO OAK TREES IN APRIL, MAY, JUNE OR JULY, IMMEDIATELY PAINT CUT SURFACE OR WOUND WITH LATEX PAINT OR SHELLAC.LIVE BRANCHBRANCH BARK RIDGEDEAD BRANCHABCDBADCXDEAD BRANCHCORRECTPRUNING CUTTOOCLOSETOOLONGTOOSLANTEDLIVE BUD, TYPTEMPORARY FENCEREDUCED ROUNDINGNORMAL ROUNDINGSIGNIFICANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED ON THE PLAN OR BY THE LANDSCAPE ARCHITECT AND WILL BE PRESERVED BY THECONTRACTOR1. PLACE THE TEMPORARY FENCE2. REDUCE SLOPE ROUNDING WHERE ROOT ZONES ARE DISTURBED BY NORMAL SLOPE ROUNDING3. VARY BACKSLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE.DRIP LINE CRITICAL ROOT ZONEPRIMARY TILLAGE - PASS 1CULTIVATE IN PLACE SOIL DEPTHDIRECTION OFSPADING MACHINEINCORPORATION TILLAGE - PASS 24" OF GRADE 2 COMPOST AND OTHER SPECIFIED ADDITIVES THOROUGHLY MIXED WITH IN PLACE CULTIVATED SOILSDIRECTION OFSPADING MACHINE 16" 12"9" 2" 5" 2"1'-0"6"6"Tree Protection AreaDO NOT ENTER THE FENCED AREAWe appreciate your cooperation to protect these trees during constructionDESIRED 25'TREE PROTECTION SIGNCONSTRUCTION LIMITS (LOD)DRIP LINE CRITICAL ROOT1. FABRICATE 12" X 9" X 3/8" SIGN WITH .075" RADIUS CORNERS. 2. SIGN SHALL BE WHITE WITH BLACK LETTERING.3. ATTACH SIGN TO POST USING 1" LENGTH WOOD SCREWS.1. FURNISH AND INSTALL PLASTIC/SNOW PROTECTIOIN ZONE FENCING AT THE TREE DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED PRIOR TO CONSTRUCTION. REFER TO SPEC 320190.2. WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE.3. PLACE TREE PROTECTION SIGNS ALONG FENCE AT 50' INTERVALS.CLEAN ROOT CUTTINGROOT SYSTEM BRIDGEEXCAVATION AREAMAXIMUM DEPTHNECESSARY FORCONSTRUCTION1. WHEN DESIGNATED ON THE PLAN OR DIRECTED BY THE LANDSCAPE ARCHITECT, PRIOR TO EXCAVATION, ALL TREE ROOTS WILL BE CLEANLY CUT BY A VIBRATORY PLOW OR OTHER APPROVED ROOT CUTTER.2. THE TREE ROOTS WILL BE CUT CLEANLY TO THE MAXIMUM DEPTH NECESSARY FOR CONSTRUCTION. 3. IMMEDIATELY AND CLEANLY CUT DAMAGED AND EXPOSED ROOTS. 4. ROOT ENDS EXPOSED BY EXCAVATION ACTIVIITES SHALL BE IMMEDIATELY COVERED WITH 6" LAYER OF ADJACENT SOIL DRIP LINE CRITICALROOT ZONESIF CONSTRUCTION VEHICLES MUST TRAVEL OVER ROOT ZONES, THE CONTRACTOR MUST EITHER: 1. CONSTRUCT ROOT SYSTEM BRIDGES WITH STEEL PLATE SUPPORTED ON WOOD TIMBERS PLACED RADIALLY TO THE TREE TRUNK. OR2. PLACE A 6" LAYER OF WOOD CHIP MULCH OVER A TYPE III GEOTEXTILE6" WOOD CHIP MULCHSTEEL PLATESTIMBERSWOOD CHIP MULCH BEDROOT SYSTEM BRIDGEMAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS.8 - 12" THICK LAYER OF MULCH ON MAINTENANCE ROAD; 6"THICK LAYER INSIDE TREE PROTECTION AREA.FENCE POSTS; REFER TO SPEC 320190PLASTIC/SNOW PROTECTION ZONE FENCING: REFER TO SPEC 320190 INSTALL POSTS AT 8' OCSECTION VIEWCROWN DISCIPLINENOTES:1- REFER TO SPEC. 320190 FOR ADDITIONAL TREE PROTECTION REQUIREMENTS.2 - IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS FOR WATERING REQUIREMENTS. 3- NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. REFER TO SPEC 329643.4-NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALATION AND REMOVAL.5-SEE SITE PREPARATION PLAN FOR ANY MODIFICATIONS WITH THE TREE PROTECTION AREA.ACCESS ROADMAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS.FENCE POSTS; REFER TO SPEC 320190PLASTIC/SNOW PROTECTION ZONE FENCING: REFER TOSPEC 320190 INSTALL POSTS AT 8' O.C.6" THICK LAYER OF WOOD CHIP MULCHNOTES:1- REFER TO SPEC. 320190 FOR ADDITIONAL TREE PROTECTION REQUIREMENTS.2 - IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS FOR WATERING REQUIREMENTS. 3- NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. REFER TO SPEC 329643.4-NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALATION AND REMOVAL.5-SEE SITE PREPARATION PLAN FOR ANY MODIFICATIONS WITH THE TREE PROTECTION AREA.SECTION VIEW4'-0"SEE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT.CROWN DRIPLINE OR OTHER LIMIT OF TREE PROTECTION AREA.HGA NO:DATE:NODESCRIPTION DATEBLAKE SCHOOL EARLY LEARNING CENTER110 BLAKE SCHOOL ROAD SOUTHHOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPLANNING & ZONING SUBMISSIONOCTOBER 22, 20210512-004-00KEYPLANAREA AAREA BAREA DAREA CI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:10/21/2021 3:54:16 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL120TREEPRESERVATIONANDPROTECTIONDETAILSAuthorPROJECT ISSUE DATE3/16" = 1'-0"1TREE PROTECTION: SOIL FILL OVER ROOTS1/4" = 1'-0"2TREE PROTECTION: UTILITY CONSTRUCTION1/4" = 1'-0"3TREE PROTECTION: PRUNING3/16" = 1'-0"4TREE PROTECTION: GRADING1/8" = 1'-0"5SOIL COMPACTION REMEDIATION3" = 1'-0"6TREE PROTECTION: TEMPORARY FENCE AND SIGNS3/16" = 1'-0"7TREE PROTECTION: ROOT CUTTING3/16" = 1'-0"8TREE PROTECTION: ROOT ZONES3/8" = 1'-0"9TREE PROTECTION: ACCESS ROAD3/8" = 1'-0"10TREE PROTECTION
7.19.017.39.023.19.936.643.53.43.343.5MH15ST2ST1T R E E SEDGE OFSHRUBS25" COT2-20" COT24" COT7.19.017.39.023.19.936.643.53.43.343.5MH15ST2ST1T R E E SEDGE OFSHRUBS1216678PePc1212131415161211171718TYP18TYP11EAST ENTRY DRIVE PROJECT; SEE CIVIL111223128LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK20BLAKE ELCBLAKE UPPER CAMPUSATHLETIC FACILITIESTRAILUTILITY WORK; SEE CIVIL2020PaBOBO12CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24CONC FIN-24SITE-1SITE-1STN-1BOSITE-1STN-1PaPbPdCONC FIN-24822STN-2STN-2SITE-1STN-1SITE-2WD-1WD-1WD-1BOBO33333333333333333433STN-2WD-3WD-3WD-3WD-355STN-4STN-31515PfPgSTN-2WD-2WD-2STN-5STN-5BO1010101010WD-4WD-2WD-2151515WD-2WD-4WD-4444415STN-5STN-5STN-5WD-2WD-2WD-2WD-2SITE-1STN-1STN-5STN-5STN-57331. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.2. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION3. SITE LIGHT POLES TO BE CENTERED 24" FROM FACE OF CURB OR EDGE OR PAVING4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT OF LOCATION VERIFICATION OF ALL SITE AND LANDSCAPE FEATURES5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES6. CONTRACTOR RESPONSIBLE FOR COORDINATING ALL WORK WITH ADJACENT GOLD COURSE WORK. 7. CONTRACTOR TO FIELD COORDINATE PLACEMENT/LAYOUT OF BOULDERS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.GENERAL NOTES - LAYOUT & MATERIALSLEGEND - LAYOUT & MATERIALSPLAY SANDSEE L900-8PLAYGROUND PROTECTIVE SURFACING 1; PLAYGROUND PROTECTIVE SURFACING 2;SEE L900-8WOOD TERRACESEE L900-5WD-1SITE-3SITE-4SITE-5SITE-1SITE-2SITE-6STN-1STN-2STN-3STN-4STN-5METAL EDGING; PREFINISHED; BLACKGRASS COVERED POROUS PAVEMENT SYSTEM; MODULAR HDPE GRID; GRASSPAVE2 BY INVISIBLE STRUCTURESCHAINLINK FENCESTONE SURFACING 1; DRESSER TRAP ROCK CHIPSSITE BOULDERS; DRESSER TRAP ROCK; 20-36" STACKED OUTCROPPING STONE; DRESER TRAP ROCK BOULDERS; 24-36"STONE SURFACING 2; DRESSER TRAP ROCK; 1.5" TO 2" STONE SURFACING 3; DRESSER TRAP ROCK; 817 BLEND (1/2" MINUS)WD-1WD-2WD-3WD-4THERMALLY MODIFIED ASH DECKING; ARBORWOOD, THERMORY OR APPROVED EQUALWOOD STUMP; STOCKPILE DEMO TREES ON SITE PER L1OO; RETAIN BARKWOOD LOGS AND BRANCHES; STOCKPILE AS DIRECTED PER L1OOTIMBER PLANKS; 2" THICKNESS: VARIOUS LENGTHS (IN 12" INCREMENTS UP TO 48") HGA NO:DATE:NODESCRIPTIONDATEBLAKE SCHOOL EARLY LEARNING CENTER110 BLAKE SCHOOL ROAD SOUTHHOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPLANNING & ZONING SUBMISSIONOCTOBER 22, 20210512-004-00I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:10/21/2021 4:04:25 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL200LANDSCAPEPLANAuthorPROJECT ISSUE DATEKEYNOTES - LAYOUT & MATERIALS PLAN#DESCRIPTION1 NEW BITUMINOUS PAVING; SEE CIVIL2 EXISTING BITUMINOUS PAVING; SEE CIVIL3 PLANTING AREA4 CONCRETE PLANTING CURB; REFER TO DETAIL X/L2205 EXISTING LOG BENCH TO BE RELOCATED6 PLANK STEP; PRECAST7 PRECAST MASONRY SITE WALL; 27" HT, 36' W., VARIOUS LENGTHS8 SITE BENCH; DUNCAN AND GROVE NO. 9 BENCH10 RECESSSED STOOP; SEE L90012 SITE FURNISHINGS13 SERVICE ENCLOSURE; SEE ARCHITECTURE14 GENERATOR AND SECURITY BOLLARDS; SEE CIVIL15 PLAY CONTAINER CURB; SEE X/L22016 3-YARD DUMPSTER17 PLANTED STORMWATER FEATURE; REFER TO CIVIL18 EXISTING TREE TO REMAIN; PROVIDE TREE PROTECTION BARRIER FOR ALLTREES TO REMAIN19 PLAY EQUIPMENT; SWING20 EXISTING PLAY EQUIPMENT TO BE RELOCATED22 SITE BENCH; DUNCAN AND GROVE NO. 2 BENCHBO BUILDING OVERHANG ABOVE; SEE ARCHPa PLAY EQUIPMENT; D&G SWING NO. 5 FLAT, OR SIMILARPb PLAY EQUIPMENT; D&G SWING NO.5 ACCESSIBLE, OR SIMILARPc PLAY EQUIPMENT; D&G MONKEY BARS NO. 8, OR SIMILARPd PLAY EQUIPMENT; D&G CLIMBING FRAME NO. 21, OR SIMILARPe PLAY EQUIPMENT; D&G WIDE SLIDE 2.5 M, OR SIMILARPf PLAY EQUIPMENT; D&G WATER PUMP, OR SIMILARPg PLAY EQUIPMENT; D&G PLAYHUT NO.2, OR SIMILAR1" = 20'-0"1LANDSCAPE PLANSITE-3SITE-3SITE-4SITE-5SITE-3SITE-6SITE-6
FSTRRCRANGEREFR
FS
000000033Sunshi
neRai
n4816TUNNELOFFSETCRAWL139268178720DOUBLEWAVESLI
DERHSTRGEMI
NI
SLI
DE133426160423PEAK NATURALCLI
MBER(DI
RECTBURY)32185862WOODPLANKWI
GGLELADDER217913DI
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FUSEBARRI
ER211191TREEHOUSERECYCLEDROOFW/O STACK & W/OSI
GN153021DECKLI
NKTWOSTEPS119981STEP DECK8HORI
Z.LADDER129967RECOMMENDEDFORAGES 4 ANDOLDERENDHORI
Z.LADDER129968HANDLOOPTRANSI
TI
ON119977144984STOREPANEL(ATGRADE)173596LOGBALANCEBEAM173594LOGCRAWLTUNNELDBONLYSURFACE 10" TO14"8173907LOGSTEPPER8"HEIGHT8173907LOGSTEPPER8"HEIGHT8173907LOGSTEPPER8"HEIGHT8173907LOGSTEPPER8"HEIGHT100041CURVEDBALANCEBEAM8173907LOGSTEPPER8"HEIGHT25" COT 2-20" COT 24" COT
7.1
9.017.3 9.023.1 9.936.6 43.53.4
3.3
43.5INV=915.74MH15ST2ST1
UGE
U G E
U G E
UGEUGEOHEUGE UGEUGEUGE
UGE
UGEUGE 9259459409359 5 0
9 55960 920
9 3 5
9359309259 3 5
9308" DIP WW (P)WW
W (P)
W 8" DIP WW WW8" DIP
W (P)
W
PLUGGED PER PLAN FROM
BKBM ENGINEERING, INC.
DATED NOVEMBER 4, 1994
T R E E SEDGE OFSHRUBS20
4
17 20
1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.
2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE
3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION.
4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION
VERIFICATION
5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES.
GENERAL NOTES - PLANTING PLAN
LEGEND - PLANTING
ECOTURF SEED
MN WOODLAND SEED MIX
EDGING
REFER TO SPEC. 321540
INVASIVE SPECIES MITIGATION AREA; ADD ALTERNATE
REMOVE BUCKTHORN AND REPLACE WITH NATIVE
SHRUB MASSING; DIERVILLA, SUMAC, OR SIMILAR
STORMWATER BIORETENTION BASIN SEED
PARKING LOT ISLAND PLANTING;
1 GALLON CONT. GROW LOW SUMAC; 18" O.C.TRIANGULATED
SUN ACCENT PERENNIAL PLANTING;
1 GALLON CONT.;18" O.C.TRIANGULATED
GRASS PAVE
SEED-1
SEED-3
SEED-2
EAST
ENTRY
DRIVE
PROJECT;
SEE CIVIL
LIMIT OF WORK
LIMIT OF WORK LIM IT O F W O RKLIMIT OF WORKLIMIT OF WORK
BLAKE ELC
BLAKE UPPER CAMPUS ATHLETIC FACILITIES
TRAIL
UTILITY
WORK;
SEE CIVIL
SEED-1
SEED-1 SEED-1
SEED-1
SEED-1
SEED-1
SEED-2
SEED-3
SEED-3
SEED-3
SEED-3
SEED-3
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
KEYPLAN
AREA A AREA B
AREA DAREA C
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 LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
NAME:
DATE:
REGISTRATION NUMBER:10/21/2021 3:54:56 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL400
PLANTING PLAN
AuthorPROJECT ISSUE DATE
1" = 20'-0"2 PLANTING PLAN
UGEUGEUGE
U G E
915
9 1 5
9 1 4
9
1
6
916915914
9 1 5
9 1 5
9 1 6
9189179179 1 6
916
915
914
UGEUGE
U G E
9 1 8 919916
9 16
9 1 7
9 1 8 9179 1 6
916
915
914
TRANSPORTION AND
GROUNDS
MAINTENANCE
BUILDING
/GbA 1
/BpO 0
/BpO 0
/BpO 0
/BpO 3
/PtN 6
/PtN 3
/TmH 1
/BpO 3
/TmH 1
/PtN 3
/TmH 1
1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.
2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE
3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION.
4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION
VERIFICATION
5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES.
GENERAL NOTES - PLANTING PLAN
LEGEND - PLANTING
ECOTURF SEED
MN WOODLAND SEED MIX
EDGING
REFER TO SPEC. 321540
INVASIVE SPECIES MITIGATION AREA; ADD ALTERNATE
REMOVE BUCKTHORN AND REPLACE WITH NATIVE
SHRUB MASSING; DIERVILLA, SUMAC, OR SIMILAR
STORMWATER BIORETENTION BASIN SEED
PARKING LOT ISLAND PLANTING;
1 GALLON CONT. GROW LOW SUMAC; 18" O.C.TRIANGULATED
SUN ACCENT PERENNIAL PLANTING;
1 GALLON CONT.;18" O.C.TRIANGULATED
GRASS PAVE
SEED-1
SEED-3
SEED-2
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
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 LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
NAME:
DATE:
REGISTRATION NUMBER:10/21/2021 3:54:59 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL405
ENLARGED
PLANTING
PLANS
AuthorPROJECT ISSUE DATE
1" = 10'-0"1 PLANTING - TRANSPORTATION AND GROUNDS MAINTENANCE BUILDING
5'10'20'40'0'
Scale: 1" = 10'-0"
HGA NO:
DATE:
NO DESCRIPTION DATE
BLAKE SCHOOL
EARLY LEARNING
CENTER
110 BLAKE SCHOOL
ROAD SOUTH
HOPKINS, MN 55343NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C
ISSUANCE HISTORY - THIS SHEET
PLANNING & ZONING
SUBMISSION
OCTOBER 22, 2021
0512-004-00
KEYPLAN
AREA A AREA B
AREA DAREA C
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 LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
NAME:
DATE:
REGISTRATION NUMBER:10/21/2021 3:54:59 PMC:\Users\lastephenh\Documents\Revit Local Files\L21-Blake ELC_051200400_lastephenh.rvtL440
PLANT
MATERIALS
SCHEDULE
AuthorPROJECT ISSUE DATE
PLANT MATERIALS SCHEDULE
Key Quantity Common Name Scientific Name Size Spacing Root
CONIFEROUS SHRUB
TcN 148 Emerald Spreader Japanese Yew Taxus cuspidata 'Emerald Spreader'#2 Cont. As Shown
CONIFEROUS TREE
Ab 4 Balsam Fir Abies balsamea 6' ht. As Shown
Psy 4 Scotch Pine Pinus sylvestris 8' ht. As Shown
Tc 4 Canadian Hemlock Tsuga canadensis 6' ht. As Shown
DECIDUOUS SHRUB
ChG 108 Garden Glow Dogwood Cornus hessei 'Garden Glow'#5 Cont. As Shown
RaG 53 Gro-Low Fragrant Sumac Rhus aromatica 'Gro-Low'#3 Cont. As Shown
DECIDUOUS TREES
AfJ 5 Autumn Blaze Maple Acer x freemanii 'Jeffersred'4" cal. As Shown
AfJ 14 Autumn Blaze Maple Acer x freemanii 'Jeffersred'3" cal. As Shown
AgA 4 Autumn Brilliance Serviceberry Amelanchier x Grandiflora 'Autumn
Brilliance'
2" cal. As Shown
BpO 13 Renaissance Oasis Birch Betula papyrifera 'Renci'8' ht. As Shown
BpW 2 Whitespire Birch Betula populifolia 'Whitespire'3" cal. As Shown
GbA 5 Autumn Gold Ginkgo Ginkgo biloba 'Autumn Gold'4" cal. As Shown
GtI 2 Imperial Honeylocust Gleditsia triacanthos 'Impcole'3" cal. As Shown
GtS 3 Sunburst Honeylocust Gleditsia triacanthos 'Suncole'3" cal. As Shown
Pt 5 Quaking Aspen Populus tremuloides 3" cal. As Shown
Pt 4 Autumn Brilliance Serviceberry Amelanchier x Grandiflora 'Autumn
Brilliance'
8' ht. As Shown
PtN 12 Prairie Gold Aspen Populus tremuloides 'NEArb'2" cal. As Shown
QaQ 3 Crimson Spire Oak Quercus alba x Quercus robur 3" cal. As Shown
Qb 3 Swamp White Oak Quercus bicolor 3" cal. As Shown
QmC 1 Heritage Oak Quercus x macdanielli 'Clemons'6" cal. As Shown
TmH 8 Harvest Gold Linden Tilia mongolica 'Harvest Gold'4" cal. As Shown
GRASS
792 Prairie Winds Cheyenne Sky
Switchgrass
Panicum virgatum 'Cheyenne Sky'#3 Cont. As Shown
PERENNIAL
AdS 51 Sun King Aralia Aralia cordata 'Sun King'#2 Cont. As Shown
RfG 120 Goldstrum Black-Eyed Susan Rudbeckia fulgida 'Goldstrum'#1 Cont. As Shown