HomeMy WebLinkAboutCU Game Farm Road Field Hockey Field- PB packet 5-6-25- Prelim Final Site Plan1
DEPARTMENT OF PLANNING
215 N. Tioga St 14850
607.273.1747
www.town.ithaca.ny.us
TO: Planning Board Members
FROM: Chris Balestra, Senior Planner
DATE: April 29, 2025
RE: Cornell Game Farm Rd Field Hockey Field- Site Plan Review, Special Permit
Enclosed please find materials related to the proposed Cornell Game Farm Road Field Hockey Field
project on Game Farm Road, located immediately east of the existing Cornell soccer fields. The
proposal involves constructing new field hockey facilities in two phases, with phase one including the
conversion of the existing natural grass practice field into a synthetic turf field along with
construction of a new driveway, formalized parking area, pedestrian amenities, and two small
support facilities (a 1,700 +/- square foot restroom/team room building, and a 480 +/- square foot
press box). Phase two involves the construction of a clubhouse for the field hockey team, with locker
rooms, meeting rooms, physical therapy rooms, lounge, toilets, showers, and indoor synthetic turf
training space. The project also includes new lighting, landscaping, stormwater facilities, and other
site improvements.
The purpose of the May 6, 2025, meeting is for the Planning Board to consider granting Preliminary
and Final Site Plan Approval and Special Permit for the project. The following materials are attached
to assist the board:
1. Revised memo from Town of Ithaca Engineering Department, dated April 21, 2025
2. Draft resolution for the board to review and consider (prepared by Planning staff)
3. Applicant report, titled “Game Farm Road Field Hockey Field Supplemental Materials-Phase
1,” dated March 31, 2025
4. Drawings, titled “Cornell University Game Farm Road Field Hockey Field,” dated March 31,
2025
Previous Planning Board Actions
The field hockey project will encompass three parcels located within the Low Density Residential
Zone (LDR) in the Town of Ithaca. The proposed field hockey field use is permitted in the LDR Zone,
following Site Plan and Special Permit approval by the Planning Board. The project a is a Type I Action
under the State Environmental Quality Review Act.
The Planning Board reviewed a sketch plan for this project and declared their intent to be the Lead
Agency in the environmental review of the project on November 19, 2024. The Board established
itself as the Lead Agency and began a discussion of potential adverse environmental impacts
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associated with the project on January 7, 2025. At that same meeting, the Board asked the applicant
and staff to prepare additional research to assist them in making an environmental determination.
The supplemental information was provided to and discussed by the Board on March 4, 2025.
The Planning Board issued a negative determination of environmental significance for the Game Farm
Road Field Hockey Field project on March 18, 2025. As indicated above, the next stage of the review
process is the consideration of Site Plan Approval and Special Permit for the project.
Please feel free to contact me if you have questions regarding this proposal by phone at 273-1721,
extension 121, or by email at cbalestra@townithacany.gov.
Cc: Elisabete Godden, Project Manager, Cornell University, Facilities and Campus Services
Kimberly Michaels, Director of Landscape Architects, TWM, a Fisher Associates Landscape Architecture Studio
Leslie Schill, Director of Campus Planning, Cornell University, Office of the University Architect
DEPARTMENT OF ENGINEERING
Stormwater, Sanitary Sewer, Potable Water, Roads, Parks, and Trails
114 Seven Mile Drive, Ithaca, N.Y. 14850
ENGINEERING@TOWNITHACANY.GOV
PHONE: 607.273.1656
FAX: 607.272.6076
Page 1 of 6
ENGINEERING MEMORANDUM
FROM: David O’Shea P.E., Director of Engineering
Justin McNeal, Civil Engineer
Emily Rodgers, Civil Engineer
TO: Kimberly Van Leeuwen R.L.A, Fisher Associates
CC: Town of Ithaca Planning Board
DATE: December 6th, 2024 April 10, 2025 April 21st, 2025
RE: Cornell University - Game Farm Road Field Hockey Field
We have reviewed the materials submitted for the Game Farm Road Field Hockey Field.
Specifically, we reviewed the SWPPP Vol I and Vol II dated April 16th, 2025 October 23rd,
2024, last revised March 14. 2025, and the associated plan set dated March 31st, 2025, last
revised April 16, 2025 October 23rd, 2024, revised March 14, 2025. We offer the following
comments:
Sewer:
1. Prior to Final Site Plan Approval Submission, A Sewer Exemption Request must be
submitted to the Town of Ithaca Engineering Department regarding the proposed septic
system. The request will go before the Public Works Committee and the Town Board for
review and approval.
Exemption Approved
2. All plan sheets should be updated to show the existing septic system filter area and
proposed filter area. These areas should be delineated to be protected during construction.
Satisfied
Stormwater:
1. The complete SWPPP and associated documents will need to be uploaded to OpenGov
under a SWPPP application and fee paid once they have been approved.
Acknowledged by Applicant
Page 2 of 6
2. Revise the table of contents to correct page numbers and remove unused chapters.
Satisfied
3. Please update the SWPPP to include information and associated requirements for seeking
a 5-ac waiver for disturbance.
Satisfied
4. Please indicate which version of the New York State Stormwater Management Design
Manual was used for this project.
Satisfied
5. Please update the Vol. I narrative regarding fill sites. If the fill site is within an MS4, the
MS4 must approve the site and sign onto the SWPPP
Disregard. The narrative has been updated based on new correspondence with
DEC.
6. Please update the SWPPP narrative to correctly and consistently identify the onsite soil
groups. Dual soil groups are identified in the mapping. Please elaborate on what value
you are using and why.
Satisfied
7. Please update existing tables or provide additional tables identifying the amount of new
impervious per watershed. The map provided does not provide this information as you
are modifying drainage boundaries.
See comment # 37.
8. Update the narrative to provide information on how the turf field will drain and get into
the drainage system.
Satisfied
9. There are discrepancies between the SWPPP narrative and the site map regarding
impervious and pervious acreage. Please provide clarification. If the main outer
watershed boundary is not changing, Table 1 and Table 2 area summations should be
equal.
Satisfied
10. In Watershed 4, the narrative states the area is 11.73 acres of impervious surface, most of
the area is pervious lawn. Please clarify this discrepancy.
Satisfied
11. The narrative references a Min Rv number of 0.2, but this value is not used in the water
quality volume or runoff reduction calculations. Please revise the calculations
accordingly.
Satisfied
12. Please clarify why RRv is not being provided for impervious areas that are being
disturbed.
Satisfied
13. Please provide the borings logs as indicated in the SWPPP. They are not included.
Satisfied
Page 3 of 6
14. Please be more specific on why site limitations exist. Please include the definition and
which criteria allows them to be utilized.
Please update SWPPP narrative with response memorandum remarks.
Satisfied
15. Sediment Traps and Sediment Basins are both called out in the narrative and plan set.
Please verify which is being proposed. Please provide associated calculations and details
as required by the New York State Standards and Specifications for Erosion and
Sediment Control (Blue Book).
The applicant has indicated that a sediment basin will be installed. Please provide
calculations showing the basin is drained at the rate specified in the Blue Book for
Sediment Impaired Watersheds.
Satisfied
16. Update the plan set to include a Concrete Washout Area and its associated construction
detail.
Satisfied
17. Please revise the plan set to include the following details:
• Sediment Trap or Sediment Basin- Satisfied
• Rock Check Dam - Satisfied
• Bioretention Filter Forebay and Weir. Please review this with the landscape plan
relative to soils and vegetation requirements that differ between the forebay and
the filter area. – Satisfied
• Extended Detention Shallow Wetland – Please update the plan set to indicate
surface elevations of the high marsh and low marsh areas.
Satisfied
18. Please add the following items to the plan set. – Satisfied
• Include mound septic system on proposed drainage plan C105.
• Silt sock detail on Sheet C102 needs to be revised to match the Blue Book.
• Indicate material staging area on plan. Please note this area must be on a
stabilized surface.
• Add winter stabilization procedures to the plan set.
• Indicate stream setbacks on all plan sheets. Please verify this setback was
determined in accordance with the Code of the Town of Ithaca and accounts for
any steep slopes that may be present.
19. Identify the length of the tracking pads.
Satisfied
20. Provide erosion and sediment control plan for phasing.
Satisfied
Page 4 of 6
21. Contour labels need to be added to the drainage plan in the stormwater practices where
they are not provided on the grading plan. It would be beneficial for the contours in their
entirety to be labeled on the drainage plan.
Satisfied
22. There appears to be a difference between the drainage plan and grading plan. Please
review and update accordingly.
There are minor discrepancies on sheet C105 and L4-01 at the 969-contour
located north of bioretention filter #1. Please ensure that all plans correspond.
Satisfied
23. The demo plan incorrectly identifies which pipe is being removed at the western pond.
Satisfied
24. Please review the existing catch basins and proposed grading plan. There are numerous
basins around the proposed field that will need adjustments. Please review these basins
and with other site improvements. There appears to be conflicts depicted in the plan set.
Satisfied
25. Please identify how the existing field drains (labeled tile outlet) will be handled.
Satisfied
26. Update landscaping plans to identify native planting are required as mentioned in the
SWPPP narrative.
Satisfied
27. The modeling of existing conditions must align with the post-conditions outlined in the
2003 SWPPP. This includes accurately representing the field conditions as pervious in
the pre-condition per the 2003 SWPPP and now impervious for the post condition based
on DEC’s current guidance. The ponds shall be modeled according to their post
conditions in 2003 and incorporating any missing stormwater structures into the model.
Satisfied
28. Please provide additional information supporting your design that water will be conveyed
to the attenuation device. Current modeling indicates that the structures are overtopping.
Satisfied
29. There are numerous discrepancies between the plan set and the HydroCad calculations.
Please revise the materials accordingly. The calculations were not reviewed in detail due
to the discrepancies.
Satisfied
30. Please add the filters to the hydraulic modeling to verify how these systems are acting
during the larger storm events (are they overtopping, do the overflow catch basins handle
everything, etc.).
Satisfied
Page 5 of 6
31. Diversion Structure 2 appears to be overtopping into the bioretention filter.
Satisfied
32. Provide calculations for the wetland as described in Chapter 6 section 1 and 2 of the
Stormwater Management Design Manual. Note stormwater wetlands must also meet the
requirements of Stormwater Ponds.
Satisfied
33. Add or correct the following items in the plan set:
• Revise note #2 on sheet C102-3, detail #1 so that all post practices will be
included in the as-constructed survey, as required by the GCP.
Satisfied
• Indicated on the plan set the surface elevation of the bottom of forebay #2.
Satisfied
• On sheet C201, detail #13 please review the 6” ductile iron pipe that drains to
OCS #3. The invert elevation in the basin or the invert/pipe termination location
appears to be incorrect in the basin. Invert elevation is correct, pipe termination
will be in the wetland bank as the elevation.
• Signage is required for the Wetland per the 2015 New York Stormwater Design
Manual. Provide signage details and mark location on the plan sheet.
Satisfied
34. Please update the SWPPP narrative to explain which areas (and their size) have been
excluded from the water quality and RRv calculation worksheets. Please indicate/clarify
why these areas have been excluded from the worksheets.
Satisfied
35. The outlet pipe for Diversion Structure #2 is not consistent between the detail sheet and
the drainage plan/SWPPP.
Satisfied
36. The existing conditions in the SWPPP narrative states that Watershed #4 contains one of
the two existing sports fields as well as the soccer building, this should be revised to
reflect Watershed #3.
Satisfied
37. The bioretention sizing table in Vol II for Bioretention Filter #2 is missing.
Satisfied
38. Please fill out and include both the SWPPP Preparer Certification Form (Appendix F)
and the Owner/Operator Certification Form (Appendix J) as required by the Construction
General Permit. Please update the statements within the SWPPP narrative to match these
statements.
Satisfied
Page 6 of 6
39. Please modify the verbiage in the Contractor Certification Form (Form 2 of the SWPPP)
to match the contractor certification statement (Part III.A.7) in the Construction General
Permit.
Satisfied
40. The soil boring B-5 for Bioretention Filter #2 was drilled to a depth of 8 feet without
encountering water. The project shows approximately 4 feet of cut in that location along
with the filter media envelope which is another 3.75 feet deep. There is insufficient data
to prove that the water table in this location is separated by at least 2 feet in accordance
with the 2015 Stormwater Design Manual. Please provide documentation of the ground
water table depth. Review by a design profession during construction would be sufficient.
Please update the SWPPP drawings and narrative accordingly to indicate how this criteria
will be met.
Satisfied
41. Please update the narrative to include calculations showing the pipes conveying runoff
from the proposed eastern field has sufficient capacity for the 100-year storm.
Satisfied
42. Provide riprap stone size and supporting calculations for end sections.
Satisfied
43. Provide calculations showing the Contech Jellyfish Filter has sufficient bypass capacity
to handle the 100-year storm event.
Satisfied
PROPOSED RESOLUTION: Preliminary & Final Site Plan Approval & Special Permit
Cornell Game Farm Road Field Hockey Field Project
Tax Parcel No.’s 62.-2-4, 62.-2-5, 62.-2-6
Game Farm Road
Town of Ithaca Planning Board
May 6, 2025
WHEREAS:
1. This action involves consideration of Preliminary & Final Site Plan Approval and Special
Permit for the proposed Cornell Game Farm Road Field Hockey Field project on Game Farm
Road, located immediately east of the existing Cornell soccer fields. The proposal involves
constructing new field hockey facilities in two phases, with phase one including the conversion
of the existing grass practice field into a synthetic turf field along with construction of a new
driveway, formalized parking area, pedestrian amenities, and two support facilities (a 1,700 +/-
square foot restroom/team room building, and a 480 +/- square foot press box). Phase two
involves the construction of a clubhouse for the field hockey team, with locker rooms, meeting
rooms, physical therapy rooms, lounge, toilets, showers, and indoor synthetic turf training
space. Phase two is projected to be constructed within five years of the athletic field installation.
The project also includes new lighting, landscaping, stormwater facilities, and other site
improvements. Cornell University, Owner/Applicant; Kimberly Van Leeuwen, Fisher
Associates, Applicant/Agent;
2. The proposed project is a Type I action pursuant to the State Environmental Quality Review
Act, 6 NYCRR Part 617, and Chapter 148 of the Town of Ithaca Code regarding Environmental
Quality Review, because the proposal involves an activity, other than the construction of
residential facilities, that involves the physical alteration of 10 acres (6 NYCRR 617.4 (b) (6)
(i)), and parking for 100 vehicles (Town Code 148-5.C (3));
3. At its meeting on November 19, 2024, the Town of Ithaca Planning Board (1) reviewed a Full
Environmental Assessment Form, Part 1, submitted by the applicant, along with a report
containing a narrative and studies titled “Game Farm Road Field Hockey Field, Site Plan
Review Application Report,” dated October 3, 2024, prepared by Fisher Associates, drawings
titled “Game Farm Road Field Hockey Field, Cornell University,” dated 09-27-2024, prepared
by Sasaki, and other materials; and (2) proposed to establish itself as the Lead Agency to
coordinate the environmental review of the above-referenced proposal. Potential Involved and
Interested agencies were notified of its intent to serve as Lead Agency on November 20, 2024;
4. The Planning Board, having received no objections from other Involved Agencies, on January 7,
2025, established itself as Lead Agency to coordinate the environmental review of the above-
described proposal;
5. The Planning Board, on March 4, 2025, discussed the environmental review and directed the
Planning staff to draft the Full Environmental Assessment Form Parts 2 and 3 to support a
negative determination of environmental significance for the Board’s discussion and
consideration at its March 18, 2025, meeting;
6. The Planning Board, on March 18, 2025, issued a negative determination of environmental
significance, after accepting as adequate the previously submitted Full Environmental
Assessment Form Part 1, submitted by the applicant, Parts 2 and 3, prepared by Town Planning
staff, the materials noted in Whereas #3 above; additional materials in a binder titled “Game
Farm Road Field Hockey Field Supplemental Materials Submission,” dated January 31, 2025,
2
prepared by Fisher Associates; additional supplemental materials in a binder titled “Game Farm
Road Field Hockey Field Supplemental Materials Submission,” dated February 21, 2025,
prepared by Fisher Associates; written and oral public comments and documents submitted by
the public; and other materials;
7. The Planning Board, at a public hearing held on May 6, 2025, has reviewed and accepted as
adequate a report prepared by Fisher Associates, titled “Game Farm Road Field Hockey Field
Supplemental Materials- Phase 1,” dated March 31, 2025, along with a set of drawings,
prepared by Sasaki, titled “Cornell University Game Farm Road Field Hockey Field, Game
Farm Road, Ithaca, NY 14853,” dated 03.31.2025, including sheets G1-00, C100, C101, C102-
1, C102-2, C102-3, C103, C104, C105, C201, C202, C301, C401, L0-01, L0-02, L2-01, L3-01,
L4-01, L4-02, L4-10, L5-01, L5-02, L6-01, L6-02, L6-03, L8-01, L8-02, L9-00, L10-01, L10-
02, L10-03, L10-04, A1-00, A1-10, A1-11, A1-20, A2-10, A2-11; additional written and oral
public comments and documents submitted by the public; and other application materials; and
8. Project plans, and related information, were duly delivered to the Tompkins County Planning
and Sustainability Department per New York State General Municipal Law §§239- l et seq., and
such Department responded in a November 26, 2024, letter from Katherine Borgella, Tompkins
County Commissioner of Planning, pursuant to §§239-l, -m, and -n of the New York State
General Municipal Law, determining that the proposed action will have no significant county-
wide or inter-community impact;
NOW THEREFORE BE IT RESOLVED:
1. That the Planning Board hereby finds that the Special Permit standards of Article XXIV Section
270-200, Subsections A – H, of the Town of Ithaca Code, have been met, specifically that:
A. The project will be suitable for the property on which it is proposed, considering the
property’s size, location, and physical site characteristics.
The proposed field will replace an existing grass athletic field; and the proposed access and parking
area will formalize an existing access and parking area. The properties are very large and can easily
physically accommodate a replacement field and associated parking, stormwater management
facilities, buildings, and other project elements. The project is located adjacent to other Cornell
athletic fields, with physical site characteristics that are appropriate for an athletic field or other
recreational use.
B. The proposed structure design and site layout are compatible with the surrounding area.
The proposed small buildings are very low profile and relate to a collegiate field hockey field use.
They are designed to be compatible with the layout of the field and other site elements and are
compatible with the adjacent soccer and baseball field structures.
C. Operations in connection with the proposed use do not create any more noise, fumes,
vibration, illumination, or other potential nuisances than the operation of any permitted use in
the zone.
Per the submitted sound study, the proposed PA sound system will not exceed 50dBA at the nearest
residence, located 1/3 mile south of the project (50dBA is the equivalent of something between the
sound of a suburban area at night and the hum of a household refrigerator). [Staff note for discussion
on 5-6-25: The Full EAF for the project noted that “there could be potential noise impacts if soccer
practices occur at the same time as field hockey games (weekend afternoons/evenings between
4:00pm and 7:00pm), and/or if field hockey practices during the morning hours of 6:30am to
9:30am are deemed a nuisance to the neighbors. The board could mitigate potential adverse sound
impacts by limiting the use of the PA system to certain times of day, certain days of the week, or
3
some other combination.” This should be discussed on 5-6-25 and any mitigation that is decided
should be listed here (and potentially listed as a condition of approval). Outdoor illumination must
comply with the Town Outdoor Lighting Law that requires fully shielded lights; and the applicant
has agreed to use LEDs with a 3000K color temperature for the parking lot lighting.
D. Community infrastructure and services, such as police, fire and other protective services,
roadways, schools, and water and sewer facilities are currently, or will be, of adequate
capacity to accommodate the proposed use.
All services are of adequate capacity to accommodate the use. Cornell will be utilizing their own
sewer infrastructure, which received an exemption from the Town Board per Town Code §214-5 so
Cornell is allowed to use its private sewer infrastructure. The project will require a NYS DEC
SPDES Permit and Tompkins Whole Health Onsite Wastewater Treatment System construction
permit.
E. The proposed use, structure design, and site layout will comply with all the provisions of the
Town Code and with the Town of Ithaca Comprehensive Plan.
The proposed use is the same as the current use (athletic field). The proposed site layout is also
largely the same as the current site layout. The Comprehensive Plan Future Land Use Map
characterizes this area as appropriate for “Campus” uses, which would include collegiate athletic
fields. The project received area variances from the Town of Ithaca Zoning Board of Appeals on
April 22, 2025. All remaining elements of this proposal will comply with the provisions of the Town
Code and with the Town of Ithaca Comprehensive Plan.
F. The site layout, with proposed vehicular, bicycle and pedestrian access, traffic circulation,
and parking and loading facilities, is sufficient for the proposed use and is safely designed for
emergency vehicles.
The site contains an access drive and parking area, which will be improved to serve the proposed
athletic field and existing soccer fields. The proposed improvements will contain paths, sidewalks,
bike racks, and other multimodal facilities, along with an improved parking lot and access. The
improvements have been safely designed for emergency vehicles and have been approved by the
Codes Department.
G. The project includes sufficient landscaping and/or other forms of buffering to protect
surrounding land uses. Existing vegetation is preserved to the extent possible.
The nearest land use is another collegiate athletic field (soccer field), which will not need buffering
from the project. The project will include landscaping and berms that will sufficiently buffer the
project from those traveling along Ellis Hollow and Game Farm Roads. The project will be located at
least 400+/- feet from Cascadilla Creek. The applicants will install protective fencing around an area
within Stream Setback Zone 2 that could potentially contain artifacts of archaeological significance,
so there will be no disturbance of the creek, artifacts, or surrounding vegetation.
H. To the extent deemed relevant by the Planning Board, the proposed use or structure complies
with all the criteria applicable to site plan review set forth in Chapter 270, Zoning.
2. That the Town of Ithaca Planning Board hereby authorizes, according to Section 270-227 (A)
(4) of the Town Code, the standard 180 square foot parking space to be reduced to no less than
162 +/- square feet, finding that the reduction will not cause any adverse effects on the project,
on the surrounding properties, or on the neighborhood; and
3. That the Town of Ithaca Planning Board hereby grants Preliminary & Final Site Plan Approval
for the proposed Cornell University Game Farm Road Field Hockey Field Project, located on
4
Game Farm Road, as described in the materials listed in Whereas #’s 3, 5, 6, and 7 above,
subject to the following conditions:
a. Before issuance of building permits, installation of a six-foot tall chain link fence
surrounding the historic component at Locus 2 of the Cascadilla Creek 2 Site (CC2 Locus
2), to protect it during construction of the shallow wetland/stormwater facility near CC2
Locus 2, per the recommendation in the Public Archaeology Facility 2024 Archaeological
Survey addendum,
b. Before issuance of building permits, submission of any necessary Tompkins County
Highway Right-Of-Way permits,
c. All outdoor lighting shall conform to the requirements of the Town of Ithaca Outdoor
Lighting Law and all proposed exterior parking lot and site lighting shall not exceed 3000K
LED color temperature,
d. Per Cornell’s commitment to recycle 100% of the artificial turf materials in the project, once
said materials are at the end of their life, submission to the Planning Department of a
detailed recycling plan, including the facility that is chosen to receive said materials, and
submission of proof from the facility that it accepted and recycled said materials,
e. Submission to the Planning Department of testing results from an independent laboratory
(not affiliated with Cornell or the manufacturer) that conducts third party testing of the
artificial turf materials for the presence of any perfluoroalkyl and polyfluoroalkyl substances
(PFAS) before the artificial turf materials leave the manufacturer. The artificial turf
materials must comply with NYS Department of Environmental Conservation (DEC) and
US Environmental Protection Agency (EPA) laws and regulations, including the
requirements of the NYS Carpet Collection Program Law, Environmental Conservation Law
§ 27-3301 through 37-3319. Per Cornell’s commitment to comply with Section 27-3313,
which states that “no carpet sold or offered for sale in the state shall contain or be treated
with PFAS substances for any purpose,” even though that requirement is not effective until
the end of 2026, Cornell must comply with this requirement for both phases of the project,
and
f. Use of the PA sound system shall be limited to [the following days/hours/events…language
to be determined at the 5-6-25 PB meeting]
Game Farm Road Field Hockey Field
Supplemental Materials – Phase I
Cornell University
Ithaca, NY
March 31, 2025
March 31, 2025
C.J. Randall, Director of Planning
Department of Planning, Town of Ithaca
215 North Tioga Street
Ithaca, NY 14850
Dear Director Randall,
Attached please find additional materials regarding the Game Farm Road Field Hockey Field project for Cornell
University. We are looking forward to discussing Preliminary and Final Site Plan Approval and Special Permit for
Phase I at your April 15 meeting.
Enclosed you will find a narrative addressing comments from the FEAF adopted by the planning board, about the
proposed building materials, and notes about updates to the technical drawings for Phase I of the project.
The technical drawing set, in 11x17 and full-size, includes:
G1-00 Site Plan
C100 Legend and Notes
C101 Existing Conditions Plan
C102-1 Erosion and Sediment Control Plan
Mobilization-Demolition Phase
C102-2 Erosion and Sediment Control Plan Site
Work Phase
C102-3 Erosion and Sediment Control
Stabilization Phase
C103 Utility Demolition Plan
C104 Utility Plan
C105 Drainage Plan
C201, C202 Utility Details
C301 Utility Profiles
C401 Septic System Plan & Details
L0-01 General Notes
L1-01 Surface Protection and Removals
L1-02 Fire Access Routes
L2-01 Layout Plan
L3-01 Materials Plan
L4-01, L4-02 Grading Plan
L4-10 Field Grading & Drainage Plan
L5-01, L502 Planting Plan
L6-01 Project Lighting Plan 1
L6-02 Project Lighting Plan 2
L6-03 Project Lighting Plan 3
L8-01, L8-02 Site Details
L9-00 Planting Details - Vegetation
L10-01, L10-03 Field Details (FD Types)
L10-02 Field Details – Sports Lights
L10-04 Field Details – Fencing & Netting
A1-00 Overall Site Plan
A1-10 Construction Plan, RCP and Roof Plan (Primary)
A1-11 Construction Plan, RCP and Roof Plan (Alternate #01)
A1-20 Construction Plan - Press Box and Team Shelters
A2-10 Exterior Elevations and Sections (Primary)
A2-11 Exterior Elevations and Sections (Alternate #01)
If you have any questions or require further information, please do not hesitate to call.
Sincerely,
ADD KVL SIGNATURE IN PDF
Kimberly Van Leeuwen
Director of Landscape Architecture
1001 W Seneca Street Suite 201 Ithaca, New York 14850 • 607.277.1400 • fisherassoc.com
Cultivating our gifts to create a legacy of infrastructure that improves quality of life.
PROJECT CONSULTANTS
Project Architect and Landscape Architect
Project Municipal Approvals
Project Civil Engineer
Project Mechanical, Electrical, and Plumbing Engineers
TABLE OF CONTENTS
Comments from FEAF
Proposed Building Materials
Updates to Drawings
Technical Drawing Set (separate packet, 11x17 and full-size)
COMMENTS FROM FEAF
In the FEAF Part 3 packet that was adopted on March 18, 2025, there were some notes that we address, here:
1. Excerpt from section: Although OPRHP recommended no additional
archaeological investigation, there should be extra protection of the “CC2 Locus 2” area of the site... during
construction of the shallow wetland/stormwater facilities associated with the field hockey field project.
o Response: CC2 Locus 2 is 100 feet from the project limit of disturbance line and will be protected by an
additional six foot tall chain link fence for the duration of construction. See drawing C102-1 for details.
2. Excerpt from section: It is possible that sound impacts could be exacerbated if
soccer practices occur at the same time as field hockey games (noted above, weekend afternoons/evenings between
4:00pm and 7:00pm) and/or if field hockey practices during the morning hours (6:30am to 9:30am) are considered a
nuisance to neighbors.
o Response: Per the sound study provided in our initial October 3 Site Plan Review Application submission,
the maximum sound levels at all modeled receivers at any time are below the nighttime sound limit levels
in Dryden (55 dBA). In addition, the sound system will not be turned on before 6:45am and will never be on
after 9:00pm.
3. Excerpt from section: It is unclear from the submission whether the shielding for
the proposed athletic field light poles comply with the Town Code §270-173.9. The law requires all lighting to be fully
shielded and angled; and according to page 13 of the application report, the lighting for the field will have a “sharp
cutoff” and not a “fully shielded” luminaire. This needs to be clarified.
o Response: Per page 17 of our January 31 Supplemental Materials submission to the planning staff and
board, the athletic field lighting “fixtures will have sharp cut off features and will be fully shielded, per
Ithaca lighting code, thereby projecting light below a horizontal plane through the luminaire’s lowest light-
emitting part. Per NCAA requirements for safety, playability, and recording, they will have a color
temperature of 5,700K.” In addition, the athletic field lights will always be turned off by 9:00pm.
4. Excerpt from section: The specification sheets for the parking lots lights indicate
that the LED lights can be 3000K, 4000K, or 5000K... the applicant should consider using LEDs with a color
temperature of 3000K for the parking lot lights, particularly in this part of Game Farm Road, where there is low to
moderate ambient lighting.
o Response: Per page 17 of our January 31 Supplemental Materials submission to the planning staff and
board, “lighting for pedestrians [i.e. parking lot lights] will include twenty-two 20’ pole-mounted fixtures.
These fixtures will be dark sky compliant with a color temperature of 3,000K.”
There are six total structures proposed for this site. Two of the structures are team storage sheds, which will be wood framed
and clad in painted or stained wood siding.
Four of the structures – team building, press box building, and dugouts – will be clad with one of two types of corrugated
aluminum panels running vertically (images below) and painted one of two medium-gray colors. The corrugated panels were
chosen for their economy, ease of maintenance, and aesthetic similar to the nearby McGovern Soccer facility and Booth Field
Baseball clubhouse. These buildings will also have aluminum trim painted one of the two medium-gray colors. The team
building will have additional accent pieces of flat aluminum panels painted ‘Cornell Red’. The medium gray colors were
inspired by the Cornell sports branding color palette and help to highlight the Cornell Red accent panels and graphic signage.
Figure: Type I corrugated aluminum sheet
Figure: Type 2 corrugated aluminum sheet
The team building and press box building roofs will be white single-ply PVC membrane. The dugout shelter roofs will be sheet
metal painted one of the two medium-gray colors.
All pedestrian walkways are proposed with a minimum six-foot width. Site paving will include asphalt and concrete walkways.
Site furnishings include bicycle racks and site light poles. Spectator seating grandstands are proposed and to be aluminum
painted light gray and with a vinyl scrim skirt to enclose the undersides of the stands. A water storage tank of black
polyethylene plastic is proposed. Other site materials include an aggregate pathway and a black vinyl chain link fence with
pedestrian and vehicular swing gates along the field hockey field perimeter.
Updates have been made to some of the drawings since they were last provided to the Town planning staff and board – a
majority of these changes are the result of conversations with the Town Engineer and Fire Marshall. For convenience, this
package includes a full set of drawings, which is representative of the current design. Below is a summary of updates made to
the drawings. A more detailed list can be provided if needed.
o Civil set includes additional Erosion and Sediment Control Plans, and Septic Plan and Details.
o Septic tank increased in size (1,500 gallons to 3,500 gallons) and shifted location.
o Fire access to the proposed building and field has been revised based on comments from the Fire Marshall.
o Aggregate pavement path provided for access to existing soccer fields and adjacent walkway layout adjusted.
o Removed walkway parallel to main access drive in southern landscaped island.
o Located two prefabricated storage sheds on previously proposed asphalt pad at the northwest corner of the field
hockey field.
o Footprint of bioretention mix revised and mix species updated for swale and bioretention plantings based on Town
Engineer comments.
o Extents of grass seeding increased to replant all disturbances.
o Plug mix replaced with grass seeding south of upper parking lot and planting island at main drive cul-de-sac.
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PHASE 2
TEAM FACILITY
5,000 SF.
PHASE 2
INDOOR TURF FACILITY
9,400 SF.
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BASEBALL
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GAME FARM ROAD
FIELD HOCKEY
FIELD
NYSEG NATURAL
GAS SERVICE
EASEMENT 40'
ELLIS HOL
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GAME FARM
ROAD
50' SETBACK
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PHASE 2
TEAM FACILITY PHASE 2
INDOOR TURF
FACILITY
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\G1-00_SITE PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
SITE PLAN
G1-00
1" = 70'
LEGEND
LIMIT OF WORK (LOW)
EASEMENT
SETBACK
ROAD CENTERLINE
Feet
0 70 140
LEGEND AND
NOTES
C100
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
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OH E
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OH E
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OH E
OH E
OH E
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OH E
OH E
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EXISTING CONDITIONS PLAN
C101
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
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EROSION AND SEDIMENT
CONTROL PLAN
MOBILIZATION-DEMOLITION
PHASE
C102-1
””
”
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
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OH E
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OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
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EE
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EL. 973.50
EROSION AND SEDIMENT
CONTROL PLAN
SITE WORK PHASE
C102-2
“”
“
”
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
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OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
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988987986985984983982981
980
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EROSION AND SEDIMENT
CONTROL PLAN
STABILIZATION PHASE
C102-3
·
·
·
”
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
G
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OH E
OH E
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OH E
OH E
OH E
OH E
OH E
OH E
OH E
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OH E
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OH E
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EE
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UTILITY DEMOLITION PLAN
C103
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
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OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
E
T
E
D
E
S
S
G
G
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G
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G
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G
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ST
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8''
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ST ST ST
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PRACTICE SOCCER BUILDING
UTILITY PLAN
C104
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
G
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OH
OH
OH
OH
OH
OH
OH
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
T
E
T
E
D
E
S
S
G
G
G
G
G
G
G
G
G
G
G
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
8''
W
8''
W
8''
W
8''
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8''
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ST ST
ST
ST
ST
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ST
ST
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PRACTICE SOCCER BUILDING
988987986985984983982981
980
97
5
979
EL. 973.50
960
969
968
967
97
1
97
4
975
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974
966
967 977
976
959
96
7
977
977
972
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970969
968
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972
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974
98
6
989
966
967
968
969
970
971
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973
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975
967
973
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987
986
97
0
97
2
97
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97
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97
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978
979
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5
985
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971
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975
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978
977
968
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96
6
975
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970
968
967
±
DRAINAGE PLAN
C105
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
G
G
G
G
G
G
G
G
G
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ST
ST
ST
ST
ST
ST
UTILITY DETAILS
C201
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
UTILITY DETAILS
C202
STORMWATER
MANAGMENT
PRACTICE:
BIORETENTION
FILTER
PROJECT ID: SPDES
NYR-XXXXXX
MUST BE MAINTAINED IN
ACCORDANCE WITH O&M PLAN.
DO NOT REMOVE OR ALTER.
STORMWATER
MANAGMENT
PRACTICE:
EXTENDED DETENTION
WETLAND
PROJECT ID: SPDES
NYR-XXXXXX
MUST BE MAINTAINED IN
ACCORDANCE WITH O&M PLAN.
DO NOT REMOVE OR ALTER.
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
UTILITY PROFILES
C301
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
E
ST
E
E
E
E
E
E
SEPTIC SYSTEM
PLAN & DETAILS
C401
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Drawn By:
Checked By:
Approved By:
Date:03.31.2025
DAH
OBB
DAH
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Project No:
No.Description Date
38145.00 (TGM: E23-15)
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
13800
NEW FIELD HOCKEY FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: As Shown
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
5/4/2023 9:55:01 AM
GENERAL NOTES
L0-01
GENERAL NOTES:
1.REFERENCES IN THESE NOTES TO APPLICABLE CODES SHALL
INCLUDE COMPREHENSIVELY THE LATEST EDITION OF ALL
FEDERAL, REGIONAL, STATE, CITY, FIRE DEPARTMENT AND
LOCAL CODES, LAWS, ORDINANCES, ORDERS, RULES, AND
GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
FAMILIARITY WITH THE APPLICABLE CODES AND COMPLY FULLY
AS REQUIRED.
2.REFERENCES IN THESE NOTES TO THE CONTRACTOR SHALL
APPLY TO THE CONTRACTOR, THEIR AGENTS, ALL
SUBCONTRACTORS AND ALL OTHERS EMPLOYED BY THE
CONTRACTOR FOR THE PURPOSE OF THE EXECUTION OF THE
WORK.
3.REFERENCES IN THESE NOTES TO THE BUILDING OWNER OR
ARCHITECT SHALL INCLUDE ALL CONSULTING ENGINEERS AND
AUTHORIZED AGENTS OR REPRESENTATIVES OF THESE PARTIES.
4.REFERENCES IN THESE NOTES TO THE WORK SHALL INCLUDE ALL
ELEMENTS AND COMPONENTS OF THE CONTRACT DOCUMENTS,
DRAWINGS, AND SPECIFICATIONS WHETHER OR NOT
SPECIFICALLY IDENTIFIED.
5.WHERE DISCREPANCIES OR CONFLICTS OCCUR BETWEEN
APPLICABLE CODES AND/OR THE CONTRACT DOCUMENTS, THE
MORE STRINGENT REQUIREMENTS SHALL APPLY UNLESS AGREED
TO IN WRITING BY THE AUTHORITY HAVING JURISDICTION.
6.PROPERTY LINES, EXISTING UTILITY INFORMATION AND
TOPOGRAPHY INFORMATION PROVIDED BY OWNER.
7.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND
STRUCTURES, AS SHOWN ON THESE PLANS, IS BASED ON
RECORDS OF VARIOUS UTILITY COMPANIES AND, WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR
COMPLETE. THE CONTRACTOR, PRIOR TO THE START OF
CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITIES AND STRUCTURES IN THE FIELD. THE
CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY
COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND
"UDIG NY" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION
WORK TO REQUEST THE EXACT FIELD LOCATION OF UTILITIES
AND THE ARCHITECT SHALL BE NOTIFIED, IN WRITING, OF ANY
UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION
AND APPROPRIATE REMEDIAL ACTIONS TAKEN BEFORE
PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
ON THE PLAN.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING
AND MAINTAINING ALL CONTROL POINTS AND BENCHMARKS
NECESSARY FOR THE WORK.
9.BORINGS WERE TAKEN FOR THE PURPOSE OF DESIGN AND SHOW
CONDITIONS AT BORING POINTS ONLY. THEY DO NOT
NECESSARILY SHOW THE NATURE OF ALL MATERIALS TO BE
ENCOUNTERED DURING CONSTRUCTION.
10.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING
FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO
CARRY OUT THE WORK.
11.THE CONTRACTOR SHALL PROVIDE COPIES OF ALL PERMITS AS
REQUESTED BY THE BUILDING OWNER OR THE ARCHITECT.
12.THE CONTRACTOR SHALL CONTACT THE OWNER TO DETERMINE
ALL RULES GOVERNING THE EXECUTION OF THE WORK WITHIN
THE PROJECT AREA AND SHALL FULLY COMPLY WITH SUCH
RULES TO THE SATISFACTION OF THE BUILDING OWNER
THROUGHOUT THE COURSE OF CONSTRUCTION.
13.THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND BE
KNOWLEDGEABLE OF CONDITIONS THEREON. CONTRACTOR
SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR THE
COORDINATION OF THE WORK WITH ALL CONDITIONS AND
DIMENSIONS OF THE PROJECT SITE AND SHALL NOTIFY THE
ARCHITECT OF ANY CONDITIONS REQUIRING MODIFICATION OF
THE PLANS PRIOR TO THE SUBMITTAL OF CONSTRUCTION BIDS
FOR THE WORK.
14.SUBMITTAL OF CONSTRUCTION BIDS SHALL BE DEEMED AS
EVIDENCE THAT THE CONTRACTOR HAS REVIEWED THE EXISTING
CONDITIONS AND HAS INCLUDED COSTS FOR THE INHERENT
CONDITIONS AND/OR DIFFICULTIES WHICH AFFECT THE
EXECUTION AND COMPLETION OF THE WORK.
15.THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING
SUSPENSION OF THE WORK, AND UNTIL FINAL ACCEPTANCE OF
THE PROJECT, THE CONTRACTOR SHALL KEEP THE PROJECT
SITE CLEAN AND FREE FROM THE ACCUMULATION OF RUBBISH
AND DEBRIS. THE CONTRACTOR SHALL ABATE DUST NUISANCE
AS NECESSARY. ALL RUBBISH AND DEBRIS SHALL BE REMOVED
FROM THE PROJECT SITE AND DISPOSED OF AS LAWFULLY
REQUIRED.
16.ALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE
INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR
SITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE. WHERE
SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE
DETERMINED, CONSULT ARCHITECT BEFORE PROCEEDING WITH
THE WORK.
17.DIMENSIONS ARE CONSIDERED TO BE NOMINAL UNLESS
OTHERWISE NOTED. ALL MEASUREMENTS ARE TO FINISHED
SURFACE UNLESS OTHERWISE NOTED.
18.IN THE EVENT THAT QUESTIONS ARISE WITH RESPECT TO THE
INTENT OF THE CONTRACT DOCUMENTS THE CONTRACTOR
SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION OF THE
INTENT.
19.THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ANY
REQUESTS FOR MODIFICATIONS TO THE CONTRACT DOCUMENTS
IN THE FORM OF FIELD DRAWINGS, SHOP DRAWINGS, SAMPLES
OR OTHER MEANS APPROPRIATE WITH SPECIFIC CHANGES
IDENTIFIED FOR REVIEW.
20.THE CONTRACTOR SHALL PROTECT ALL COMPLETED WORK
FROM THE DETRIMENTAL EFFECTS OF THE SUBSEQUENT PHASES
OR TRADES AS NECESSARY TO PREVENT DAMAGE AND DEFECTS.
21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE
REMOVAL, REPAIR, AND REPLACEMENT OF ALL DAMAGED AND
DEFECTIVE MATERIALS AND WORKMANSHIP TO THE
SATISFACTION OF THE BUILDING OWNER AND THE ARCHITECT.
22.ALL MATERIALS AND EQUIPMENT ARE TO BE NEW, UNLESS
OTHERWISE NOTED.
23.THE ARCHITECT SHALL HAVE ACCESS TO THE PROJECT SITE AT
ALL TIMES DURING THE EXECUTION OF THE WORK.
24.THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE
ARCHITECT OR TO THE OWNER SHOP DRAWINGS, PROJECT
DATA, SAMPLES AND SIMILAR SUBMITTALS AS REQUIRED BY THE
CONSTRUCTION DOCUMENTS WITH REASONABLE PROMPTNESS
AND IN SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK
OR IN THE ACTIVITIES OF THE OWNER OR OF SEPARATE
CONTRACTORS. NO PORTION OF THE WORK REQUIRING A SHOP
DRAWING OR SUBMITTAL SHALL BE COMMENCED UNTIL THE
SUBMISSION HAS BEEN APPROVED BY THE ARCHITECT AND/OR
CONSULTING ArchitectS. ALL SUCH PORTIONS OF THE WORK
SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS
AND SAMPLES.
25.SAMPLES OF ALL FINISHES, COLORS AND MATERIALS SHALL BE
SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL
PRIOR TO ORDERING OF PRODUCTS OR COMMENCING RELATED
WORK.
ABBREVIATION DESCRIPTION
B&B BALL AND BURLAP
BC BOTTOM OF CURB
BS BOTTOM OF STAIR
BW BOTTOM OF WALL
DI DRAIN INLET
E EAST
EQ EQUIVALENT
EX.EXISTING
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
HPS HIGH POINT OF SWALE
LF LINEAR FEET
LOW LIMIT OF WORK
LP LOW POINT
LPS LOW POINT OF SWALE
N NORTH
N.T.S.NOT TO SCALE
O/C ON CENTER
P&S PROTECT AND SUPPORT
PA PLANTING AREA
PERF.PERFORATED
QTY QUANTITY
R&D REMOVE AND DISPOSE
R&S REMOVE AND SALVAGE
RIM RIM ELEVATION
S SOUTH
S SLOPE
SF SQUARE FEET
TC TOP OF CURB
TOS TOP OF STONE
TS TOP OF STAIR
TSG TOP OF SUBGRADE
TW TOP OF WALL
TYP TYPICAL
VIF VERIFY IN FIELD
W WEST
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L0-01_GENERAL NOTES.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
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OH
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OH
OH
OH
OH
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
T
E
T
E
D
E
S
S
G
G
G
G
G
G
G
G
G
G
G
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
8''
W
8''
W
8''
W
8''
W
8''
W
D
D
ST ST
ST
ST
ST
ST
P&S ENTRANCE SIGN AND POSTS
CLEAR & GRUB LAWN, MEADOW
GRASSES AND SHRUBS, TYP.
R&D GRAVEL, TYP.
R&D ASPHALT
PAVEMENT, TYP.
R&D LIGHT POLE AND
FOUNDATION, TYP.
P&S UTILITY
STRUCTURE,
TYP.
EXISTING TREE TO
BE REMOVED, TYP.
P&S GRAVEL AREA, TYP.
CLEAR & GRUB LAWN, MEADOW
GRASSES AND SHRUBS, TYP.
CLEAR & GRUB LAWN, MEADOW
GRASSES AND SHRUBS, TYP.
EXISTING CATCH BASIN
TO BE REMOVED, TYP.
SAWCUT
PAVEMENT, TYP.
PLANTED AREA TO
REMAIN, TYP.
LIMIT O
F
W
O
R
K
LI
M
I
T
O
F
W
O
R
K
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L1-01_SURFACE PROTECTION AND REMOVALS.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
SURFACE PROTECTION AND
REMOVALS
L1-01
CLEAR AND GRUB. REMOVE
TOPSOIL AND STORE FOR
REUSE
REMOVE EXISTING TREE
REMOVE AND DISPOSE
GRAVEL
PROTECT EXISTING UTILITY
STRUCTURE
SAWCUT PAVEMENT
LEGEND
DESCRIPTIONSYMBOLS
REMOVE & SALVAGE SITE
FEATURE
REMOVE AND DISPOSE ASPHALT
PAVEMENT & UNDERLYING SLAB
PROTECT & SUPPORT SITE
FEATURE
PLANTED AREA TO REMAIN
LIMIT OF WORK (LOW)
EASEMENT
REMOVE & DEMOLISH EXISTING
LIGHT POLE AND FOUNDATION
PROTECT AND SUPPORT
GRAVEL
REMOVE & DEMOLISH EXISTING
CATCH BASIN
1" = 40'
Feet
0 40 80
G
G
G
G
G
G
G
G G G G G
G
///////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
T
E
T
E
D
E
S
S
G
G
G
G
G
G
G
G
G
G
G
G
ST
ST
ST
ST
ST
ST
ST
ST
ST
8''
W
8''
W
8''
W
8''
W
8''
W
ST ST ST
ST
ST
ST
ST
ST
20
.
0
0
'
50.00'
20.00'
48.50'
22
.
0
0
'
R3
1
.
0
0
'
R5
5
.
0
0
'
22
.
0
0
'
22
.
0
0
'
R28
.
0
0
'
R2
8
.
0
0
'
GA
M
E
F
A
R
M
R
O
A
D
PRACTICE SOCCER BUILDING
PHASE 2
TEAM FACILITY
5,000 SF.
PHASE 2
INDOOR TURF FACILITY
9,400 SF.
MOUND SEPTIC ABSORPTION
SYSTEM, SEE CIVIL SERIES
STORMWATER PRACTICE,
SEE CIVIL SERIES
STORMWATER PRACTICE,
SEE CIVIL SERIES
STORMWATER PRACTICE,
ST
O
P
LIMIT O
F
W
O
R
K
LI
M
I
T
O
F
W
O
R
K
LIMIT OF WORK
LIMIT OF WORK
FIRE ACCESS ROUTES
L1-02
LIMIT OF WORK
SYMBOLS DESCRIPTION
LEGEND
FIRE APPARATUS ACCESS
Plot Date: 3/28/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L1-02_FIRE ACCESS ROUTES.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
G
G
G
G
G
G
G
G G G G G
G
///////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/////////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
T
E
T
E
D
E
S
S
G
G
G
G
G
G
G
G
G
G
G
G
ST
ST
ST
ST
ST
ST
ST
ST
ST
8''
W
8''
W
8''
W
8''
W
8''
W
ST ST ST
ST
ST
ST
ST
ST
GA
M
E
F
A
R
M
R
O
A
D
PRACTICE SOCCER BUILDING
PHASE 2
TEAM FACILITY
5,000 SF.
PHASE 2
INDOOR TURF FACILITY
9,400 SF.
MOUND SEPTIC ABSORPTION
SYSTEM, SEE CIVIL SERIES
STORMWATER PRACTICE,
SEE CIVIL SERIES
STORMWATER PRACTICE,
SEE CIVIL SERIES
STORMWATER PRACTICE,
ST
O
P
15.00'
8.
0
0
'
20
.
0
0
'
50.00'
6.
0
0
'
96.00', TYP. FOR 24'-HIGH
FIELD NETTING
9.
0
0
'
20.50'
48.50'
8.
0
0
'
2.
0
0
'
,
T
Y
P
.
F
O
R
S
I
T
E
L
I
G
H
T
P
O
L
E
O.
C
.
F
R
O
M
E
D
G
E
O
F
W
A
L
K
W
A
Y
,
UN
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
8.00', TYP. FOR ADA PARKING
SPACE (VAN ACCESSIBLE)9.00', TYP.
8.00', TYP. FOR ACCESS AISLE
18
.
0
0
'
,
T
Y
P
.
R10
.
0
0
'
R3.
0
0
'
R3.
0
0
'
R10.00
'
R10.00'
R3.0
0
'
R8
0
.
0
0
'
R8
0
.
0
0
'
R3
1
.
0
0
'
R55.00'
R71
.
5
0
'
R3.
0
0
'
R3.0
0
'
R1
2
.
0
0
'
R1
5
.
0
0
'
R1
2
.
0
0
'
R1
5
.
0
0
'
R1
5
.
0
0
'
R1
2
.
0
0
'
R1
0
.
0
0
'
R10.0
0
'
R3.
0
0
'
R15
.
0
0
'
R1
5
.
0
0
'
R10.
0
0
'
R3.0
0
'
R3.
0
0
'
R3.00', T
Y
P
.
FOR PAR
K
I
N
G
LOT ISLA
N
D
8.00'
21.00'
91.00', TYP.
11
.
0
0
'
,
T
Y
P
.
22.00'
32.78'
55
.
5
4
'
11
.
0
0
'
,
T
Y
P
.
22.00'
18
.
0
0
'
15
.
0
0
'
15
.
0
0
'
R12
.
0
0
'
R1
5
.
0
0
'
73.52'
41
.
0
0
'
58
.
0
0
'
29
9
.
8
8
'
(
9
1
.
4
0
m
o
r
2
9
9
'
-
1
0
.
5
"
)
O
U
T
S
I
D
E
-
O
U
T
S
I
D
E
E
N
D
L
I
N
E
S
180.44'
(55.00m or 180'-5.25") OUTSIDE-OUTSIDE FIELD HOCKEY
S
I
D
E
L
I
N
E
S
33
3
.
0
0
'
15
1
.
1
7
'
10
1
.
2
5
'
9.08'
12
.
5
0
'
8"X8" WOODEN POSTS,
PLACED 8.00' O.C., TYP.
0+
0
0
0+
5
0
1+
0
0
1+
5
0
2+
0
0
2+
5
0
3+
0
0
3+
5
0
4+
0
0
4+
5
0
5+
0
0
5+
5
0
6+
0
0
6+
5
0
7+
0
0
7+
5
0
7+
7
6
.
1
0
0+00
0+50
1+
0
0
1+
5
0
2+
0
0
2+
5
0
3+
0
0
3+
5
0
4+
0
0
4+
5
0
5+
0
0
5+5
0
6+00
6+29.97
BP: 0+00.00
EP: 6+29.97
PI: 5+17.61
PC: 0+62.00
PC: 5+34.99
PT: 0+94.85
PT: 5+67.97
Mid: 0+78.43Mid: 5+51.48
105.00', TYP.
8.00'
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+37.38
ROAD
STATION=2+25.56
116.18', TYP.
ROAD
STATION=1+04.73
ROAD
STATION=5+86.73
N88° 13' 33.56"E
315.03
S88° 13' 33.56"W
344.24
N1
°
4
6
'
2
6
.
4
4
"
W
20
1
.
3
8
20.00', TYP.
N88° 13' 33.56"E
25.00
N88° 13' 33.56"E
24.88
N:888265.48
E:856221.82
90°
'90°
'
N:888276.00
E:856561.57
N:888283.73
E:856561.72
N:888242.57
E:856564.38
N:888239.33
E:856459.75
S1° 46' 26.44"E
16.00
R3
.
0
0
'
,
T
Y
P
.
15
.
0
0
'
,
T
Y
P
.
3.00', TYP.
R3.00', TYP.
15
.
0
0
'
,
TY
P
.
N:888113.64
E:856019.43
N:888171.61
E:856017.63
N:888126.21
E:856425.23
N:888184.18
E:856423.44N:888160.41
E:856221.08
N:888220.38
E:856219.22
N:888289.39
E:855841.69
7.00', TYP.
12
.
0
0
'
,
T
Y
P
.
N:888250.06
E:855853.03
N:888233.12
E:855903.96
N:888258.14
E:855855.73
N:888441.28
E:856438.07
TRANSITION FROM 6'
FENCE (E/W) TO 42"
FENCE (N)
N:888776.28
E:856437.45
N:888768.96
E:856201.31
N:888455.96
E:856190.00
10
.
0
0
'
N:888533.33
E:856456.48
N:888435.29
E:856227.74
7.00'
56
.
8
3
'
19
.
6
7
'
24.0
0
'
R28
.
0
0
'
15.00'
N:888604.96
E:856327.53
N:888772.71
E:856322.34
6.00'
N:888740.13
E:856188.32
9.08'
9.08'
N:888503.63
E:856447.73N:888496.66
E:856222.67
N:888706.61
E:856216.17
12.83'
9.00'
N:888302.59
E:856210.74
N:888371.10
E:856200.76
6.00'
20
.
0
0
'
N:888548.73
E:856224.22
26.17'
12.83', TYP.
4.50'
N:888589.24
E:856218.47
N:888622.03
E:856221.95
N:888581.26
E:856219.05
N:888778.51
E:856425.21
N:888779.57
E:856404.45
N:888778.38
E:856416.39
N:888484.82
E:856217.12
N:888471.09
E:856226.29
N:888489.95
E:856188.94
6' FENCE
14.00' SWING
GATE POST
61
.
2
5
'
S
W
I
N
G
G
A
T
E
P
O
S
T
125.09'
N:888568.82
E:856434.79
60
.
4
4
'
S
W
I
N
G
G
A
T
E
P
O
S
T
3.61' SWING
GATE POST
N:888775.06
E:856427.73
TRANSITION FROM 6'
FENCE (E/W) TO 42"
FENCE (S)
23
.
0
0
'
SW
I
N
G
G
A
T
E
PO
S
T
18
.
0
2
'
SW
I
N
G
G
A
T
E
PO
S
T
N:888267.13
E:855744.32
R27.00
'
R15.
0
0
'
12.00'
R3.
0
0
'
R3.0
0
'
N55°
1
2
'
1
4
.
8
2
"
W
17.8
3
L=19.32, R=21.00
D=52.72
N1
°
4
9
'
5
5
.
7
9
"
W
66
.
5
5
S88° 13' 32.58"W
660.39
S1
°
4
6
'
2
6
.
4
4
"
E
62
.
0
0
L=32.86, R=21.00
D=89.64
S88° 13' 33.36"W
422.75
L=32.98, R=21.00
D=89.99
N1
°
4
6
'
2
6
.
4
3
"
W
62
.
0
0
S88° 13' 32.58"W
24.09
L=91.62,R=235.29D=22.31
N1
°
4
6
'
2
6
.
4
4
"
W
53
7
.
3
8
40
.
6
7
'
32
.
6
7
'
TE
A
M
S
H
E
L
T
E
R
N:888654.68
E:856220.94
N:888654.29
E:856208.11
33
3
.
0
0
'
FI
E
L
D
L
I
M
I
T
S
210.00'
FIELD LIMITS
16
.
5
6
'
N:888621.64
E:856209.13
32
.
6
7
'
N:888684.43
E:856451.80
DETECTABLE WARNING
STRIP WIDTH: 8.00'
DETECTABLE WARNING
STRIP WIDTH: 32.00'
22
.
0
0
'
18
.
0
0
'
18
.
0
0
'
9.00'
MATCH
EXISTING
EDGE OF
PAVEMENT
MATCH EXISTING
ENTRANCE LOCATION
R6
3
.
5
0
'
R5.0
0
'
20
.
4
6
'
R32
.
0
0
'
R32.
0
0
'
R2
8
.
0
0
'
R28
.
0
0
'
1.
0
0
'
N:888361.10
E:856202.93
LIMIT O
F
W
O
R
K
LI
M
I
T
O
F
W
O
R
K
LIMIT OF WORK
LIMIT OF WORK
LAYOUT PLAN
L2-01
BEARING DISTANCE
CENTERLINE (CL)
LEGEND
LIMIT OF WORK (LOW)
DESCRIPTIONSYMBOLS
694.56'
N01°16'44"E
R1'-0
"
5.00'
RADIAL DIMENSION
LINEAR DIMENSION
ARC LENGTH DIMENSION1'-312"
N:10541359.19
E:3297858.87 NORTHING/EASTING COORDINATES
SET PARALLEL
Plot Date: 3/28/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L2-01_LAYOUT PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
ST
ST
ST
ST
ALTERNATE #01 TEAM
BUILDING (SEE ARCH)
SPORTS LIGHT POLE, F1
RESTROOM BUILDING
(SEE ARCH)
973.63
973.50
SYNTHETIC TURF CURB -
6'-0" FENCE
6'-0" CHAIN LINK FENCE
CONCRETE PAVEMENT -
PEDESTRIAN, TYP.
UTILITY YARD
TURF SEED -
LOW GROW MIX
973.65
973.58 973.50
973.65
973.65
1.0%
2.0% MAX
2.0% MAX
G
G
G
G
G
G
G
G G G G G
G
////////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
T
E
T
E
D
E
S
S
G
G
G
G
G
G
G
G
G
G
G
G
ST
ST
ST
ST
ST
ST
ST
ST
ST
8''
W
8''
W
8''
W
8''
W
8''
W
ST ST ST
ST
ST
ST
ST
ST
GA
M
E
F
A
R
M
R
O
A
D
PRACTICE SOCCER BUILDING
PHASE 2
TEAM FACILITY
5,000 SF.
PHASE 2
INDOOR TURF FACILITY
9,400 SF.
MOUND SEPTIC ABSORPTION
SYSTEM, SEE CIVIL SERIES
STORMWATER PRACTICE,
SEE CIVIL SERIES
STORMWATER PRACTICE,
SEE CIVIL SERIES
STORMWATER PRACTICE,
SEE CIVIL SERIES
ST
O
P
LIMIT O
F
W
O
R
K
LI
M
I
T
O
F
W
O
R
K
LIMIT OF WORK
LIMIT OF WORK
STANDARD PARKING
SPACE, TYP.
IRRIGATION PUMP
ENCLOSURE
SYNTHETIC TURF CURB -
6'-0" FENCE
RELOCATED EMERGENCY
TELEPHONE
EP2
EP4
EP1
EP1
EP1
EP3
EP2
EP2
EP2 EP2
EP2
EP1
EP1
EP2
EP2
EP4
EP4 EP4
SYNTHETIC TURF
CURB - 6'-0" FENCE
MOUNTABLE CURB
SYNTHETIC TURF CURB
- NO FENCE
SYNTHETIC TURF
CURB - 42" FENCE
ROADWAY
STRIPING, TYP.
CROSSWALK
STRIPINGS, TYP.
SPORTS
LIGHT
POLE, F3
TEAM SHELTER (SEE ARCH)
FIELD
SCOREBOARD
30' CAMERA POLE,
"CP" TYP.
PRESS BOX
STRUCTURE
(SEE ARCH)
RESTROOM
BUILDING
(SEE ARCH)
6' CHAIN LINK
FENCE, TYP.
SYNTHETIC TURF CURB
- 42" FENCE, TYP.
SYNTHETIC TURF SYSTEM
END OF FIELD NETTING - SOUTH, TYP.
FLAGPOLE
SPECTATOR SEATING
FIELD NET POST
ADA ACCESSIBLE
STANDARD PARKING
SPACES, TYP.
CURB RAMP, TYPE D, TYP.
SITE LIGHT POLE, REFER
TO ES1-01, E4-01 FOR
FIXTURE TYPES, TYP.
TIMBER BARRIER RAIL, TYP.
PA
PA PA
PA
PA
PAPA
PA
PA
MOUNTABLE CURB
ASPHALT PAVEMENT - VEHICULAR
(MEDIUM DUTY), TYP.
CONCRETE PAVEMENT -
VEHICULAR, TYP.
CONCRETE PAVEMENT -
PEDESTRIAN, TYP.
VERTICAL CONCRETE
CURB, TYP.
TIMBER BARRIER RAIL, TYP.
SPORTS LIGHT
POLE, F4
SPORTS LIGHT
POLE, F1
SPORTS LIGHT
POLE, F2
6' CHAIN LINK
FENCE, TYP.TEAM SHELTER (SEE ARCH)
IRRIGATION STORAGE
TANK, REFER TO I-103
FOR CONCRETE PAD
REQUIREMENTS
NET/CAMERA POST
FIELD TIMER
NET/CAMERA POST
PARKING ACCESS
AISLE, TYP.
DETECTABLE WARNING PANEL, TYP.
BIKE RACK, TYP.
PRECAST CONCRETE
WHEEL STOP, TYP.
FLUSH CONCRETE CURB, TYP.
ADA PARKING SIGN, TYP.
VERTICAL CURB @ PARKING
ISLANDS, TYP.
ASPHALT PAVEMENT -
PEDESTRIAN, TYP.
CURB RAMP, TYPE C
CURB RAMP, TYPE B
TRENCH DRAIN
PROPOSED UTILITY PAD
MOUNTED TRANSFORMER,
REFER TO ES1-01
PROPOSED
HYDRANT
VEHICULAR SWING GATE, TYP.
AGGREGATE
PAVEMENT, TYP.
END OF FIELD NETTING - NORTH, TYP.
SYNTHETIC TURF CURB
@ FIELD ENDLINES, TYP.
TRENCH DRAIN
TEAM SHELTER / FIELD EDGE SECTION
TEAM SHELTER / FIELD EDGE SECTION
CURB RAMP,
TYPE A, TYP.
CONCRETE PAVEMENT -
PRESS BOX RAMP &
LANDING
VEHICULAR SWING
GATE, TYP.
SYNTHETIC TURF CURB @
FIELD ENDLINES, TYP.
BUS PARKING
BUS PARKING
STOP SIGN, TYP.
ASPHALT EDGE CONDITION
@ FIELD SIDE LINES, TYP.
6' CHAIN LINK FENCE
@ ASPHALT
6' CHAIN LINK FENCE
@ ASPHALT
UTILITY YARD
CONCRETE PAD, SEE
STRUC.
SEE ENLARGEMENT 01 ON L3-01 FOR
MATERIALS, SCORING, PLANTING
RELATED TO ALTERNATE #01
CHAIN LINK FENCE
WITH PRIVACY SLATS
6' HIGH
CHAIN LINK
FENCE
ASPHALT PAVEMENT - VEHICULAR
(MEDIUM DUTY), TYP.
ASPHALT PAVEMENT - VEHICULAR
(HEAVY DUTY), TYP.
PREFABRICATED
STORAGE SHEDS
MATERIALS NOTES:
1.TYPES OF MATERIALS AND FINISHES ARE NOTED IN
THE LEGEND.
2.ALL LANDSCAPE MATERIALS AND LAYOUT SHALL BE
COORDINATED WITH CIVIL DRAWINGS AND
ARCHITECTURE CONSTRUCTION PACKAGES
MATERIALS PLAN
L3-01
ASPHALT PAVING - PEDESTRIAN
CONCRETE PAVING,
HEAVY-DUTY
CONCRETE PAVING,
PEDESTRIAN
LEGEND
LIMIT OF WORK (LOW)
PA-01
PAVING ASSEMBLIES
SYMBOL:DESCRIPTION:
PA-02
PA-03
EDGE CONDITIONS
SYMBOL:DESCRIPTION:
MOUNTABLE CONCRETE CURB
FLUSH CONCRETE CURB
VERTICAL CONCRETE CURB
EG-01
EG-02
EG-03
SITE FURNISHINGS
SYMBOL:DESCRIPTION:
BIKE RACKSF-01
SITE LIGHT POLESF-02
MULTI-PURPOSE FIELD
SYMBOL:DESCRIPTION:
SYNTHETIC TURF FIELD
FIELD NETTING
FD-01
SYNTHETIC TURF PERIMETER
CURB
FD-02
FENCING AND NETTING
SYMBOL:DESCRIPTION:
BLACK VINYL CHAIN LINK
FENCEFD-24
SCOREBOARDFD-22
FIELD NET POSTFD-26
FD-10 FLAGPOLE
SPORTS LIGHTS
SEE
L8-01
SEE
L8-02
SEE
L8-03
SEE
L10-03
SEE
L10-08
FD-12 CAMERA POLE
CAST IRON DETECTABLE
WARNING PLATEEG-09
TIMBER BARRIER RAIL
FIELD TIMER
ADA PARKING SIGN SIGN
SEE
L10-02
SEE
L10-01
PRECAST CONCRETE
WHEEL STOP
SF-03
SF-04
CROSSWALK PAINTINGSSF-05
SF-06
ACCESSIBLE STANDARD
PARKING SPACESSF-07
STOP SIGNSF-08
CURB RAMP, TYPE AEG-05
CURB RAMP, TYPE BEG-06
CURB RAMP, TYPE CEG-07
CURB RAMP, TYPE DEG-08
FD-02
FD-02
FD-06 TRENCH DRAIN
FD-13 ASPHALT EDGE CONDITION @
FIELD SIDE LINES
FD-14 SPECTATOR SEATING
FD-15
TEAM SHELTER/FIELD EDGEFD-19
FD-21
AGGREGATE PAVEMENTPA-04
NET/CAMERA POSTFD-27
VEHICULAR SWING GATEFD-23
6' CHAIN LINK FENCE @
ASPHALTFD-25
FD-28
FD-29
FD-30
FD-31
SEE
L10-07
SEE
L10-06
SEE
L10-05
ASPHALT PAVING - VEHICULAR
(MEDIUM DUTY)PA-01
ASPHALT PAVING - VEHICULAR
(HEAVY DUTY)PA-01
1 ALTERNATE #01 SITE PLAN
SCALE: 1"=10'
Plot Date: 3/28/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L3-01_MATERIALS PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
G
G
G
G
G
G
G
G G G G G
G
///////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
T
E
T
E
D
E
S
S
G
G
G
G
G
G
G
G
G
G
G
G
ST
ST
ST
ST
ST
ST
ST
ST
ST
8''
W
8''
W
8''
W
8''
W
8''
W
ST ST ST
ST
ST
ST
ST
ST
GA
M
E
F
A
R
M
R
O
A
D
PRACTICE SOCCER BUILDING
PHASE 2
TEAM FACILITY
5,000 SF.
PHASE 2
INDOOR TURF FACILITY
9,400 SF.
ST
O
P
LIMIT O
F
W
O
R
K
LI
M
I
T
O
F
W
O
R
K
LIMIT OF WORK
LIMIT OF WORK
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
1
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
1
98
0
98
5
97
6
97
7
97
8
97
9
98
1
98
2
98
3
98
4
TC 975.70
BC 975.20
TC 977.83
BC 977.33
TC 980.69
BC 980.19
TC 980.11
BC 979.61
TC 980.52
BC 980.02
TC 982.67
BC 982.17
TC 982.90
BC 982.40
TC 985.15
BC 984.65
TC 978.63
BC 978.13TC 978.41
BC 977.91
TC 978.08
BC 977.55
TC 981.10
BC 980.60
TC 983.25
BC 982.75TC 983.48
BC 982.98
TC 985.73
BC 985.23
(989.00)
TC 977.02
BC 977.02
TC/BC 980.05
TC 980.71
BC 980.21
2.38%
1.50%
2.50%
1.75%
3.75%
4.00%
4.50%
4.00%
1.50%
6.
5
0
%
2.50%
1.
0
0
%
1.
0
0
%
1.00%
1.
5
0
%
0.
0
0
%
975
974
976
977
978
TC 977.77
BC 977.27
967.03
966.23
965.79
988987986985984983982981
980
97
5
979
EXTENTS OF STORMWATER PRACTICE. SEE
CIVIL SERIES FOR MORE DETAILED GRADING
INFORMATION
EXTENTS OF STORMWATER PRACTICE. SEE
CIVIL SERIES FOR MORE DETAILED GRADING
INFORMATION
HPS 985.90
EL. 973.50
957
956
955
954
953
952
951
950
949
948
947
946
945
944
957
956
955
954
952
951
950
960
(988.15)
(988.28)
(990.48)
LPS/RIM 985.00
HPS 988.45
968
967
DESIGN LPS 966.00
CONNECT TO EXISTING SWALE
97
1
97
4
975
975
974
EXTENTS OF GRADING FOR SEPTIC
SYSTEM. SEE CIVIL SERIES FOR MORE
GRADING INFORMATION
966
TC 969.91
BC 969.41 968.22
965.41
4.75%1.50%7.41%
978.21
4.75%1.50%6.38%
4.50% MAX
2.50%1.
5
0
%
1.
5
0
%
1.
5
0
%
1.
5
0
%
1.
5
0
%
1.
5
0
%
1.
5
0
%
3.75%
1.50%
1.14%
0.98%
1.
5
0
%
1.
5
0
%
4.00%
3.00%
977.91
977.58
977.70 978.43
978.31
979.36
978.98
979.47
979.97
980.21
986.74
986.62
TC 980.09
BC 979.59
TC/BC 979.35
TC 978.86
BC 978.86
TC 979.24
BC 978.74
TC/BC 979.10
TC 977.11
BC 976.61
977.25
971.13
TC 971.01
BC 969.51
TC 970.46
BC 969.96
TC 970.63
BC 970.13
970.83
TC 970.71
BC 970.21
TC/BC 970.13
TC/BC 970.00
TC 970.38
BC 969.88
970.50
970.12
970.25
TC/BC 977.16
TC/BC 977.35
TC/BC 977.49
TC 970.41
BC 969.91
971
970
969
968
968
968
967
967
967
972
973
974
978
979
980
981
982 983
984 985 986
987
988
989
990
991
992
993
975 976
977 978
971
970969968967
972 973
974
979 980 981
982
983
984 985 986
987
SEE L4-10 FOR FIELD GRADING AND DRAINAGE ENLARGEMENT
FFE (965.10)
965.85
965.97
1.00%
0.
0
0
%
967 977
976
4.
5
%
M
A
X
965
966
966
967
966
965
964
963
962
961
96
5
961
96
1
96
2
962
963
96
3
96
4
966
967
968
969
97
0
959
963
960
959
961
962
TC 970.00
BC 969.50
970
97
5
98
0
98
5
96
8
96
9
97
1
97
2
97
3
97
4
97
6
977
978
979
98
1
98
2
98
3
98
4
98
6
98
7
98
8
98
9
96
7
965.95
TC 965.91
BC 965.41 TC 966.19
BC 965.69
TC 966.18
BC 965.71
TC 966.29
BC 965.41
TC 965.85
BC 965.35
TC 967.48
BC 966.98
TC 979.85
BC 979.47
TC 978.92
BC 978.42
TC 979.02
BC 978.52977
977
972
971
970969968
970
971
972
973
974
98
6
989
TC/BC 965.09
TC/BC 965.45
TC/BC 965.48
1.00%
1.0
0
%
1.
0
4
%
TC 965.83
BC 965.33
966
967
968
970
972
974
975
967
973
988
987
986
97
0
97
2
97
3
97
4
97
5
978
979
TC 978.08
BC 977.58
977.99977.77
96
5
LP 964.82
979.83
977.66
TC/BC 979.93
985
(988.38)
1.00%
1.
5
0
%
1.
5
0
%
1.
5
1
%
1.
5
0
%
1.
5
0
%
1.
5
1
%
1.
5
1
%
TC 976.27
BC 975.77
2.
0
%
M
A
X
976.60
973.12
977.68
975.08
971.31
968.87
965.71
966.48
972.52
976.28
978.77 980.52
983.26
985.36
987.25
983.16979.28
969
971
972
973
3.
0
0
%
7.0
0
%
973.49
973.23
973.30
973.25
989
990
991
992
993
994
995
996
997
998
RIM 965.43
LP/RIM 964.80
RIM 965.00EX. RIM 965.70
EX. RIM 965.70
RIM 966.97
RIM 966.80
RIM 967.50
RIM 971.38
RIM 970.99
LPS/RIM 971.50
RIM 973.87 RIM 978.17
RIM 977.34
RIM 978.96
RIM 984.00
LP/RIM 973.80
EX. RIM 972.90
EX. RIM 971.00
EX. RIM 971.00
EX. RIM 971.00
RIM 967.79
RIM 962.90RIM 963.13
RIM 973.00
RIM 969.37
RIM 973.00
EX. RIM 973.40
EX. RIM
973.40
EX. RIM 973.40
EX. RIM
974.80
TC 966.12
BC 965.62
TC/BC 965.59
TC/BC 965.55
TC 966.01
BC 965.51
966.05
966.09
RIM 957.08
EX. RIM 961.53
EX. RIM 961.00
975
974
973
972
972
971
EX. RIM 973.30
HP 985.50
10.00
%
M
A
X
1.
5
0
%
976
975
974
973
972
971
968
976 985
984
983
982
981
980
979
978
977
965.37
965.12
966.40
965.99
965.97
966.28
968
967
970969
96
6
974.64
974.29
975
974
976
969
969
970
969
971
973
969
953
958
958
943
942
941
967
GRADING PLAN
L4-01
5
1
10.00
TOS
BOS
VERIFY IN FIELD
SYMBOL DESCRIPTION
SPOT ELEVATION
FINISHED FLOOR ELEVATION
TOP AND BOTTOM OF SLAB
CONTOUR MAJOR
CONTOUR MINOR
VIF
FFE
TC
BC TOP AND BOTTOM OF CURB
HP
LPS LOW POINT OF SWALE
HIGH POINT
CONTOUR/ELEVATION
EXISTING
GRADE BREAK
RIM ELEVATIONRIM
(5)
AREA DRAIN, SEE CIVIL
DRAWINGS
LP LOW POINT
HPS HIGH POINT OF SWALE
FINISHED / FIELD GRADEFG
TOP OF ELASTIC LAYERTEL
TOP OF STONETOS
TOP OF SUBGRADETSG
LIMIT OF WORK (LOW)
MUNICIPAL BOUNDARY
LEGEND
>>SWALE
EXISTING AREA DRAIN
(10.00)EXISTING SPOT ELEVATION
Plot Date: 3/28/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L4-01_GRADING PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
G
G
G
G
G
G
G
G
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
ST
ST
ST
ST
ST
ST
ST
ST
8''
W
LIMIT OF WORK
MA
T
C
H
L
I
N
E
S
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S
H
E
E
T
0
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MA
T
C
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T
0
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T
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0
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957
956
955
954
953
952
951
950
949
948
947
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945
944
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956
955
954
952
951
950
967
966
965
964
963
962
961
960
959
RIM 957.08
RIM 957.00
EX. RIM 961.53EX. RIM 961.69
EX. RIM 961.00
EXTENTS OF GRADING FOR
STORMWATER WETLAND SYSTEM. SEE
CIVIL SERIES FOR MORE GRADING
INFORMATION
953
958
958
943
942
941
953
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950
953
962
961
960
959
958
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951
952
953
954
955
956
957
958
958
958
GRADING PLAN
L4-02
5
1
10.00
TOS
BOS
VERIFY IN FIELD
SYMBOL DESCRIPTION
SPOT ELEVATION
FINISHED FLOOR ELEVATION
TOP AND BOTTOM OF SLAB
CONTOUR MAJOR
CONTOUR MINOR
VIF
FFE
TC
BC TOP AND BOTTOM OF CURB
HP
LPS LOW POINT OF SWALE
HIGH POINT
CONTOUR/ELEVATION
EXISTING
GRADE BREAK
RIM ELEVATIONRIM
(5)
AREA DRAIN, SEE CIVIL
DRAWINGS
LP LOW POINT
HPS HIGH POINT OF SWALE
FINISHED / FIELD GRADEFG
TOP OF ELASTIC LAYERTEL
TOP OF STONETOS
TOP OF SUBGRADETSG
LIMIT OF WORK (LOW)
MUNICIPAL BOUNDARY
LEGEND
>>SWALE
EXISTING AREA DRAIN
(10.00)EXISTING SPOT ELEVATION
Plot Date: 3/28/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L4-01_GRADING PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
G
G
G
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
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12"
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(HEIGHT VARIES),
WITH 18" PERF. PIPE, TYP
12"
P
A
N
E
L
D
R
A
I
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12"x18"x18" TEE CONNECTION
PERF. HDPE
INV: 969.07
12" PERF. HDPE
INV: 971.07
2.0'W X 2.0'H STONE TRENCH,
WITH 12" PERF. PIPE, TYP
12" PERF. HDPE
INV: 971.07
2.0'W X 2.0'H STONE TRENCH,
WITH 12" PERF. PIPE, TYP
12"x18" ELBOW CONNECTION
PERF. HDPE
INV: 970.67
12"x18" ELBOW CONNECTION
PERF. HDPE
INV: 970.67
12"x18"x18" TEE CONNECTION
PERF. HDPE
INV: 969.07
18
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INV OUT: 971.65
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TRENCH DRAIN IN
CONCRETE PAVING
TRENCH DRAIN
CATCH BASIN
INV OUT: 971.65
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SG 0.50%
FG 0.30%
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20.00
FG 973.80
FG 973.81
TOS: 973.68
TSG: 973.01
10.00
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FG 0.30%
FG 973.81
TEL: 973.71
TOS: 973.62
TSG: 972.90
FG 973.50
FG 973.74FG 973.68FG 973.62FG 973.56
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TOS: 973.62
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FG 973.36
FG 973.36
FG 973.41
FG 973.29
FG 973.29
FG 973.41
FG 973.41
FG 973.35
FG 973.50
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FG 973.58
FG 973.64
FFE 973.64
FG 973.64
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
1.
5
0
%
FFE
974.05
FG 973.63 FG 973.55
FG 973.63FG 973.55
TOS 974.05
BOR 973.55
FG 973.53
1.0%1.0%
1.0%
TOS 974.01
BOS 973.55
FG 0.30%
FG 0.30%
FG 0.30%
SG 0.50%
FG 973.50
LI
M
I
T
O
F
W
O
R
K
PHASE 2
STORMWATER PRACTICE,
SEE CIVIL SERIES
Plot Date: 3/28/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L4-02_FIELD DRAINAGE & GRADING.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
FIELD GRADING & DRAINAGE
PLAN
L4-10
5
1
10.00
TOS
BOS
VERIFY IN FIELD
SYMBOL DESCRIPTION
SPOT ELEVATION
FINISHED FLOOR ELEVATION
TOP AND BOTTOM OF SLAB
CONTOUR MAJOR
CONTOUR MINOR
VIF
FFE
TC
BC TOP AND BOTTOM OF CURB
HP
LPS LOW POINT OF SWALE
HIGH POINT
CONTOUR/ELEVATION
EXISTING
GRADE BREAK
RIM ELEVATIONRIM
(5)
AREA DRAIN, SEE CIVIL
DRAWINGS
LP LOW POINT
HPS HIGH POINT OF SWALE
FINISHED / FIELD GRADEFG
TOP OF ELASTIC LAYERTEL
TOP OF STONETOS
TOP OF SUBGRADETSG
LIMIT OF WORK (LOW)
MUNICIPAL BOUNDARY
LEGEND
>>SWALE
EXISTING AREA DRAIN
(10.00)EXISTING SPOT ELEVATION
DESCRIPTION:
FIELD DRAINAGE
SYMBOL:
TRENCH DRAIN CATCH BASIN
PANEL DRAIN
HDPE PERFORATED DRAIN PIPE
STONE TRENCH
FD-09
TRENCH DRAIN IN CONCRETE
PAVINGFD-06
1" = 20'
FIELD HOCKEY FIELD GRADING FIELD HOCKEY FIELD DRAINAGE
Feet
0 20 40
EL. 973.50
971
970
969
968
968
968
967
967
967
972
973
974
978
979
980
981
982 983
984 985 986
987
988
989
990
991
992
993
975 976
977 978
971
970969968967
972 973
974
979 980 981
982
983
984 985 986
987
SEE L4-10 FOR FIELD GRADING AND DRAINAGE ENLARGEMENT
FFE (965.10)
965
966
966
967
966
965
964
963
962
961
96
5
961
96
1
96
2
962
963
96
3
96
4
966
967
968
969
97
0
963
960
959
961
962
970
97
5
98
0
98
5
96
8
96
9
97
1
97
2
97
3
97
4
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978
979
98
1
98
2
98
3
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4
98
6
98
7
98
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967
968
970
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973
988
987
986
97
0
97
2
97
3
97
4
97
5
978
979
96
5
985
969
971
972
973
989
990
991
992
993
994
995
996
997
998
975
974
973
972
972
971
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975
974
973
972
971
968
976 985
984
983
982
981
980
979
978
977
968
967
970969
975
974
976
969
969
970
969
971
973
969
953
958
958
943
942
941
967
G
G
G
G
G
G
G
G G G G G
G
///////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
T
E
T
E
D
E
S
S
G
G
G
G
G
G
G
G
G
G
G
G
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
8''
W
8''
W
8''
W
8''
W
8''
W
ST ST ST
ST
ST
ST
ST
ST
GA
M
E
F
A
R
M
R
O
A
D
PRACTICE SOCCER BUILDING
PHASE 2
TEAM FACILITY
5,000 SF.
PHASE 2
INDOOR TURF FACILITY
9,400 SF.
ST
O
P
(5) BN
(12) AF
(17) QB
TURF SEEDING OVER EXISTING GRAVEL DRIVEWAY.
FOLLOW SCOOP & DUMP METHOD FOR SOIL
PREPARATION PER CORNELL STANDARD
SPECIFICATION 329100, SECTION 2.06, PART D3
(8) PW(13) JE
10' WIDTH FOR DRY
SWALE PLANTING AREA
MOWED MAINTENANCE PATH
LIMIT O
F
W
O
R
K
LI
M
I
T
O
F
W
O
R
K
LIMIT OF WORK
LIMIT OF WORK
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
1
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
1
PLANTING PLAN
L5-01
DECIDUOUS TREE
TURF SEED - LOW GROW MIX
DRY SWALE MIX
LEGEND
CENTERLINE (CL)
DESCRIPTIONSYMBOLS
LIMIT OF WORK (LOW)
LOW MOW NATIVE UPLAND
PLUGS
BIORETENTION MIX
GROUND COVERS
HIGH MARSH MIX
LOW MARSH MIX
Plot Date: 3/28/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L5-01_5-02 PLANTING PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
957
956
955
954
953
952
951
950
949
948
947
946
945
944
957
956
955
954
952
951
950
967
966
965
964
963
962
961
960
959
RIM 957.08
RIM 957.00
EX. RIM 961.53EX. RIM 961.69
EX. RIM 961.00
EXTENTS OF GRADING FOR
STORMWATER WETLAND SYSTEM. SEE
CIVIL SERIES FOR MORE GRADING
INFORMATION
953
958
958
943
942
941
953
945
950
953
962
961
960
959
958
957
956
955
954
953
951
952
953
954
955
956
957
958
958
958
G
G
G
G
G
G
G
G
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
ST
ST
ST
ST
ST
ST
ST
ST
8''
W
LIMIT OF WORK
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
1
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
1
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS
TREES
AF ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5"-3" CAL B&B 12
BN BETULA NIGRA `CULLY`HERITAGE RIVER BIRCH MULTI-TRUNK 6'-7' HT.B&B 5 CLUMP
JE JUNIPERUS VIRGINIANA EASTERN REDCEDAR 6'-7' HT.B&B 13
PW PRUNUS SEROTINA BLACK CHERRY 2"-2.5" CAL B&B 8
QB QUERCUS BICOLOR SWAMP WHITE OAK 2.5"-3" CAL B&B 17
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING QTY REMARKS
GROUND COVERS
TURF SEED- LOW GROW MIX 249,911 SF
HIGH MARSH MIX 6,143 SF
Cg CHELONE GLABRA WHITE TURTLEHEAD ---PLUG 34% @ 12" o.c.2,171
Iv2 IRIS VERSICOLOR BLUE FLAG ---PLUG 33% @ 12" o.c.2,128
Je2 JUNCUS EFFUSUS SOFT RUSH ---PLUG 33% @ 12" o.c.2,128
LOW MARSH MIX 3,033 SF
Pv PELTANDRA VIRGINICA ARROW ARUM ---PLUG 33% @ 12" o.c.1,051
Pc PONTEDERIA CORDATA PICKEREL WEED ---PLUG 33% @ 12" o.c.1,051
Sl2 SAGITTARIA LATIFOLIA BROADLEAF ARROWHEAD ---PLUG 34% @ 12" o.c.1,070
DRY SWALE MIX 4,510 SF
Mb2 MONARDA BRADBURIANA EASTERN BEE BALM ---PLUG 10% @ 12" o.c.468
Pc2 PANICUM VIRGATUM 'CAPE BREEZE'CAPE BREEZE SWITCH GRASS ---PLUG 90% @ 12" o.c.4,218
BIORETENTION MIX 13,797 SF
Ev2 ELYMUS VIRGINICUS VIRGINIA WILD RYE ---PLUG 30% @ 12" o.c.4,302
Pc2 PANICUM VIRGATUM 'CAPE BREEZE'CAPE BREEZE SWITCH GRASS ---PLUG 40% @ 12" o.c.5,735
Ss SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM ---PLUG 30% @ 12" o.c.4,302
PLANT SCHEDULE
PLANTING PLAN
L5-02
DECIDUOUS TREE
TURF SEED - LOW GROW MIX
DRY SWALE MIX
LEGEND
CENTERLINE (CL)
DESCRIPTIONSYMBOLS
LIMIT OF WORK (LOW)
LOW MOW NATIVE UPLAND
PLUGS
BIORETENTION MIX
GROUND COVERS
HIGH MARSH MIX
LOW MARSH MIX
Plot Date: 3/28/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L5-01_5-02 PLANTING PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
G
G
G G G G G G G
G
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
T
G
G
G
G
G
G
G
ST
ST
ST
ST
ST
ST ST ST ST ST
ST
ST
ST
ST
ST
LIMIT O
F
W
O
R
K
F2
F4
0.00.00.10.1
0.00.10.10.20.30.40.71.21.93.15.49.716.526.639.854.366.075.882.184.682.581.580.079.577.877.278.079.782.885.185.585.486.888.483.1
0.00.00.10.10.20.30.50.91.42.33.86.411.519.730.242.557.972.082.186.586.385.183.982.379.776.675.976.678.381.384.786.787.187.888.287.480.267.151.036.624.415.18.64.93.01.91.10.70.40.30.20.10.10.0
0.00.10.10.10.20.40.61.01.72.74.47.613.021.131.244.060.675.485.089.088.987.486.082.578.776.074.675.076.879.583.887.489.388.989.288.182.169.152.837.726.116.79.95.83.52.11.30.80.50.30.20.10.10.00.0
0.00.10.10.20.20.40.71.11.83.05.18.413.921.531.244.460.475.085.389.691.489.686.382.478.275.474.174.475.978.882.587.490.592.191.088.881.469.053.338.326.517.710.86.53.92.31.40.90.50.30.20.10.10.10.0
0.00.10.10.20.30.40.71.11.93.25.49.214.522.032.245.760.875.885.290.492.190.785.982.178.775.574.274.676.078.883.287.191.194.794.089.882.570.154.439.927.518.411.77.14.22.51.50.90.60.30.20.10.10.10.0
0.00.10.10.20.30.40.71.22.03.45.79.514.822.632.946.260.874.182.688.690.889.086.082.478.976.274.574.276.479.883.787.891.693.693.388.381.369.955.541.128.619.012.27.54.42.71.60.90.60.40.20.20.10.10.0
0.00.10.10.20.30.40.71.22.03.55.89.714.922.933.046.560.873.081.787.289.888.286.482.378.876.374.674.576.880.183.988.291.492.892.587.680.869.455.841.329.119.112.47.64.62.71.60.90.60.40.20.20.10.10.0
0.00.10.10.20.30.40.71.22.03.45.79.514.822.632.946.260.874.282.788.790.989.186.082.478.976.274.574.376.479.883.787.891.693.793.488.481.469.955.441.128.619.012.27.54.42.61.60.90.60.40.20.20.10.10.0
0.00.10.10.20.30.40.71.11.93.25.49.114.522.032.145.660.775.885.390.592.190.785.982.178.775.574.174.676.078.883.287.191.194.793.989.882.670.154.439.927.518.411.77.14.22.51.50.90.60.30.20.10.10.10.0
0.00.10.10.20.20.40.71.11.83.05.08.413.921.531.244.460.475.085.389.691.489.686.482.478.275.474.174.575.978.982.587.590.591.990.988.781.368.953.338.326.517.710.86.53.92.31.40.90.50.30.20.10.10.10.0
0.00.10.10.10.20.40.61.01.62.74.47.513.021.131.244.060.675.485.089.088.787.485.982.578.776.074.675.176.979.583.887.589.388.889.088.182.269.252.837.826.116.79.85.83.52.11.30.80.50.30.20.10.10.00.0
0.00.00.10.10.20.30.50.91.42.33.76.411.419.630.142.557.871.781.986.486.284.983.982.279.776.776.076.778.481.484.886.787.087.988.287.480.067.051.036.624.415.08.64.93.01.81.10.70.40.30.20.10.10.0
0.00.10.10.20.30.40.71.21.93.15.49.616.426.539.654.265.975.782.084.582.481.479.979.577.977.278.079.782.985.185.485.386.888.482.975.563.947.932.720.812.57.14.12.51.50.90.60.30.20.10.10.10.0
0.00.00.10.10.20.30.50.91.52.54.48.014.123.035.049.362.671.775.979.679.378.378.579.678.477.478.380.383.585.183.983.685.182.280.272.858.942.328.417.710.46.03.32.01.20.70.40.30.20.10.10.00.0
0.00.10.10.10.20.40.61.11.93.56.711.819.930.944.259.771.574.575.777.377.478.479.578.577.377.680.083.385.284.082.781.780.178.469.152.336.824.514.98.84.82.61.50.90.50.30.20.10.10.00.0
0.00.00.10.10.20.30.40.71.42.85.59.817.429.343.457.371.475.676.177.676.476.878.078.777.677.980.282.982.482.082.380.879.177.765.650.635.722.012.67.34.02.11.10.60.40.30.20.10.10.0
0.00.00.10.10.20.20.40.61.12.55.08.816.533.844.956.069.976.375.377.877.377.178.279.077.677.479.982.782.081.982.178.877.476.063.952.042.321.811.76.83.71.80.90.60.40.20.20.10.10.0
0.00.00.10.10.20.30.40.71.12.55.08.715.832.242.354.269.479.480.983.181.180.581.081.279.378.981.384.584.684.785.381.879.975.963.952.744.122.411.97.03.91.91.10.70.50.30.20.10.10.00.0
0.00.10.10.10.20.40.71.01.62.95.69.115.225.738.153.172.888.294.194.288.685.283.882.980.880.482.585.787.088.892.691.887.881.766.352.137.822.512.97.74.42.41.71.10.70.40.30.10.10.10.0
0.00.00.10.10.20.40.61.11.72.43.66.110.015.824.938.156.078.293.3103.2102.795.890.085.682.079.479.381.685.690.894.498.8100.994.586.370.053.137.923.614.48.75.33.42.41.61.00.60.30.20.10.10.0
0.00.10.10.10.20.40.71.32.03.14.76.910.816.926.442.362.279.993.5104.3101.494.787.180.976.574.574.476.179.384.891.397.5104.098.686.672.656.539.024.715.29.36.24.22.81.81.10.60.40.20.10.10.0
0.00.10.10.10.20.40.81.32.23.45.27.711.217.627.744.561.175.283.588.788.984.676.670.266.665.365.766.868.772.579.989.091.888.980.871.856.640.324.715.49.96.84.63.01.91.20.70.40.20.10.10.0
0.00.00.10.10.20.40.71.32.13.24.97.110.215.523.937.452.064.667.366.167.167.361.956.754.154.254.955.255.658.163.968.469.167.869.465.449.734.321.714.09.26.34.22.81.81.10.60.40.20.10.10.0
0.00.10.10.20.40.61.11.72.53.85.68.112.218.227.538.548.150.748.147.947.445.943.441.842.242.342.642.943.846.347.346.848.252.550.038.826.417.311.47.55.13.32.21.40.90.50.30.20.10.10.0
0.00.10.10.20.30.40.71.11.72.53.85.78.411.917.624.631.334.533.831.832.031.830.930.530.931.431.631.430.931.330.629.930.934.232.325.317.612.18.35.43.52.31.50.90.60.40.20.10.10.00.0
0.00.00.10.10.20.30.40.61.01.52.23.35.07.010.214.118.521.220.720.320.321.021.321.422.022.322.422.021.419.918.417.517.618.317.214.110.37.25.03.32.11.40.90.60.40.20.10.10.10.0
0.00.00.10.10.20.20.40.50.81.21.82.63.75.57.69.811.111.512.012.213.013.714.815.215.615.515.414.412.410.29.08.58.68.06.85.33.82.71.81.20.70.50.30.20.10.10.10.00.0
0.00.00.10.10.10.20.30.40.71.01.42.02.93.94.85.66.16.36.97.58.89.710.410.510.610.19.17.76.24.54.03.83.53.02.41.81.30.90.60.40.30.20.10.10.00.00.0
0.00.00.10.10.10.20.30.40.60.81.21.62.12.52.83.13.33.64.55.46.26.77.06.96.45.74.83.72.82.11.81.61.41.00.80.60.40.30.20.10.10.10.00.0
0.00.00.10.10.10.20.30.40.50.70.91.21.31.41.61.82.12.73.33.84.14.34.23.93.52.92.31.81.31.00.90.70.60.40.30.20.20.10.10.10.00.0
0.00.00.10.10.10.20.20.30.40.50.70.80.80.91.01.31.61.92.32.42.62.52.42.11.81.41.10.90.70.60.50.30.30.20.10.10.10.10.00.0
0.00.00.10.10.10.10.20.20.30.40.50.50.50.60.81.01.11.31.51.51.51.41.21.10.90.70.60.50.40.30.20.20.10.10.10.00.00.0
0.00.00.10.10.10.10.10.20.20.30.30.30.40.50.60.70.80.80.90.90.80.80.70.60.50.40.40.30.20.10.10.10.10.00.0
0.00.00.00.10.10.10.10.20.20.20.20.30.30.30.40.40.50.50.50.50.50.40.30.30.30.20.20.10.10.10.10.00.0
0.00.00.00.10.10.10.10.10.10.20.20.20.20.30.30.30.30.30.30.20.20.20.20.10.10.10.10.10.00.0
0.00.00.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.10.10.10.10.10.10.10.00.00.0
0.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.0
0.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.00.00.00.00.0
0.00.00.00.00.00.00.00.00.00.0
Calculation Summary
Grid Name Calculation Metric Units Avg Max Min Avg/Min Max/Min
Field Hockey Horizontal Illuminance Fc 81.86 97 74 1.11 1.32
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L6-01_LIGHTING PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
SYMBOL DESCRIPTION
LIMIT OF WORK (LOW)
LEGEND
SPORTS LIGHT POLE, MUSCO
'LIGHT-STRUCTURE SYSTEM'
70' MOUNTING HEIGHT
SITE LIGHT POLE,
LEOTEK ARIETA LUMINAIRE,
20' MOUNTING HEIGHT
11.8 ILLUMINATION LEVEL
(FOOTCANDLE)
PROJECT LIGHTING PLAN 1
L6-01
1" = 20'
4020
MATCHLINE SEE SHEET 01
MATCHLINE SEE SHEET 02
Luminaire Schedule
Symbol Qty Description Catalog #Tag Mounting
Height (ft)
5 SITE LIGHT POLE, TYPE 2 DISTRIBUTION AR13-48N-MV-NW-2-BK-040-BLS EP1 20
8 AR13-48N-MV-NW-4-BK-080-BLS EP2 20
1 AR13-48N-MV-NW-5-BK-055-BLS EP3 20
4 AR13-48N-MV-NW-4-BK-080-BLS EP4 20
SITE LIGHT POLE, TYPE 4 DISTRIBUTION
SITE LIGHT POLE, TYPE 5 DISTRIBUTION
SITE DOUBLE HEAD POLE, TYPE 4 DIST.
4 TLC-LED-550 / TLC-LED-1500 F1-F4 70ATHLETIC FIELD LIGHTING
01/31/2025
01.31.2025
MATCHLINE SEE SHEET 01
MATCHLINE SEE SHEET 02
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH E
OH E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
ST
ST
ST
ST
ST
ST
ST
GA
M
E
F
A
R
M
R
O
A
D
PHASE 2
TEAM FACILITY
5,000 SF.
PHASE 2
INDOOR TURF FACILITY
9,400 SF.
ST
O
P
LI
M
I
T
O
F
W
O
R
K
LIMIT OF WORK
EP4
EP3
EP2
EP2 EP2
EP2
EP1
EP1
EP2
EP4
EP4 EP4
BUS PARKING
BUS PARKING
F1
F3
0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0
0.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.1
0.00.00.10.10.10.10.00.00.00.10.10.10.10.20.20.20.20.10.10.10.10.10.20.20.20.20.20.10.10.10.10.10.20.20.20.20.10.10.10.10.10.10.20.20.20.20.10.10.1
0.00.10.10.20.20.30.20.10.10.10.20.20.30.30.30.30.30.20.20.20.20.20.30.30.30.30.30.20.20.20.20.20.30.30.30.30.30.20.20.20.20.20.30.30.30.30.30.20.2
0.00.00.10.20.30.30.50.60.30.20.20.30.40.50.60.70.60.50.40.30.30.30.40.50.60.70.60.50.40.30.30.30.40.50.60.70.60.50.40.30.30.30.40.50.60.70.60.50.30.3
0.00.10.10.20.30.40.60.80.60.30.30.40.61.01.61.81.51.00.60.50.40.50.61.01.61.81.51.00.60.50.40.50.61.01.51.81.50.90.50.50.40.50.61.01.61.81.50.90.50.4
0.00.10.10.20.30.71.32.01.20.40.40.71.02.04.45.94.21.91.00.70.50.71.02.14.45.94.21.91.00.70.50.71.02.04.35.84.11.91.00.70.50.71.02.04.45.84.11.91.00.6
0.00.10.10.30.40.92.74.22.20.70.50.91.43.37.59.87.23.01.40.90.50.91.43.37.59.87.23.01.40.90.50.91.43.37.59.87.23.01.40.90.50.91.43.37.59.87.23.01.3
0.00.00.10.20.30.41.03.15.02.60.80.50.71.02.04.35.74.11.91.00.70.50.71.02.04.35.74.11.91.00.70.50.71.02.04.45.94.21.91.00.70.50.71.02.04.45.94.21.91.0
0.00.00.00.10.10.20.30.40.92.03.11.70.60.50.50.61.01.61.81.51.00.60.50.40.50.61.01.61.81.51.00.60.50.40.50.61.01.61.81.51.00.60.50.40.50.61.01.61.81.61.00.6
0.00.00.10.10.10.10.20.30.40.60.91.30.90.40.30.40.40.50.70.70.70.50.40.40.40.40.40.50.70.70.70.50.40.40.30.40.40.50.70.70.70.50.40.40.40.40.40.60.70.70.70.50.4
0.00.00.10.10.10.20.20.30.30.40.50.60.80.60.30.30.40.40.40.40.50.40.40.40.40.40.40.40.40.40.40.40.40.30.30.30.30.30.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.4
0.00.10.10.20.20.30.30.40.40.50.50.60.60.40.30.30.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.30.30.30.30.30.30.30.40.30.30.30.30.30.40.40.40.40.40.40.40.40.40.3
0.00.10.20.30.30.40.50.50.50.50.50.50.40.40.40.40.50.50.50.40.40.40.40.40.40.50.50.50.50.40.40.30.30.30.40.50.50.50.50.40.30.30.30.40.40.40.50.50.50.40.40.40.40.4
0.00.10.20.40.50.81.21.21.00.60.40.40.40.40.50.81.21.21.00.60.40.50.50.40.60.91.21.20.90.60.40.30.30.30.50.70.80.90.70.60.40.30.30.40.50.81.21.21.00.60.40.40.40.4
0.00.10.30.50.71.53.23.72.20.90.50.50.40.60.71.53.23.72.21.00.60.50.50.60.81.83.53.51.80.80.60.40.20.30.50.91.71.81.20.60.40.30.30.60.71.53.23.72.10.90.50.50.40.6
0.00.00.20.50.82.14.24.73.01.20.60.40.30.60.82.14.24.73.01.20.70.40.30.61.02.54.54.52.61.00.60.30.20.30.51.02.12.51.40.60.40.20.30.60.82.14.24.73.01.20.60.40.30.6
0.00.10.20.51.01.82.01.30.70.40.10.10.30.51.01.82.11.30.70.40.20.10.30.61.11.92.01.20.60.30.10.20.30.50.91.51.61.10.60.30.20.10.30.51.01.82.11.30.60.40.10.10.3
0.00.00.10.20.30.60.60.40.20.10.10.10.10.20.40.60.70.50.30.20.10.10.20.30.40.60.60.40.30.10.10.20.30.50.70.80.80.70.50.30.20.10.10.20.30.60.60.40.20.10.00.00.1
0.00.00.10.10.20.20.20.10.10.10.10.10.10.20.30.30.20.20.10.10.10.10.20.30.30.30.20.20.10.10.20.30.50.60.50.40.40.30.20.10.10.00.10.10.20.20.20.10.00.00.00.0
0.00.00.00.10.10.10.10.10.10.10.10.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.20.30.60.60.40.20.20.20.10.10.00.00.00.00.00.00.00.00.00.0
0.00.00.00.10.10.10.10.20.20.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.20.20.30.30.60.91.00.60.20.20.10.10.10.0
0.00.00.10.10.10.20.20.30.40.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.40.50.50.60.91.72.01.40.50.30.20.10.10.00.0
0.00.00.10.10.10.20.30.40.50.70.80.80.80.80.80.80.80.90.91.00.90.90.80.80.80.80.91.01.01.32.53.42.80.90.50.30.20.10.10.00.0
0.00.00.10.10.10.20.30.40.60.91.21.31.31.31.31.41.41.41.51.61.61.61.51.41.41.41.41.51.61.62.03.23.93.21.30.90.60.30.20.10.10.0
0.00.00.10.10.10.20.30.50.71.11.52.02.22.22.12.02.12.22.52.72.72.82.72.62.42.22.22.32.42.62.62.93.63.93.12.01.40.90.50.30.10.10.00.0
0.00.00.10.10.10.20.30.50.71.11.72.53.33.63.63.53.33.33.64.14.44.64.74.54.23.93.63.53.63.83.94.04.14.34.43.82.92.01.30.70.40.20.10.10.00.0
0.00.10.10.10.20.30.40.71.01.72.74.05.25.85.95.85.55.46.06.67.27.47.57.36.86.25.75.25.35.45.85.95.85.95.75.03.92.81.70.90.50.30.10.10.10.0
0.00.10.10.10.20.30.60.91.42.44.06.38.29.410.09.99.59.69.810.511.011.311.211.110.79.88.88.07.78.39.09.08.68.37.96.85.13.62.11.10.60.30.20.10.10.0
0.00.10.10.20.30.40.71.21.93.35.89.412.715.516.416.316.216.116.216.316.516.416.416.216.015.113.412.312.513.314.314.313.111.911.08.86.44.12.31.20.60.30.20.10.10.00.0
0.00.10.10.20.30.50.91.52.64.68.113.719.324.727.026.125.525.125.124.423.723.423.323.222.622.121.220.220.421.823.423.020.217.314.711.07.44.42.31.20.60.40.20.10.10.10.0
0.00.10.10.20.40.61.01.83.25.811.019.428.536.940.239.838.037.736.434.533.032.632.432.432.031.732.231.831.533.437.235.728.822.217.813.17.74.32.31.20.60.40.20.10.10.10.00.0
0.00.10.10.20.40.61.22.13.87.214.626.839.951.455.654.654.453.150.646.744.143.743.343.343.544.346.747.546.848.453.350.939.628.019.913.57.63.92.11.10.60.40.20.10.10.00.00.0
0.00.00.10.20.40.61.22.44.48.618.235.452.666.371.271.572.672.365.659.355.855.455.855.855.958.163.567.667.766.168.566.049.833.521.012.97.03.61.91.10.60.40.20.10.10.00.00.0
0.00.10.20.30.61.32.65.110.321.342.162.979.288.092.992.687.278.471.667.666.066.267.168.772.078.787.089.386.881.274.057.438.922.012.16.33.31.71.00.60.30.20.10.10.00.00.0
0.00.10.30.51.22.85.811.522.543.267.086.099.2106.7102.294.987.281.176.874.774.676.179.084.089.794.9101.098.590.177.262.241.323.112.26.03.01.50.80.50.30.20.10.10.00.00.0
0.00.10.20.41.12.96.211.622.340.463.285.498.5104.1101.694.589.185.081.879.379.281.485.089.592.596.298.895.490.578.661.841.823.011.95.92.81.30.70.40.20.10.10.00.00.00.0
0.00.00.00.10.10.31.23.36.312.323.238.257.177.590.793.792.186.984.083.182.580.580.182.285.085.887.090.390.088.585.374.358.940.122.211.25.72.71.10.50.30.20.10.10.00.00.00.0
0.00.00.10.10.10.20.41.43.46.914.030.441.855.370.679.580.181.579.779.580.480.879.178.681.084.083.983.784.080.879.377.267.856.144.022.010.75.52.81.10.50.30.20.10.10.00.00.00.0
0.00.00.10.10.10.20.30.71.84.17.815.633.044.556.069.775.974.877.076.576.577.778.777.377.279.782.481.681.481.478.277.076.165.053.242.721.611.06.03.11.40.60.30.20.10.10.10.00.00.0
0.00.00.10.10.10.20.40.61.32.55.19.317.028.943.157.171.075.075.777.376.176.677.978.677.577.880.182.882.481.882.180.678.777.565.750.835.721.912.37.03.71.91.00.50.30.20.10.10.00.00.0
0.00.10.10.10.20.40.61.01.93.46.611.619.830.844.259.671.374.375.777.277.378.379.578.477.277.679.983.385.283.982.681.680.178.269.252.536.824.414.88.74.72.51.50.80.50.30.20.10.10.00.0
0.00.00.10.10.20.30.50.91.52.54.48.014.123.135.049.462.671.676.179.779.478.278.479.678.377.478.480.283.485.183.983.785.182.380.372.859.142.428.517.810.45.93.32.01.20.70.40.30.20.10.10.00.0
0.00.10.10.20.30.40.71.21.93.15.49.716.526.639.854.366.075.882.184.682.581.580.079.577.877.278.079.782.885.185.585.486.888.483.175.663.948.032.820.912.67.24.12.51.50.90.60.30.20.10.10.10.0
0.00.00.10.10.20.30.50.91.42.33.86.411.519.730.242.557.972.082.186.586.385.183.982.379.776.675.976.678.381.384.786.787.187.888.287.480.267.151.036.624.415.18.64.93.01.91.10.70.40.30.20.10.10.0
0.00.10.10.10.20.40.61.01.72.74.47.613.021.131.244.060.675.485.089.088.987.486.082.578.776.074.675.076.879.583.887.489.388.989.288.182.169.152.837.726.116.79.95.83.52.11.30.80.50.30.20.10.10.00.0
89.686.382.478.275.474.174.475.978.882.587.490.592.191.088.881.469.053.338.326.517.710.86.53.92.31.40.90.50.30.20.10.10.10.0
0.10.10.0
PROJECT LIGHTING PLAN 2
L6-02
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L6-01_LIGHTING PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
SYMBOL DESCRIPTION
LIMIT OF WORK (LOW)
LEGEND
SPORTS LIGHT POLE, MUSCO
'LIGHT-STRUCTURE SYSTEM'
70' MOUNTING HEIGHT
SITE LIGHT POLE,
LEOTEK ARIETA LUMINAIRE,
20' MOUNTING HEIGHT
11.8 ILLUMINATION LEVEL
(FOOTCANDLE)
MATCHLINE SEE SHEET 01
MATCHLINE SEE SHEET 02
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
3
1" = 20'
4020
01/31/2025
01.31.2025
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
3
Luminaire Schedule
Symbol Qty Description Catalog #Tag Mounting
Height (ft)
5 SITE LIGHT POLE, TYPE 2 DISTRIBUTION AR13-48N-MV-NW-2-BK-040-BLS EP1 20
8 AR13-48N-MV-NW-4-BK-080-BLS EP2 20
1 AR13-48N-MV-NW-5-BK-055-BLS EP3 20
Calculation Summary
Grid Name Calculation Metric Units Avg Max Min Avg/Min Max/Min
Field Hockey Horizontal Illuminance Fc 81.86 97 74 1.11 1.32
4 AR13-48N-MV-NW-4-BK-080-BLS EP4 20
SITE LIGHT POLE, TYPE 4 DISTRIBUTION
SITE LIGHT POLE, TYPE 5 DISTRIBUTION
SITE DOUBLE HEAD POLE, TYPE 4 DIST.
4 TLC-LED-550 / TLC-LED-1500 F1-F4 70ATHLETIC FIELD LIGHTING
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OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
OH E
T
E
E
S
S
ST
ST
ST
ST
ST
ST
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
PRACTICE SOCCER BUILDING
EP2
EP1
EP1
EP1
EP2
EP2
0.00.00.00.0
0.10.10.10.00.00.00.00.00.00.0
0.20.10.10.10.10.00.10.10.10.10.0
0.30.30.20.20.10.10.10.20.20.10.00.0
0.60.50.30.30.20.10.10.30.30.20.10.0
1.50.90.50.40.20.10.20.50.60.40.10.0
4.11.91.00.60.30.10.41.11.30.60.10.0
0.00.00.00.00.00.0
7.23.01.30.90.30.20.92.52.20.80.10.00.00.00.00.00.10.10.10.10.00.00.00.00.00.00.00.0
4.21.91.00.60.30.21.13.02.20.80.10.00.00.00.00.00.00.10.10.10.30.60.60.30.20.10.10.10.10.10.10.00.0
1.61.00.60.40.30.20.71.71.80.70.10.10.00.00.00.00.10.10.10.20.30.51.12.42.81.40.60.30.20.10.10.20.10.10.0
0.70.50.40.30.20.20.40.80.90.60.10.10.10.10.10.10.10.10.20.20.40.71.52.42.41.80.80.40.20.20.20.30.30.10.0
0.40.40.40.30.30.20.30.50.60.40.20.10.10.10.20.20.20.20.20.30.40.50.81.11.10.90.50.30.20.20.30.50.40.20.00.0
0.40.40.30.30.30.30.40.50.50.40.30.20.20.20.30.30.30.30.30.30.20.20.20.20.10.20.20.10.10.10.51.00.90.40.10.0
0.40.40.40.40.40.50.50.50.50.40.30.30.30.30.40.40.50.40.40.30.30.20.10.10.10.10.00.00.00.10.61.82.01.00.20.0
0.40.40.40.50.81.21.21.00.60.40.40.40.40.50.81.11.21.00.60.40.30.20.10.10.10.10.10.10.10.10.72.03.01.50.20.0
0.50.40.60.71.53.23.72.21.00.60.50.40.60.71.53.23.72.20.90.50.40.20.10.10.10.10.10.10.10.10.71.92.11.00.20.0
0.40.30.60.82.14.24.73.01.20.60.40.30.60.82.14.24.73.01.20.70.40.20.20.20.20.30.20.20.20.20.61.01.00.40.10.0
0.10.10.30.51.01.82.01.30.60.40.10.10.30.51.01.82.01.30.70.40.30.30.30.30.40.40.30.30.30.20.40.50.50.20.00.0
0.00.00.10.20.30.60.60.40.20.10.00.00.10.20.30.60.60.40.30.20.20.30.40.60.80.80.70.50.30.30.30.30.30.10.0
0.00.00.00.10.10.20.20.20.10.00.00.00.00.10.10.20.20.20.10.10.30.50.61.22.32.51.60.80.50.40.20.20.10.10.0
0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.60.82.04.24.92.91.10.60.40.10.10.10.10.0
0.00.00.10.40.71.52.73.12.10.90.50.20.10.00.00.00.0
0.00.00.10.30.50.80.90.60.30.20.10.00.0
0.00.00.10.20.30.40.30.10.10.00.0
0.00.00.10.10.10.10.00.00.0
0.00.00.00.00.00.0
0.0
Luminaire Schedule
Symbol Qty Description Catalog #Tag Mounting
Height (ft)
5 SITE LIGHT POLE, TYPE 2 DISTRIBUTION AR13-48N-MV-NW-2-BK-040-BLS EP1 20
8 AR13-48N-MV-NW-4-BK-080-BLS EP2 20
1 AR13-48N-MV-NW-5-BK-055-BLS EP3 20
Calculation Summary
Grid Name Calculation Metric Units Avg Max Min Avg/Min Max/Min
Field Hockey Horizontal Illuminance Fc 81.86 97 74 1.11 1.32
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L6-01_LIGHTING PLAN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
4 AR13-48N-MV-NW-4-BK-080-BLS EP4 20
SITE LIGHT POLE, TYPE 4 DISTRIBUTION
SITE LIGHT POLE, TYPE 5 DISTRIBUTION
SITE DOUBLE HEAD POLE, TYPE 4 DIST.
SYMBOL DESCRIPTION
LIMIT OF WORK (LOW)
LEGEND
SPORTS LIGHT POLE, MUSCO
'LIGHT-STRUCTURE SYSTEM'
70' MOUNTING HEIGHT
SITE LIGHT POLE,
LEOTEK ARIETA LUMINAIRE,
20' MOUNTING HEIGHT
11.8 ILLUMINATION LEVEL
(FOOTCANDLE)
PROJECT LIGHTING PLAN 3
L6-03
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
3
1" = 20'
4020
4 TLC-LED-550 / TLC-LED-1500 F1-F4 70ATHLETIC FIELD LIGHTING
01/31/2025
01.31.2025
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
0
3
SITE DETAILS - PAVING
JOINTS & ASSEMBLIES
(PA & JT TYPES)
L8-01PA-01
ASPHALT PAVEMENT, TYP.
1"=1'-0"
UNDISTURBED OR COMPACTED SUBGRADE
COMPACTED TYPE 2 SUBBASE,
NYSDOT ITEM #304.12
COMPACTED NYSDOT SUPERPAVE 19MM
BINDER COURSE (402.197903)
APPLY TACK COAT BETWEEN TOP AND
BINDER LAYERS, AND BETWEEN
VERTICAL RIGID ELEMENT AND ASPHALT
COMPACTED NYSDOT SUPERPAVE 9.5MM
TOP COURSE (402.097203)
APPLY JOINT ADHESIVE RUBBERIZED
ASPHALT TO ALL TOP COURSE JOINTS
BETWEEN ASPHALT AND CONCRETE
PAVING
FILTER FABRIC MIRAFI 500X OR
EQUIVALENT
MATERIAL VARIES
PEDESTRIAN
VEHICULAR
MEDIUM DUTY
A 3"1 1/2"
B -3"
C 6"6"
D -3"
COMPACTED TYPE 4 SUBBASE, NYSDOT
ITEM #304.14, APPROVED ASPHALT
MILLINGS MAY BE USED IN BOTTOM LIFT
AND SHALL NOT EXCEED 3" IN THICKNESS
VEHICULAR
HEAVY DUTY
1 1/2"
3 1/2"
12"
3"
SAWCUT EDGE TO DEPTH OF PAVEMENT
- PEDESTRIAN ADJACENT TO LANDSCAPE
CONCRETE PAVING - HEAVY DUTY
1"=1'-0"
GRADED, GRANULAR,
FREE-DRAINING CRUSHED
STONE OR GRAVEL
AGGREGATE BASE COURSE
COMPACTED OR UNDISTURBED
SUBGRADE
GALVANIZED WWF
W2.9xW2.9x6/6
5,000 PSI CONCRETE,
MEDIUM BROOM FINISH, TYP.
1
4 OF SLAB THICKNESS SAWCUT
JOINT, TYP.
FILTER FABRIC MIRAFI
500X OR EQUIVALENT
PA-02
CONCRETE PAVING - PEDESTRIAN
1"=1'-0"
COMPACTED OR UNDISTURBED
SUBGRADE
GALVANIZED WELDED WIRE FABRIC
REINFORCEMENT, W2.9xW2.9x6/6.
SEE SPECIFICATIONS.
5,000 PSI CONCRETE,
MEDIUM BROOM FINISH, TYP.
1
4 OF SLAB THICKNESS SAWCUT
JOINT, TYP.
GRADED, GRANULAR,
FREE-DRAINING CRUSHED
STONE OR GRAVEL
AGGREGATE BASE COURSE
FILTER FABRIC MIRAFI
500X OR EQUIVALENT
@ SPECTATOR SEATING WELDED WIRE
FABRIC REINFORCEMENT SHALL BE:
1) 4X4-W/D4XW/D4 OR
2) 6X6-W/D7.4 X W/D7.4 OR
3) 12X12-W/D9.4 X W/D9.4
PA-03
PA-04
CONTROL JOINT
3"=1'-0"
NOTE:
1.REFER TO LAYOUT PLANS FOR JOINTING TYPE, LAYOUT, AND
SPACING, TYP. SEE SPECIFICATIONS.
SAW CUT JOINT
JO
I
N
T
D
E
P
T
H
=
14 O
F
DE
P
T
H
O
F
C
O
N
C
R
E
T
E
SL
A
B
,
T
Y
P
.
1/8", TYP.
EXPANSION JOINT
3"=1'-0"
VA
R
I
E
S
1
2"
FLEXIBLE SEALANT
BACKER ROD
COMPRESSIBLE FILLER
12" S.S. SLIP DOWEL FIXED AT
ONE END 30" O.C.
CAST IN PLACE CONCRETE BASE
WITH FIBERMESH REINFORCING
BELOW GRADE CONDITION VARIES
FINISH VARIES. SEE SPECIFICATIONS.
NOTE:
1.REFER TO LAYOUT PLANS FOR JOINTING TYPE, LAYOUT, AND
SPACING, TYP.
EXPANSION JOINT @ VERTICAL ELEMENT
3"=1'-0"
VA
R
I
E
S
1
2"
FLEXIBLE SEALANT
BACKER ROD
COMPRESSIBLE FILLER
ADJACENT RIGID ELEMENT
VARIES: WALL, CURB, FOOTING,
OR OTHER, TYP.
FINISH VARIES. SEE SPECIFICATIONS.
NOTE:
1.REFER TO LAYOUT PLANS FOR JOINTING TYPE, LAYOUT, AND
SPACING, TYP.
2.EXPANSION JOINTS SHALL BE INSTALLED BETWEEN RIGID
SURFACES SUCH AS WALLS, CURBS, PAVINGS, AND FOOTINGS.
SEE SPECIFICATIONS.
JT-03
JT-01
JT-02
COMPACTED
SUBGRADE
HDPE PERMEABLE PAVING
GRID SYSTEM, 24"x24"x1"
3/4" AGGREGATE
BASE COURSE
AGGREGATE FILL MATERIAL, 5/8" CLEAN,
WASHED ANGULAR STONE
4"
DRAINAGE
GEOTEXTILE FABRIC
1"
AGGREGATE PAVEMENT
1 1
2" = 1'-0"
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L8-10_SITE DETAILS-PA.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
SITE DETAILS -
EDGE CONDITIONS
& FURNISHINGS
(EG & SF TYPES)
L8-02EG-01
EG-02
EG-03
EG-05
EG-06
2'-0" TYP.
12:1 MAX
AT CURB CUTS
CAST IRON ADA TACTILE
WARNING PLATE COMPACTED AGGREGATE BASE
MATERIAL VARIES, SEE PLAN
SOIL SUBGRADE SHALL BE PREPARED
IN ACCORDANCE WITH THE
REQUIREMENTS OF THE EARTHWORK
SPECIFICATION AND THE
GEOTECHNICAL ENGINEERING STUDY.
PREPARED SUBGRADE
2" DEPTH MULCH.
1
4" THICK X 5" DEEP STEEL
EDGING, STAKED. SEE
SPECIFICATIONS.
LAWN AREA PLANTING AREA
OR STABILIZED
STONE DUST
8'-0"
SL
O
P
E
SLOPE
SLOPE
5'-0"5'-0"
1:10 MAX
1:10 MAX
1:
1
2
M
A
X
NOTES
A.TACTILE WARNING PLATE TO BE INSTALLED
PER MANUFACTURER'S INSTRUCTIONS. SEE
SPECIFICATIONS.
B.TACTILE WARNING PLATE TO BE DURALAST
ADA TYPE WITH DEEP FLANGE.
2'
-
0
"
MI
N
.
EG-03
L8-02
EG-02
L8-02
EG-02
L8-02
PA-02
L8-01
PA-03
L8-01
CAST IRON DETECTABLE WARNING PLATE
CONCRETE CURB
CONCRETE FLUSH CURB
CONCRETE PAVING
FLUSH
CONCRETE
CURB
CONCRETE MOUNTABLE CURB
1"=1'-0"
CONCRETE FLUSH CURB
1"=1'-0"
CONCRETE CURB
1"=1'-0"
ADJACENT EXISTING
ASPHALT PAVEMENT6"
1'
-
6
"
MATERIAL VARIES. SEE
MATERIALS PLAN
(2) #4 GALVANIZED REBAR
1'
AGGREGATE BASE COURSE
HEAVY-DUTY CONCRETE
PAVING WITH CONCRETE
HAUNCH
3"
NOTES:
1. TOP OF CONCRETE MOUNTABLE CURB ELEVATION TO MATCH LINE AND GRADE OF EXISTING
ADJACENT CONCRETE ROAD CURBS. SEE MATERIAL AND LAYOUT PLANS FOR ALIGNMENT AND
EXTENTS.
FLUSH
10"
1'
-
6
"
CONCRETE CURB, BEYOND.
ALIGN FACES OF CURBS.
ADJACENT EXISTING
ASPHALT PAVEMENT
REINFORCED CAST-IN-PLACE
CONCRETE MOUNTABLE CURB
(2) #4 GALVANIZED REBAR
EXPANSION JOINT
1
2"
10"
6"
AGGREGATE BASE COURSE
112"
1'
CONCRETE CURB
HEAVY-DUTY CONCRETE
PAVING WITH CONCRETE
HAUNCH
FLUSH
6"
1'
-
6
"
ADJACENT EXISTING
ASPHALT PAVEMENT
(2) #4 GALVANIZED REBAR
EXPANSION JOINT
1
2"
10"
6"
1'
AGGREGATE BASE COURSE
CONCRETE CURB
5 1
16"
6"
STEEL EDGING
1"=1'-0"
CURB RAMP, TYPE B (FLARED RAMP)
1/2"=1'-0"
CAST IRON DETECTABLE WARNING PLATE
1"=1'-0"
JT-01
L8-01
PA-02
L8-01
JT-01
L8-01
PA-02
L8-01
PA-02
L8-01
PA-03
L8-01
PA-01
L8-01
PA-01
L8-01
PA-01
L8-01
RAMP
1:12
M
A
X
.
SIDEWALK
1.5%
M
A
X
FLUSH CONCRETE CURB
PLANTED AREA
DETECTABLE WARNING
PAVER, TYP.
AXON
CURB RAMP, TYPE C (FLARED RAMP ON RADIUS)
1/2"=1'-0"
4'
-
0
"
CURB RAMP, TYPE D (RETURNED RAMP)
N.T.S.
2'
-
0
"
M
I
N
.
4'
-
0
"
SL
O
P
E
SLOPE
SLOPE
1:10 MAX
1:10 MAX
1:
1
2
M
A
X
CAST IRON DETECTABLE WARNING PLATE
EG-02
L8-02
EG-03
L8-02
CONCRETE CURB
CURB RAMP, TYPE A (PARALLEL RAMP)
1
4" = 1'-0"
32'-0"
SL
O
P
E
SLOPE SLOPE
8'-0"8'-0"
1:10 MAX1:10 MAX
1:
5
0
M
A
X
2'
-
0
"
MI
N
.
EG-08
L8-02
EG-02
L8-02
CAST IRON DETECTABLE WARNING PLATE
CONCRETE FLUSH CURBEG-03
L8-02
CONCRETE CURB
6'
-
0
"
EG-08
L8-02
EG-08
L8-02
EG-08
L8-02
EG-01
L8-02
CONCRETE
MOUNTABLE CURB
EG-07
EG-08
EG-09
EG-04
Plot Date: 3/28/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L8-10_SITE DETAILS-EG.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
PLANTING DETAILS
- VEGETATION (VT
TYPES)
L9-00
VARIES VARIES
2" DEPTH LEAF MULCH.
DO NOT COVER STEMS
OR FOLIAGE
REMOVE CONTAINER
AND LOOSEN ROOTBALLS
PREPARED SUBGRADE
1'
-
0
"
PLANTING BED SOIL
6060
60
`A
'`A
'
`A'
`B
'
PLANT SPACING (`A')
6 IN. O.C.
8 IN. O.C.
10 IN. O.C.
12 IN. O.C.
15 IN. O.C.
18 IN. O.C.
24 IN. O.C.
30 IN. O.C.26 IN. O.C.
21 IN. O.C.
16 IN. O.C.
13 IN. O.C.
10-1/2 IN. O.C.
8-1/2 IN. O.C.
7 IN. O.C.
5 IN. O.C.
ROW SPACING (`B')
FINISHED GRADE
SEEDED LAWN W/
STRAW MULCH
PREPARED SUBGRADE
MODIFIED EXISTING
PLANTING BED SOIL,
4" AFTER SETTLEMENT.
APPLY COMPOST
AMENDMENTS MODIFY
EXISTING SOIL AS REQUIRED
PER CORNELL STANDARD
SPECIFICATION 329100,
SECTION 2.06B AND 2.06C
HORTICULTURAL SUBSOIL
4"
M
I
N
.
4"
MI
N
.
GROUNDCOVER PLANTING - ON SLOPE
1" = 1'-0"
GROUNDCOVER PLANTING
1" = 1'-0"
SEEDED LAWN
1" = 1'-0"
GROUNDCOVER TRIANGULATION LAYOUT
1" = 1'-0"
PLACE MIN 2" MULCH OVER
SLOPE, TAKING CARE NOT TO
BURY PLANTS
PLANT LARGER PLANTS AT
SLOPE ANGLE, ROUGHEN
ROOTBALLS TO IMPROVE
CONTACT W/ SOIL.
INSTALL JUTE MESH EROSION
CONTROL MATTING AS SLOPE
REINFORCEMENT FOR SLOPES
3:1 OR GREATER
PLANTING SOIL
PLACE & COMPACT FILL IN 6"
LIFTS, CREATING BENCHES TO
STABILIZE PLANTING BED SOIL
JUTE MESH EROSION
CONTROL MATTING
CL
CL
EXTENT OF PLANTING PIT
2"-3" DEEP LOAM WATERING BERM @
EDGE OF ROOTBALL, REMOVE AFTER
ONE YEAR
1'-6"
MULCH RING
PLAN
2" DEPTH MULCH, DO NOT APPLY
MULCH TO ROOT FLARE OF TREE
(3) 2"X4"X10' STAKES DRIVEN MIN
24" INTO UNDISTURBED GRADE
OUTSIDE ROOTBALL
1'-6"
MULCH RING
SECTION
12
0
°
WOOD STAKES SPACED EQUALLY
AROUND TREE (3 PER TREE)
TREE
ROOTBALL
EXTENT OF MULCH RING.
DO NOT APPLY MULCH TO
ROOT FLARE OF TREE
9"
GUY WIRE (3 PER TREE)
PREPARED SUBGRADE OR STRUCTURE
3"
ALL
SIDES
CUT AND REMOVE BURLAP AND
COMPLETELY REMOVE WIRE
BASKET AND
NON-BIODEGRADABLE MATERIALS
FROM ROOTBALL
NOTE:
1.SET TREE TRUNK PLUMB VERTICAL.
2.MULCH SHALL NOT COVER BASE OF TREE TRUNK.
3.PRUNE BROKEN, CROSSING OR RUBBING BRANCHES.
4.REFER TO SPECIFICATIONS FOR STAKING INFORMATION.
DECIDUOUS TREE PLANTING, TYP.
1/2"=1'-0"
COMPACTED
HORTICULTURAL SUBSOIL
SET TREE FLARE AT FINISHED
GRADE OF SOIL
CUT AND REMOVE BURLAP
AND COMPLETELY REMOVE
WIRE BASKET
3' DIA. MULCH (NO MULCH
AROUND TRUNK BASE)
CONTRACTOR SHALL REMOVE
EXCESS FILL FROM TOP OF
TRUNK. SET CROWN OF ROOT
BALL 2" HIGHER THAN
FINISHED GRADE.
TREES ARE TO BE PRUNED TO
MAINTAIN UNDERSTORY.
COMPACTED SOIL PEDESTAL
TO PREVENT SETTLING WITH
TREES > 2.5" CALIPER TRUNK
SCARIFY SIDES AND BOTTOM
OF HOLE
ROOTBALL
3' DIA. MULCH (NO MULCH
AROUND TRUNK BASE)
VARIES, SEE PLANS
NO GROUNDCOVER
OVER ROOT BALL
NOTE:
1.TREE TRUNK TO BE PLUMB VERTICAL.
2.MULCH SHALL NOT COVER BASE OF TREE TRUNK OR GROUND COVER.
3.ALL TREES TO BE STAKED PER TREE STAKING DETAIL.
PLAN
SECTION
PREPARED SUBGRADE OR
STRUCTURE
PLANTING BED SOIL
CONIFER TREE PLANTING, TYP.
1/2"=1'-0"
PLANTING SOIL, SEE PLANS
PREPARED SUBGRADE OR
STRUCTURE
CL
CL
ARBORTIE, FIXED TO WOOD POST
ROOTBALL
SOIL SAUCER
120°
2" DEPTH MULCH, DO NOT APPLY
MULCH TO ROOT FLARE OF TREE
TREE
ARBORTIE GUY (3 PER TREE)
PLAN
EXTENT OF PLANTING PIT3"
ALL
SIDES
PLANT PIT=3X ROOT BALL DIAMETER
SECTION
CUT AND REMOVE BURLAP
AND COMPLETELY REMOVE
WIRE BASKET AND
NON-BIODEGRADABLE
MATERIALS FROM ROOTBALL
WOOD STAKES (3 PER TREE)
WOOD STAKES
(3 PER TREE)
NOTE:
1.SET TREE TRUNK PLUMB VERTICAL.
2.MULCH SHALL NOT COVER BASE OF TREE TRUNK.
3.FOLLOW MANUFACTURER INSTRUCTIONS FOR ARBORTIE INSTALLATION.
4.PRUNE BROKEN, CROSSING OR RUBBING BRANCHES.
5.REFER TO SPECIFICATIONS FOR STAKING INFORMATION.
PLANTING BED SOIL
MULTI-STEM TREE PLANTING, TYP.
1/2"=1'-0"
6"
1'
-
0
"
6"
HORTICULTURAL SUBSOIL, DEPTH
DEPENDS ON ROOTBALL SIZE, TYP.
PLANTING BED SOIL
HOSE
ARBORTIE, FIXED TO WOOD POST
ARBORTIE, FIXED TO WOOD POST
WOOD STAKES (3 PER TREE)
SP-04
HORTICULTURAL SUBSOIL, DEPTH
DEPENDS ON ROOTBALL SIZE, TYP.
VT-01
VT-02
VT-03
VT-04
VT-05VT-06VT-07
AS NOTED
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L9-00_PLANTING DETAILS-VT.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
FIELD DETAILS
(FD TYPES)
L10-01FD-01
1.SYNTHETIC TURF FIBER W/ SHOCK PAD
2.POROUS ASPHALT - 3"
3.TOP DRAINAGE STONE: 1"
4.DYNAMIC BASE DRAINAGE STONE: 7.5" - 9" DEPTH
5.PANEL DRAIN
6.GEOTEXTILE FABRIC
A.FG: FINISHED GRADE (TOP OF SYNTHETIC TURF FIBER)
B.TEL: TOP OF POROUS ASPHALT
C.TOS: TOP OF DRAINAGE STONE
D.TSG: TOP OF SUBGRADE
E.SEE PLANS AND SPECIFICATIONS FOR SYNTHETIC TURF
FIELD SYSTEM.
LEGEND NOTES
1
3
4
5
6
2
SYNTHETIC TURF SYSTEM - FIELD HOCKEY
NTS
1.1"W x 4"D CONCRETE NOTCH
2.2X8 PRESSURE TREATED WOOD NAILER
3.SYNTHETIC TURF SYSTEM
4.CAST-IN-PLACE CONCRETE CURB
5.4 #4 BAR HORIZONAL CONTINUOUS REINFORCING; 8" LAP
6.#4 TIE @ 8' ON CENTER
7.6" DENSE GRADED AGGREGATE BASE
8.COMPACTED SUBGRADE
9.ADJACENT SURFACE, VARIES
LEGEND
8
4
5
7
1
39
A.FORM CONCRETE WITH A 1" X 4" INSET "NOTCH".
ATTACH PRESSURE TREATED 2X8 LUMBER TO EDGE OF
CONCRETE ADJACENT TO "NOTCH", DOWN 1/2" FROM
THE TOP OF CONCRETE CURB. THE TURF RUNS OVER
TOP OF THE LUMBER, AND IS MECHANICALLY SECURED
TO THE LUMBER.
B.TOP OF CONCRETE = TOP OF TURF = FINISHED GRADE
C.PROVIDE SCORING JOINT EVERY 8' OC AND EXPANSION
JOINTS EVERY 24' OC. SEE FENCE POST DETAIL.
D.EXPOSED CONCRETE TO HAVE A LIGHT BROOM FINISH.
NOTES
14"
2.
0
0
'
(
2
4
"
)
13"
2
6
SYNTHETIC TURF PERIMETER CURB - 6'-0" FENCE
1" = 1'-0"
FD-02
DRAIN CLEANUOUT - SYNTHETIC TURF FIELD
1" = 1'-0"
TRENCH DRAIN IN CONCRETE PAVING
1"=1'-0"
TRENCH DRAIN SYSTEM
EXPANSION JOINT
CONCRETE PAVING/CURB
CIP CONCRETE
COMPACTED
AGGREGATE BASE
COMPACTED SUBGRADE
BLACK ADA PLASTIC
GRATE
UNDISTURBED SUBGRADE
COMPACTED AGGREGATE6"
HDPE OUTLET
GRAVEL BEDDING
ADS DRAINAGE BASIN
SQUARE CAST IRON GRATE
H-10 LOADING. ADA
COMPLIANT
SE
E
D
R
A
I
N
A
G
E
P
L
A
N
12
"
S
U
M
P
6"
DIAMETER NOTED IN PLAN
RESTRICTOR PLATE
WHERE REQUIRED
AREA DRAIN @ SYNTHETIC LANDSCAPE TURF
NTS
12" FILTER
FABRIC OVERLAP
4" PERFORATED HDPE
SLOPE: 0%
#57 WASHED STONE7"
#67 STONE
@ SIDES AND TOP
18
"
SYNTHETIC TURF
PERIMETER CURB
3"
7"
3"
FRENCH DRAIN
NTS
FD-05FD-06
FD-07
FD-08
FLAGPOLE
N.T.S
NOTES
CARE MUST BE EXERCISED IN SETTING TUBE PLUMB AND LEVEL IN FORMS AND IT MUST BE SECURED
SO IT DOES NOT SHIFT WHEN POURING CONCRETE.
FLAGPOLE SHALL NOT BE OVER 40 FT.
FLASH COLLAR OR STOCK
DESIGN BASE
WATERPROOF MASTIC
FINISH GRADE
HARDWOOD WEDGES
3,000 PSI MIN. MIX
CONCRETE
PACKED DRY SAND
(4)WELDED STEEL
CENTERING WEDGES
16"X16"X3/16" WELDED
STEEL BASE
8"X8"X3/16" WELDED
STEEL SUPPORT
3/4" DIA X 3'-6" ST.
LIGHTING GROUND
SPIKE WITH NUT
WELDED TO BASE
30" DIA. AT TOP
6"
1"
4'
-
0
"
F
O
U
N
D
A
T
I
O
N
T
U
B
E
316
"3'
-
6
"
12
"
30" DIA. AT BOTTOM
FD-10
CAMERA POLE ("CP")
HAND HOLE
CL
NOTE:
1.FINAL POLE BASE/ANCHOR BOLT ORIENTATION, FIXTURE MOUNTING HEIGHTS
AND CONFIGURATION ON POLE TO BE VERIFIED THROUGH SHOP DRAWINGS.
2.FINAL CAMERA AIMING TO BE COORDINATED IN THE FIELD.
3.CAMERA CONNECTION TO POLE AND DRILL HOLE PATTERN T.B.D.
4.FOR POLE MOUNTED SPEAKERS SEE AUDIO VISUAL PACKAGE.
5.SPEAKER CONNECTION TO POLE AND DRILL HOLE PATTERN T.B.D.
6.PROVIDE MANUFACTURER'S FULL BASE PLATE COVER FOR LIGHT POLE BASE.
FINISH AND COLOR TO MATCH LIGHT POLE.
7.INSTALL BASE PLATE AND ANCHOR PER MANUFACTURER.
8.LIGHT POLE FINISH AND COLOR TO BE APPROVED BY ARCHITECT.
FOUNDATION,
SEE FD-11
VALMOUNT DS210 ROUND TAPERED STEEL POLE
WITH POLE MOUNTED CAMERAS AND SPEAKERS.
23
.
5
0
'
B
L
E
A
C
H
E
R
S
P
E
A
K
E
R
M
O
U
N
T
I
N
G
H
E
I
G
H
T
(
S
E
E
A
U
D
I
O
V
I
S
U
A
L
D
R
A
W
I
N
G
S
)
FULL BASE PLATE COVER
GFCI RECEPTACLE
PTZ CAMERA, TYP.
1" = 1'-0"
VALMONT DS210 ROUND
TAPERED STEEL LIGHT POLE.
NOMINAL MOUNT HEIGHT
(30'-0")
POLE BASE OD (8.00")
GFCI RECEPTACLE
TWO (2) R.5 COMMUNITY BLEACHER
SPEAKERS WITH BRACKET MOUNTED
23'-6" ABOVE FINISHED GRADE
30
.
0
0
'
(
P
O
L
E
H
E
I
G
H
T
)
29
.
0
0
'
F
I
E
L
D
S
P
E
A
K
E
R
M
O
U
N
T
I
N
G
H
E
I
G
H
T
(
S
E
E
A
U
D
I
O
V
I
S
U
A
L
D
R
A
W
I
N
G
S
)
26
.
0
0
'
C
A
M
E
R
A
M
O
U
N
T
I
N
G
H
E
I
G
H
T
(
S
E
E
A
U
D
I
O
V
I
S
U
A
L
D
R
A
W
I
N
G
S
)
(1) R.1 COMMUNITY FIELD SPEAKER WITH
BRACKET MOUNTED 29'-0" ABOVE
FINISHED GRADE
FD-12
7'
-
0
"
2'-0"
2"
CLEAR COVER
3"
M
I
N
CL
E
A
R
C
O
V
E
R
BASE PLATE & ANCHOR BOLTS
BY MANUFACTURER
CAMERA LIGHT POLE BY
MANUFACTURER
FINISH GRADE, SEE
LANDSCAPE DRAWINGS
#4@12" O.C. ROUND
TIES, (4) @ 2" O.C. @ TOP.
LAP ENDS 6" MIN &
PROVIDE STD HOOKS
#4@12" O.C.
ROUND TIES, (4)
@ 2" O.C. @ TOP
12-#6 VERT,
EVENLY SPACED
12-#6 VERT,
EVENLY SPACEDSECTION
A-A
AA
CAMERA POLE "CP" FOUNDATIONFD-11
8.
5
"
-
1
0
"
12" INV: VARIES
2.50'
MI
N
.
2
.
0
0
'
EL: VARIES
TSG: TOP OF
SUBGRADE
SYNTHETIC TURF
FIBER WITH SHOCK PAD
DRAINAGE STONE BED
12" PANEL DRAIN
GEOTEXTILE FABRIC
COMPACTED SUBGRADE
PERIMETER STONE TRENCH
WITH EMBEDDED 12"
PERFORATED HDPE PIPE,
OR AS OTHERWISE NOTED
FG: TOP OF FIBER
←SUBGRADE SLOPE 0.5%
TOS: TOP OF STONE
0.
5
0
'
PERIMETER FIELD DRAINAGE
1
2" = 1'-0"
POROUS ASPHALT
SYNTHETIC TURF PERIMETER
CURB (WIDTH, DEPTH VARIES)
FD-02
L10-01
FD-03
L10-01
FD-04
L10-01
1.50'
8" HDPE MAINLINE
IRRIGATION PIPE,
REFER TO I-SERIES
FOR MORE DETAIL
2.
5
0
'
M
I
N
.
CO
V
E
R
FD-09
SPECTATOR SEATING - PLAN AND SECTIONS
1/2" = 1'-0"
CROSS BRACING
INDICATED BY 'X'
MID-AISLE RAIL
(1 @ 4'-4")
60" FRONT WALKWAY
AI
S
L
E
CE
N
T
E
R
L
I
N
E
OF
B
L
E
A
C
H
E
R
NOTES:
1.MANUFACTURER TO PROVIDE DELEGATED DRAWINGS FOR
SEATING AND RAMP.
2.PROVIDE 5" CONCRETE SLAB TO SUPPORT SPECTATOR
SEATING, RAMP, AND STAIR.
2.1.CONCRETE REINFORCEMENT TO BE WELDED WIRE
MESH (4X4-W/D4XW/D4 OR 6X6-W/D7.4XW/D7.4)
2.2.CONCRETE DESIGN STRENGTH F'c=3000 PSI LOCAL
READI-MIX DESIGN.
2.3.REINFORCING TO MEET ASTM A615 GRADE 60.
FD-14
1.1"W x 4"D CONCRETE NOTCH
2.2X8 PRESSURE TREATED WOOD NAILER
3.SYNTHETIC TURF SYSTEM
4.CAST-IN-PLACE CONCRETE CURB
5.4 #4 BAR HORIZONAL CONTINUOUS REINFORCING; 8" LAP
6.#4 TIE @ 8' ON CENTER
7.6" DENSE GRADED AGGREGATE BASE
8.COMPACTED SUBGRADE
9.ADJACENT SURFACE, VARIES
LEGEND
8
4
5
7
1
39
A.FORM CONCRETE WITH A 1" X 4" INSET "NOTCH".
ATTACH PRESSURE TREATED 2X8 LUMBER TO EDGE OF
CONCRETE ADJACENT TO "NOTCH", DOWN 1/2" FROM
THE TOP OF CONCRETE CURB. THE TURF RUNS OVER
TOP OF THE LUMBER, AND IS MECHANICALLY SECURED
TO THE LUMBER.
B.TOP OF CONCRETE = TOP OF TURF = FINISHED GRADE
C.PROVIDE SCORING JOINT EVERY 8' OC AND EXPANSION
JOINTS EVERY 24' OC. SEE FENCE POST DETAIL.
D.EXPOSED CONCRETE TO HAVE A LIGHT BROOM FINISH.
NOTES
14"
1.
5
0
'
(
1
8
"
)
13"
2
6
SYNTHETIC TURF PERIMETER CURB
- 42" FENCE OR NO FENCE
1" = 1'-0"
FD-03
1
6'6'
2'
6
6
6
1
7
D
5
SECTION ELEVATION
1.FENCE POST
2.SYNTHETIC TURF SYSTEM
3.SYNTHETIC TURF PERIMETER CURB
4.ADJACENT PLANTING OR PAVING (SEE MATERIALS
AND GRADING PLANS)
5.DENSE GRADED AGGREGATE BASE
6.TOP AND BOTTOM RAIL.
7.VINYL COATED CHAIN LINK FABRIC
8.WINDSCREEN (PER PLANS AND SPECS)
9.12" HIGH CHAIN LINK PAD WITH RIGID BACKING
10.(4) #4 CONTINUOUS THROUGH CURB; 8" LAP
11.#4 TIE @ 8' ON CENTER
LEGEND
NOTES
A.SEE SPECIFICATIONS FOR FENCE MESH MATERIAL.
B.FRONT OF FENCE POST TO ALIGN WITH FRONT OF NET POST.
C.CORE FENCE POST INTO CONCRETE CURB EVERY 8' OC. PROVIDE
SCORING JOINT IN CURBING AT EACH POST AND EXPANSION JOINT
EVERY 3RD POST OR 24'.
D.CHAIN LINK FABRIC AND WINDSCREEN ON FIELD SIDE OF FENCE.
E.PAD SHOULD BE MOUNTED AT BOTTOM OF FENCE SET 1" ABOVE
TOP OF CURB. REFER TO DRAWINGS FOR EXACT LOCATIONS.
F.EXPOSED CONCRETE TO HAVE A LIGHT BROOM FINISH.
8
17"
2.
0
0
'
(
2
4
"
)
3
10
5
2416"
10
1'
-
9
"
11
9
SYNTHETIC TURF PERIMETER CURB @ FIELD END LINES (6' FENCE AND/OR NET POST)
1" = 1'-0"
FD-04
SCALE: 1"=1'-0"
ASPHALT EDGE CONDITION @ FIELD SIDE LINES
FIELD LEVEL
873''-6"
PA-01
L8-01
9"
FD-01
L10-01
6' CHAIN LINK FENCE
FOUNDATION @ ASPHALT
FD-01
L10-01
ALUMINUM ASPHALT
EDGE RESTRAINT, BLACK
COLOR WITH SPIRAL
STEEL STAKE
PROPOSED LANDSCAPE
FD-03
L10-01
ASPHALT PAVEMENT -
PEDESTRIAN
SYNTHETIC TURF SYSTEM
SYNTHETIC TURF PERIMETER
CURB (42" FENCE)
FD-13
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L10-01_FIELD DETAILS-FD.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
FIELD DETAILS -
SPORTS LIGHTS
(FD TYPES)
L10-02
10 ft
(3 m)
2 ft
(600 mm)
Galvanized steel pole
Precast concrete base
Poletop luminaire
assembly
Electrical components
enclosure
Pole & Field Elevation 73'-6"
BRACKET FOR
FUTURE SPEAKERS
@ 30 FEET ABOVE
FINISHED GRADE
BRACKET FOR
FUTURE CAMERA
@ 50 FEET ABOVE
FINISHED GRADE
SPORTS LIGHT POLE
FOUNDATION
70' SPORTS LIGHT POLES F1, F2
SCALE: 1/4" = 1'-0"
SPORTS LIGHT POLES FOUNDATION
SCALE: 1/4" = 1'-0"
10 ft
(3 m)
2 ft
(600 mm)
Galvanized steel pole
Precast concrete base
Poletop luminaire
assembly
Electrical components
enclosure
Pole & Field Elevation 73'-6"
BRACKET FOR
TWO (2) COMMUNITY R2
SPEAKERS
@ 37'-9" ABOVE
FINISHED GRADE
BRACKET FOR
FUTURE CAMERA
@ 50 FEET ABOVE
FINISHED GRADE
SPORTS LIGHT POLE
FOUNDATION
70' SPORTS LIGHT POLES F3
SCALE: 1/4" = 1'-0"
BRACKET FOR
ONE (1) COMMUNITY R2
SPEAKER
@ 26'-3" ABOVE
FINISHED GRADE
10 ft
(3 m)
2 ft
(600 mm)
Galvanized steel pole
Precast concrete base
Poletop luminaire
assembly
Electrical components
enclosure
Pole & Field Elevation 73'-6"
BRACKET FOR
TWO (2) COMMUNITY R2
SPEAKERS
@ 37'-9" ABOVE
FINISHED GRADE
BRACKET FOR
FUTURE CAMERA
@ 50 FEET ABOVE
FINISHED GRADE
SPORTS LIGHT POLE
FOUNDATION
FD-15
70' SPORTS LIGHT POLES F4
SCALE: 1/4" = 1'-0"
BRACKET FOR
ONE (1) COMMUNITY R2
SPEAKER
@ 26'-3" ABOVE
FINISHED GRADE
FD-15FD-15
FD-18
FD-15
FD-17 FD-16
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L10-02_FIELD DETAILS-FD.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
FIELD DETAILS
(FD TYPES)
L10-03FD-21 FIELD SCOREBOARD FOUNDATION
SCALE: 1/4" = 1'-0"
FD-22 FIELD TIMER FOUNDATION
SCALE: 1/4" = 1'-0"
1.TEAM SHELTER
2.42" BLACK VINYL CHAIN LINK FENCE
3.THICKENED CONCRETE FIELD EDGE WITH NOTCH AND WOOD NAILER
4.SYNTHETIC TURF FIELD
5.TRENCH DRAIN
6.CAST-IN-PLACE CONCRETE
7.DENSE GRADED AGGREGATE
8.COMPACTED SUBGRADE
9.TEAM SHELTER FOUNDATION
10.#4 BARS @ 1'-0" O.C.E.W.
11.#4 BARS @ 4'-0" O.C.
12.#4 BARS X CONT.
LEGEND
A.PRELIMINARY FOUNDATION DESIGN FOR TEAM SHELTER; FINAL
STAMPED BY MANUFACTURER DURING SUBMITTAL PROCESS.
B.TEAM SHELTER ATTACHMENT TO FOUNDATION PER TEAM SHELTER
MANUFACTURER.
C.CORE FENCE POST INTO THICKENED CONCRETE SLAB AT FIELD EDGE
NOTES
SCALE: 1"=1'-0"
TEAM SHELTER / FIELD EDGE SECTION
1'
-
6
"
4'-6"
6"
7'-8"
12'-7"
2'-0"
6'-3"
5
2
3
FIELD LEVEL
973'-6"
1'
-
0
"
6"
1
9
1
10 46
7
8
11
12
2'-0"
1.TEAM SHELTER
2.42" BLACK VINYL CHAIN LINK FENCE
3.THICKENED CONCRETE FIELD EDGE WITH NOTCH AND WOOD NAILER
4.SYNTHETIC TURF FIELD
5.TRENCH DRAIN
6.CAST-IN-PLACE CONCRETE
7.TEAM SHELTER FOUNDATION
8.LIMITS OF 6" CONCRETE PAVEMENT
LEGEND
A.PRELIMINARY FOUNDATION DESIGN FOR TEAM SHELTER; FINAL
STAMPED BY MANUFACTURER DURING SUBMITTAL PROCESS.
B.TEAM SHELTER ATTACHMENT TO FOUNDATION PER TEAM SHELTER
MANUFACTURER.
C.SEE TEAM SHELTER / FIELD EDGE SECTION DETAIL FOR CONCRETE
FOUNDATION DESIGN
NOTES
SCALE: 1/2"=1'-0"
TEAM SHELTER AREA / FIELD EDGE PLAN
32'-8" (LIMITS OF TEAM SHELTER AREA CONCRETE)
12
'
-
1
0
"
(
L
I
M
I
T
S
O
F
T
E
A
M
S
H
E
L
T
E
R
A
R
E
A
C
O
N
C
R
E
T
E
)
7'
-
6
"
T
E
A
M
S
H
E
L
T
E
R
32'-0" TEAM SHELTER
10'-9"10'-6"10'-9"
10
"
3'-6"
FENCING OPENING
24'-8"
TEAM SHELTER 42" CHAIN LINK FENCE
3'-6"
FENCE OPENING
24'-0" TRENCH DRAIN
6"6"
1
5
2
3
2
4
FD-19
FD-20
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L10-03_FIELD DETAILS-FD.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
FIELD DETAILS -
FENCING & NETTING
(FN TYPES)
L10-04FD-23
1.ADJACENT PLANTING OR PAVING
2.SYNTHETIC TURF SYSTEM
3.PERIMETER TURF CURB
4.60" NET POST EMBEDDMENT
5.#4 HOOPS @ 12" O.C.
6.CAST-IN-PLACE CONCRETE
FOOTING
7.(6) HOOKED VERTICAL #8 BARS
8.6" DIA X 24' TALL FIELD NETTING
POST
A.SEE SPECIFICATIONS FOR NETTING
DETAILS
B.SEE LAYOUT & MATERIALS PLAN
FOR NET POST SPACING.
C.CONTRACTOR TO CONFIRM
FOUNDATION SIZE WITH
MANUFACTURER.
6
1
7
8
5
4
LEGEND
NOTES
3'
7'
-
0
"
6'
-
0
"
5'
-
0
"
3
2
5
7
PLAN - FOOTING
FIELD NET POST FOUNDATION
1" = 1'-0"
6
42" & 6'-0" BLACK VINYL CHAIN LINK FENCE
NTS
FD-24
FD-26 VEHICULAR SWING GATE
1"=1'-0"
NET POST WITH CAMERA BRACKETS
@ NET POST #3 & NET POST #8
12"X12" AV BOX MOUNTED
TO BACK SIDE OF NET POST
PRE-DRILL 1" WIRING HOLE
ON BACK SIDE.
CL
NOTE:
1.CAMERA MOUNTING HEIGHTS AND CONFIGURATION TO BE VERIFIED THROUGH
SHOP DRAWINGS.
2.FINAL CAMERA AIMING TO BE COORDINATED IN THE FIELD.
3.CAMERA CONNECTION TO POLE AND DRILL HOLE PATTERN T.B.D.
SYNTHETIC TURF PERIMETER
CURB - 6'-0" FENCE
SPORTSFIELD SPECIALTIES TENSION NET POST #3 & #8
26
.
3
3
'
C
A
M
E
R
A
M
O
U
N
T
1/2" = 1'-0"
6" DIA. SPORTSFIELD SPECIALTIES
TENSION NET / CAMERA POST
NOMINAL HEIGHT (27'-0")
POLE BASE OD (6.00")
27
.
0
0
'
N
E
T
P
O
S
T
H
E
I
G
H
T
FIELD NET POST FOUNDATION
MOUNTING BRACKET FOR FUTURE PTZ
CAMERA, TYP. ON FIELD SIDE OF POST.
PRE-DRILL IN FACTORY 1
2" WIRING HOLE
25
.
3
3
'
C
A
M
E
R
A
M
O
U
N
T
24
.
0
0
'
H
E
I
G
H
T
O
F
N
E
T
T
I
N
G
FD-27
L
D
E
P
T
H
B DIA.
VERTICAL
REINFORCEMENT
HORIZONTAL
REINFORCEMENT
CIP CONCRETE FOOTING
CHAIN LINK FENCE FOUNDATION CHART
HEIGHT B
(DIAMETER)
L
(DEPTH)
VERTICAL
REINFORCING
HORIZONTAL
REINFORCING
6 Ft 1'-0"4'-0"6#4 #3 TIES @ 8"
O.C.
3" ASPHALT - PEDESTRIAN
FENCE POST
FINISHED GRADE
6' CHAIN LINK FENCE FOUNDATION @ ASPHALT
N.T.S.
FD-25
Plot Date: 3/24/2025 File: G:\38145.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\L10-04_FIELD DETAILS-FN.dwg Saved By: arenaud
Seal
Drawing No.
Drawing Title:
Key Map
Project Title:
Client Project No:
Drawn By:
Checked By:
Approved By:
Issue Date:03.31.2025
TS, SC
AR, TS
ZC
DRAWING ISSUE & REVISION HISTORY
No.Description Date
Sasaki Project No:
NOT FOR CONSTRUCTION
13800
38145.02
ARCHITECT + LANDSCAPE ARCHITECT
SASAKI
110 Chauncy Street
Boston, MA 02111
TEL. 617.926.3300
www.sasaki.com
CIVIL
TG MILLER
605 West State Street, Suite A
Ithaca, NY 14850
TEL. 607.272.6477
www.tgmillerpc.com
STRUCTURAL
LEMESSURIER
1380 Soldiers Field Road
Boston, MA 02135
TEL. 617.868.1200
www.lemessurier.com
MEP/FP
RFS ENGINEERING
71 Water Street
Laconia, NH 03246
TEL. 603.524.4647
www.rfsengineering.com
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 Longwater Drive, Suite 110
Norwell, MA 02061
TEL. 781.878.3500
www.howeengineers.com
03/31/2025
ISSUE FOR PERMIT
Game Farm Road
Field Hockey Field
Game Farm Road | Ithaca, NY 14853
Cornell University
North
Scale: 1" = 30'
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING, INC.
30 Merritt Parkway, 2nd Floor
Nashua, NH 03062
TEL. 978.433.8972
www.irrigationconsulting.com
Feet
60300
PRESS BOX
PRE-FAB
GOAL STORAGE
15'-0" X 60'-0"
480'TRAVEL DISTANCE
FROM SPECTATOR SEATING
(500' MAX. ALLOWED)
SPECTATOR SEATING
(REMOTE POINT)
SPECTATOR SEATING
(75 SPECTATORS)
TEAM SHELTER
PRE-FAB
12'
188'
220'
32'
28'
TEAM SHELTER
PRE-FAB
OV
E
R
A
L
L
28
'
-
0
"
A1-10
1
A1-20
2
AP
P
R
O
X
I
M
A
T
E
+/
-
6
8
'
-
0
"
AP
P
R
O
X
I
M
A
T
E
+/
-
9
7
'
-
0
"
PHASE 2
TEAM FACILITY
+/- 5,000 SF.
CONFERENCE
LOUNGE
TRAINING / REHAB
MEP
ENTRY
LOCKER RM / RESTROOMS
OFFICESOFFICES
FIELD HOCKEY FIELD
PHASE 2
INDOOR TURF FACILITY
9,400 SF.
PRIMARY
RESTROOM
BUILDING
ALTERNATE #01
TEAM BUILDING
PHASE 1
FIELD AND RESTROOM BUILDING
A1-11
1 ALTERNATE
OPTION
PRIMARY
OPTION
A1-20
8
A1-20
8
APPROXIMATE
+/- 97'-0"
CL
CL
PUBLIC WATER FOUNTAIN
+/
-
9
-
1
"
4'
-
0
"
4'
-
0
"
8'-6"+/- 24'-8"8'-6"
4'
-
0
"
12'-4"12'-4"
20'-10"20'-10"+/- 32'-0"+/- 32'-0"
72'-9"
OVERALL - ALTERNATION
62'-0"
116'-9"
OVERALL - PRIMARY
18'-0"
ALL DIMS
TAKEN FROM
FIELD EDGE
STOR.
(FFE)
TO BE COORDINATED
WITH PRE-FAB SHOP
DRAWINGS
TO BE COORDINATED
WITH PRE-FAB SHOP
DRAWINGS
TO BE COORDINATED
WITH PRE-FAB SHOP
DRAWINGS
APPROXIMATE
+/- 80'-0"
3200
1168S1
Stamp
Project Directory:
Drawing No.
Drawing Title:
Key Plan
Project Title:
Scale:Project No:
Drawn By:
Checked By:
Approved By:
Date:
ARCHITECT + LANDSCAPE
ARCHITECT
SASAKI
BOSTON, MA 02111
110 CHAUNCY STREET
TEL. 617. 926. 3300
WWW.SASAKI.COM
CIVIL
TG MILLER
605 WEST STATE STREET
ITHICA, NT 14850
TEL. 607. 272. 6477
WWW.TGMILLERPC.COM
STRUCTURAL
LEMESSURIER
1380 SOLDIER FIELD RD
BOSTON, MA 02135
TEL. 617. 868. 1200
WWW.LEMESSURIER.COM
MEP/FP
RFS ENGINEERING
71 WATER STREET
LACONIA, NH 03246
TEL. 603. 524. 4647
WWW.RFSENGINEERING.COM
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 LONGWATER DRIVE
NORWELL, MA 02061
TEL. 781. 878. 3500
WWW.HOWEENGINEERS.COM
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING,INC.
30 MERRITT PARKWAY
NASHUA, NH 03062
TEL. 978. 433. 8972
WWW.IRRIGATIONCONSULTING.COM
3/27/2025 10:43:14 AM
1/16" = 1'-0"
13800 -NEW FIELD HOCKEY
FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
OVERALL SITE PLAN
A1-00
11.12.24
RT
LR
38145.00
FC
03/31/2025
ISSUE FOR PERMIT
1/16" = 1'-0"1 OVERALL SITE PHASING PLAN
PHASE 1
FIELD AND RESTROOM BUILDING
PHASE 2
TEAM FACILITY
FUTURE PROJECT NOT IN SCOPE CURRENT PROJECT SCOPE
DWG ISSUE & REVISION HISTORY
No. Description Date
1 ADDENDUM #01 12/18/24
KEYNOTE LIST
1168S1 SCOREBOARD: EXTERIOR, STEEL FRAME
MOUNTED
3200 EXTERIOR IMPROVEMENTS - SEE SITE C
AND L DWGS
OS
J
NEW PARTITION
WINDOW OR LOUVER
NEW DOOR
EXTERIOR GLAZING ASSEMBLY
(EGA)
RECESSED ITEM
FLOOR PLAN LEGEND
NEW POCKET DOOR
NEW DOUBLE DOOR
NEW BEARING WALL
PLYWOOD BLOCKING BETWEEN
STUDS. STARTING AT 2' AFF, AND
EXTENDING UP TO 6' AFF.
REFER TO A0-01 FOR GENERAL NOTES
CONDENSER
: FENCE WITH
SLAT INFILL
MOP SINK
ELECT.
10062
61 SF
REST RM.
10024
UTILITY
10061
10021
10022
10023
10024
10062
REF: A1-11 FOR ALTERNATE LAYOUT OPTION
A2-10
6
A2-10
5
A2-102A2-10 3
1
A2-10
1C1
1C1
1C0
1C0
1C1
1C1
18'-0" OVERALL
28
'
-
0
"
O
V
E
R
A
L
L
4'
-
6
"
3'
-
4
"
4'
-
4
"
3'
-
4
"
4'
-
6
"
3'
-
4
"
4'
-
8
"
6'
-
0
"
6'-0"
4'
-
6
"
3'
-
4
"
3'
-
0
"
3'
-
4
"
1'
-
0
"
3'
-
4
"
9'
-
6
"
28
'
-
0
"
O
V
E
R
A
L
L
7'
-
4
"
7'
-
4
"
7'
-
4
"
3'
-
1
1
/
8
"
9
'
-
0
7
/
8
"
6'
-
0
"
7'-7"
6'-7"8'-3 3/4"
A6-10
1
1C1
A6-109
3200
A4-03
1
1*2*
7 1/2"16'-9"7 1/2"
A*
B*
7
1
/
2
"
26
'
-
9
"
7
1
/
2
"
REST RM.
10021
REST RM.
10022
REST RM.
10023
8'-8 3/4"
12
'
-
2
"
10061
1C0
1C0
1C0
1C0
2'-0"
1'
-
7
"
8'-8 3/4"
A4-03
5 1044E
1028C
1028T17
2201P
: DRINKING FOUNTAIN
DIRECTLY HEATED FLOOR AREA:
(OUTSIDE FACE OF SHEATHING)
465 SF.
EXPOSED CEILING
ELECT.
10062
EXPOSED CEILING
3'
-
0
"
3'
-
0
"
3'
-
0
"
POWER FOR BACK-LIT
SIGNAGE
REST RM.
10024
UTILITY
10061
REF: A1-11 FOR ALTERNATE LAYOUT OPTION
2650L
2650L
2650L
2650L
2650L 2650L
9' - 0" 0951A1 9' - 0" 0951A1
2650L
2650L
2650L
2650L
3'
-
0
"
2650L3'
-
0
"
2650L
3'
-
0
"
2650L 2650L
2650L
9' - 0" 0951A1
2650L
2650L
9' - 0" 0951A1
2650L
RCP LEGEND
SUSPENDED CEILING GRID SYSTEM
EXIT SIGN - CEILING MOUNTED
ARROWS INDICATE DIRECTION
GYPSUM BOARD CEILING
CEILING TYPE KEY
CEILING HEIGHT AFF
CEILING TYPE
STRIP FIXTURE
DOWNLIGHT
SPRINKLER
OCCUPANCY SENSOR
CEILING MOUNTED
SPEAKER
SMOKE DETECTOR
SUPPLY DIFFUSER
SUPPLY RETURN
JUNCTION BOX
CEILING MOUNTED WAP
SECURITY CAMERA
8'-0" DS
REFER TO A0-01 FOR GENERAL NOTES
1/4"/1'-0" SLOPE
CRICKETS
+/- 500 SF. ROOF AREA
ERA-01
1/
4
"
/
1
'
-
0
"
REF: A1-11 FOR ALTERNATE LAYOUT OPTION
0762C
0771G0771G
DOOR TYPE F
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
FRAME TYPE B DOOR TYPE FG
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
DOOR TYPE P
SE
E
S
C
H
E
D
U
L
E
SEE SCHEDULE
FRAME TYPE A
SE
E
S
C
H
E
D
U
L
E
SEE SCHEDULE
2" TYP.
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
2" TYP.
REF: 2/A1-10 FOR ALTERNATE LAYOUT OPTIONUSA-01
1*2*
A*
B*
2 1/2"16'-9"2 1/2"
17'-2"
2
1
/
2
"
26
'
-
9
"
2
1
/
2
"
27
'
-
2
"
EL. +973.64'
T.O. SLAB
1/4" = 1'-0"2 RCP - RESTROOM BUILDING
Stamp
Project Directory:
Drawing No.
Drawing Title:
Key Plan
Project Title:
Scale:Project No:
Drawn By:
Checked By:
Approved By:
Date:
ARCHITECT + LANDSCAPE
ARCHITECT
SASAKI
BOSTON, MA 02111
110 CHAUNCY STREET
TEL. 617. 926. 3300
WWW.SASAKI.COM
CIVIL
TG MILLER
605 WEST STATE STREET
ITHICA, NT 14850
TEL. 607. 272. 6477
WWW.TGMILLERPC.COM
STRUCTURAL
LEMESSURIER
1380 SOLDIER FIELD RD
BOSTON, MA 02135
TEL. 617. 868. 1200
WWW.LEMESSURIER.COM
MEP/FP
RFS ENGINEERING
71 WATER STREET
LACONIA, NH 03246
TEL. 603. 524. 4647
WWW.RFSENGINEERING.COM
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 LONGWATER DRIVE
NORWELL, MA 02061
TEL. 781. 878. 3500
WWW.HOWEENGINEERS.COM
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING,INC.
30 MERRITT PARKWAY
NASHUA, NH 03062
TEL. 978. 433. 8972
WWW.IRRIGATIONCONSULTING.COM
3/27/2025 10:43:18 AM
As indicated
13800 -NEW FIELD HOCKEY
FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
CONSTRUCTION PLAN, RCP
AND ROOF PLAN (PRIMARY)
A1-10
11.12.24
RT
LR
38145.00
FC
03/31/2025
ISSUE FOR PERMIT
KEYNOTE LIST
0762C COPING FASCIA: ALUMINUM,
PREFINISHED
0771G SCUPPER BOX AND DOWNSPOUT
1028C CUSTODIAN'S MOP AND BROOM HOLDER,
WITH SHELF
1028T17 WALL MOUNTED CHANGING STATION
1044E FIRE EXTINGUISHER ON WALL MOUNTED
BRACKET
2201P PLUMBING FIXTURE / SYSTEM - REFER TO
P DRAWINGS
2650L LIGHTING SYSTEM - REFER TO E
DRAWINGS
3200 EXTERIOR IMPROVEMENTS - SEE SITE C
AND L DWGS
1/4" = 1'-0"1 CONSTRUCTION PLAN - RESTROOM BUILDING
DOOR SCHEDULE
FINISH SCHEDULE
1/4" = 1'-0"3 ROOF PLAN - RESTROOM BUILDING
MARK
ROOMS
FIRE RATING
FRAME
WIDTH
(INCHES)
HEIGHT
(INCHES)
DOOR DETAILS
REMARKS
HARDWARE
SET
FROM ROOM NUMBER &
NAME
TO ROOM NUMBER &
NAME MATERIAL FRAME TYPE MATERIAL TYPE HEAD JAMB SILL
10021 10021 REST RM.0811F1 A 36"96"0811D1 F 2
10022 10022 REST RM.0811F1 A 36"96"0811D1 F 2
10023 10023 REST RM.0811F1 A 36"96"0811D1 F 2
10024 10024 REST RM.0811F1 A 36"96"0811D1 F 2
10061 10061 UTILITY 0811F1 A 36"96"0811D1 F 10
10062 10062 ELECT.0811F1 A 36"96"0811D1 F 11
ROOM NUMBER ROOM NAME
ROOM STYLE
CODE FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH COMMENTS
10021 REST RM.0967F 0967B 0664P 0951A1
10022 REST RM.0967F 0967B 0664P 0951A1
10023 REST RM.0967F 0967B 0664P 0951A1
10024 REST RM.0967F 0967B 0664P 0951A1
10061 UTILITY 0330C 0965B 0990N1 EXPOSED
10062 ELECT.0330C 0965B 0991N1 EXPOSED
1/4" = 1'-0"4 SLAB PLAN - TEAM BUILDING
FINISH LEGEND:
0330C: EXPOSED/SEALED CONCRETE SLAB
0664P: FIBERGLASS REINFORCED PLASTIC (FRP) WALL PANELS
0967F:RESINOUS FLOORING
0967B:RESINOUS COVE BASE
0991N1: PAINTED GYP. PARTITION OR CEILING (WHITE)
0951A1: ACT CEILING
DWG ISSUE & REVISION HISTORY
No. Description Date
1 ADDENDUM #01 12/18/24
OS
OS
OS
OS
OS
OS
J
NEW PARTITION
WINDOW OR LOUVER
NEW DOOR
EXTERIOR GLAZING ASSEMBLY
(EGA)
RECESSED ITEM
FLOOR PLAN LEGEND
NEW POCKET DOOR
NEW DOUBLE DOOR
NEW BEARING WALL
PLYWOOD BLOCKING BETWEEN
STUDS. STARTING AT 2' AFF, AND
EXTENDING UP TO 6' AFF.
REFER TO A0-01 FOR GENERAL NOTES
A2-11
6
A2-11
5
A2-112A2-11 3
4
A2-11
1
A2-11
48 SF
REST RM.
10021
61 SF
REST RM.
10024
130 SF
UTILITY
10061
48 SF
REST RM.
10022
48 SF
REST RM.
10023
110 SF
GOALIE RM.
101
146 SF
TRAINING
102
119 SF
ENTRY
10040
89 SF
CIRCULATION
10041
10021
10022
10023
10024
10062
101
104
102
BENCH
SHOE DRYER (FFE)
TA
P
I
N
G
T
A
B
L
E
(F
F
E
)
SPACE FOR 27 FUTURE
LOCKERS (FFE)
CEILING ABOVE
CEILING ABOVE
38'-0"6'-0"18'-0"
28
'
-
0
"
O
V
E
R
A
L
L
4'
-
8
"
3
'
-
4
"
4
'
-
6
"
3
'
-
4
"
4
'
-
4
"
3
'
-
4
"
4
'
-
6
"
28
'
-
0
"
O
V
E
R
A
L
L
4'
-
0
"
20
'
-
0
1
/
4
"
3'
-
1
1
3
/
4
"
18'-0"6'-0" 6'-0"32'-0"
OVERALL
62'-0"
2'
-
0
"
7'
-
0
"
10040
6'-10 1/2"
13'-10 7/8"21'-6"
7'
-
1
0
3
/
4
"
6'
-
6
1
/
4
"
10
'
-
6
"
3'-4" 2'-6" 3'-6" 2'-6"
6'
-
5
"
17
'
-
4
3
/
4
"
7'
-
4
"
7'
-
4
"
7'
-
4
"
3'
-
1
1
/
8
"
9'
-
0
7
/
8
"
12
'
-
2
"
TA
P
I
N
G
T
A
B
L
E
(F
F
E
)
1248G
0640C
0640N
0965R16'
-
0
"
10061
52 SF
ELECT.
10062
10041
5'-0"8'-6"
6'
-
6
"
4
'
-
0
"
26
'
-
3
1
/
2
"
POWER AND
DATA FOR
FUTURE TV
10
'
-
0
"
1G11C1
1C1
1C1
1G1
1G1
1G0
1G0
1D0
1G1
1G1
1C1
1G1
62'-0"
TEAM ROOM
104
2'-0"
A6-10
1
A6-109
CONDENSER
: FENCE WITH
SLAT INFILL
6'
-
0
"
11'-0"
3200
1'
-
0
"
1 2 3 4 5
7 1/2"16'-9"7'-3"14'-3 7/8"21'-11"1'-1 1/2"
A
B
C
D
7
1
/
2
"
6'
-
1
1
3
/
4
"
17
'
-
9
1
/
4
"
2
'
-
0
"
7
1
/
2
"
1170C
ICE MACHINE
3'-0"6"
0965R1
A2-11 89
3'-0"
6"
6"
6'-7"8'-3 3/4"
1C0 1C0
1C0
1C0 1C1
1C1
1C1
1C0
1C0
1C1
1G1
8'-8 3/4"
7'-7"
8'-8 3/4"
1'
-
2
"
2'-0"
1'
-
7
"
MOP SINK
A4-03
6
A4-03
7
A4-03
44
1'
-
0
"
3'
-
0
"
3'
-
6
1
/
4
"
0967F
6
A4-02
1044E
1044C1
1043C
1043D
1028C
CONDENSER
1028T17
2201P
: DRINKING FOUNTAIN
DIRECTLY HEATED FLOOR AREA:
(OUTSIDE FACE OF SHEATHING)
1,583 SF.
REST RM.
10021
UTILITY
10061
2650L
EXPOSED CEILING
REST RM.
10022
REST RM.
10023
REST RM.
10024
ENTRY
10040
GOALIE RM.
101
CIRCULATION
10041
TRAINING
102
2650L
2650L
2650L
9' - 0" 0951A1
9' - 0" 0951A1
2650L
9' - 0" 0951A1
9' - 0" 0951A1
2650L
9' - 0" 0951A2
10' - 0" 0951A2
10' - 0" 0991N2 11' - 0" 0991N1
2650L 2650L
2650L 2650L
2650L 2650L
ESA-01
ESA-01
ELECT.
10062
EXPOSED CEILING
9' - 0" 0951A2
2650L 2650L
2650L
2650L
2650L
2650L
6'-1"
6'
-
9
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
POWER FOR BACK-LIT
SIGNAGE
TEAM ROOM
104
2650L
2650L
2650L2650L
2650L
2650L 2650L
17
'
-
0
"
2650L
EQ. 8'-0" EQ.
EQ
.
8'
-
6
"
8'
-
6
"
EQ
.
EQ.6'-6"6'-6"EQ.
EQEQ
EQ
.
5
'
-
6
"
5
'
-
6
"
E
Q
.
3'-0"
1224R
2650L
2650L
2650L
2650L
EQ
.
E
Q
.
2650L
2650L
2650L
RCP LEGEND
SUSPENDED CEILING GRID SYSTEM
EXIT SIGN - CEILING MOUNTED
ARROWS INDICATE DIRECTION
GYPSUM BOARD CEILING
CEILING TYPE KEY
CEILING HEIGHT AFF
CEILING TYPE
STRIP FIXTURE
DOWNLIGHT
SPRINKLER
OCCUPANCY SENSOR
CEILING MOUNTED
SPEAKER
SMOKE DETECTOR
SUPPLY DIFFUSER
SUPPLY RETURN
JUNCTION BOX
CEILING MOUNTED WAP
SECURITY CAMERA
8'-0" DS
REFER TO A0-01 FOR GENERAL NOTES
1/4"/1'-0" SLOPE
CRICKETS
1/4"/1'-0" SLOPE
CRICKETS
1/
4
"
/
1
'
-
0
"
ERA-01
0771G0771G0771G
+/- 1600 SF. ROOF AREA
DOOR TYPE F
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
FRAME TYPE B DOOR TYPE FG
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
DOOR TYPE P
SE
E
S
C
H
E
D
U
L
E
SEE SCHEDULE
FRAME TYPE A
SE
E
S
C
H
E
D
U
L
E
SEE SCHEDULE
2" TYP.
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
2" TYP.
USA-01
1 2 3 4 5
A
B
C
D
2 1/2"16'-9" 2 1/2" 6'-10" 2 1/2"36'-3"
2 1/2"6"
61'-2"
2
1
/
2
"
26
'
-
9
"
2
1
/
2
"
27
'
-
2
"
2 1/2" 16'-9" 2 1/2" 6'-10" 2 1/2" 5'-9 1/2"30'-5 1/2"2 1/2"6"
61'-2"
2
1
/
2
"
2'
-
1
1
1
/
2
"
20
'
-
1
0
"
2'
-
1
1
1
/
2
"
2
1
/
2
"
3
1
/
4
"
3
1
/
4
"
4
1
/
2
"
EL. +973.64'
T.O. SLAB
8 1/2"
3'
-
2
"
3'
-
2
"
8 1/2"
1/4" = 1'-0"2 RCP - RESTROOM BUILDING (ALTERNATE #01)
Stamp
Project Directory:
Drawing No.
Drawing Title:
Key Plan
Project Title:
Scale:Project No:
Drawn By:
Checked By:
Approved By:
Date:
ARCHITECT + LANDSCAPE
ARCHITECT
SASAKI
BOSTON, MA 02111
110 CHAUNCY STREET
TEL. 617. 926. 3300
WWW.SASAKI.COM
CIVIL
TG MILLER
605 WEST STATE STREET
ITHICA, NT 14850
TEL. 607. 272. 6477
WWW.TGMILLERPC.COM
STRUCTURAL
LEMESSURIER
1380 SOLDIER FIELD RD
BOSTON, MA 02135
TEL. 617. 868. 1200
WWW.LEMESSURIER.COM
MEP/FP
RFS ENGINEERING
71 WATER STREET
LACONIA, NH 03246
TEL. 603. 524. 4647
WWW.RFSENGINEERING.COM
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 LONGWATER DRIVE
NORWELL, MA 02061
TEL. 781. 878. 3500
WWW.HOWEENGINEERS.COM
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING,INC.
30 MERRITT PARKWAY
NASHUA, NH 03062
TEL. 978. 433. 8972
WWW.IRRIGATIONCONSULTING.COM
3/27/2025 10:43:23 AM
As indicated
13800 -NEW FIELD HOCKEY
FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
CONSTRUCTION PLAN, RCP
AND ROOF PLAN
(ALTERNATE #01)
A1-11
11.12.24
RT
LR
38145.00
FC
03/31/2025
ISSUE FOR PERMIT
KEYNOTE LIST
0640C ARCHITECTURAL WOODWORK: CUSTOM
0640N COUNTERTOP & BACKSPLASH (WHERE
OCCURS) AS SCHEDULED
0771G SCUPPER BOX AND DOWNSPOUT
0965R1 RUBBER FLOORING: TYPE 1
0967F RESINOUS FLOORING
1028C CUSTODIAN'S MOP AND BROOM HOLDER,
WITH SHELF
1028T17 WALL MOUNTED CHANGING STATION
1043C AED CABINET
1043D AUTOMATIC EXTERNAL DEFIBRILLATOR
1044C1 FIRE EXTINGUISHER AND CABINET, TYPE
1
1044E FIRE EXTINGUISHER ON WALL MOUNTED
BRACKET
1170C ICE MACHINE WITH STORAGE BIN
1224R ROLL-DOWN SHADES, MANUAL
1248G ENTRANCE FLOOR MAT
2201P PLUMBING FIXTURE / SYSTEM - REFER TO
P DRAWINGS
2650L LIGHTING SYSTEM - REFER TO E
DRAWINGS
3200 EXTERIOR IMPROVEMENTS - SEE SITE C
AND L DWGS
1/4" = 1'-0"1
CONSTRUCTION PLAN - RESTROOM BUILDING
(ALTERNATE #01)
ROOM NUMBER ROOM NAME
ROOM STYLE
CODE FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH COMMENTS
101 GOALIE RM.0965R1 0965B 0991N1 0951A1
102 TRAINING 0965R1 0965B 0991N1 0951A1
104 TEAM ROOM 0965R1 0965B 0991N1+0991N4 0991N1
10021 REST RM.0967F 0967B 0664P 0951A1
10022 REST RM.0967F 0967B 0664P 0951A1
10023 REST RM.0967F 0967B 0664P 0951A1
10024 REST RM.0967F 0967B 0991N1 0951A1
10040 ENTRY 0965R1 + 1248G 0965B 0991N1+0991N4 0991N2
10041 CIRCULATION 0965R1 0965B 0991N1 0951A1
10061 UTILITY 0330C 0965B 0991N1 EXPOSED
10062 ELECT.0330C 0965B 0991N1 EXPOSED
FINISH LEGEND:
0330C: EXPOSED/SEALED CONCRETE SLAB
0640C: QUARTER SAWN WHITE OAK
0664P: FIBERGLASS REINFORCED PLASTIC (FRP) WALL PANELS
0965B: RESLIENT BASE
0965R1: RESLIENT FLOORING
0967F:RESINOUS FLOORING
0967B:RESINOUS COVE BASE
0991N1: PAINTED GYP. PARTITION OR CEILING (WHITE)
0991N2: PAINTED GYP. PARTITION OR CEILING (RED)
0951A1: ACT CEILING
1248G: ENTRANCE FLOOR MAT
MARK
ROOMS
FIRE RATING
FRAME
WIDTH
(INCHES)
HEIGHT
(INCHES)
DOOR DETAILS
REMARKS
HARDWARE
SET
FROM ROOM NUMBER &
NAME
TO ROOM NUMBER &
NAME MATERIAL FRAME TYPE MATERIAL TYPE HEAD JAMB SILL
101 10041 CIRCULATION 101 GOALIE RM.0811F2 A 36"84"0811D2 F 8
102 10041 CIRCULATION 102 TRAINING 0811F3 B 39"84"0811D2 P 9
104 104 TEAM ROOM 10041 CIRCULATION 0811F2 A 36"84"0811D2 F 3
10021 10021 REST RM.0811F1 A 36"96"0811D1 F 2
10022 10022 REST RM.0811F1 A 36"96"0811D1 F 2
10023 10023 REST RM.0811F1 A 36"96"0811D1 F 2
10024 10024 REST RM.10040 ENTRY 0811F2 A 36"84"0811D2 F 7
10040 10040 ENTRY 0841D1 CW 36"102"0841D1 FG 1
10041 10040 ENTRY 10041 CIRCULATION 0811F2 A 36"84"0811D2 F 6
10061 10061 UTILITY 10040 ENTRY 0811F2 A 36"84"0811D2 F 5
10062 10062 ELECT.10040 ENTRY 0811F2 A 36"84"0811D2 F 4
DOOR SCHEDULE
FINISH SCHEDULE
1/4" = 1'-0"3 ROOF PLAN - RESTROOM BUILDING (ALTERNATE #01)
1/4" = 1'-0"4 SLAB PLAN - TEAM BUILDING (ALTERNATE #01)
DWG ISSUE & REVISION HISTORY
No. Description Date
1 ADDENDUM #01 12/18/24
OS
J
PRE-FAB BOX SIZE
+/- 24'-0"
PR
E
-
F
A
B
B
O
X
S
I
Z
E
+/
-
9
'
-
0
"
7
A1-20
PRE-FAB SCOPE
(GRAY)
PRE-FAB SCOPE
(GRAY)
PRE-FAB SCOPE
(GRAY)
OVERALL
+/- 24'-8"
OV
E
R
A
L
L
+/
-
9
'
-
8
"
PRESS BOX - LEVEL 2
190 SF. (INTERIOR)
AV RACK PRESS BOX
PANEL
2800
SECURITY CAMERA
2800
SECURITY CAMERA
EWA-11S
INTERIOR FINISHES: LEVEL 1 AND LEVEL 2
0991N1: PAINTED GYP. WALLS AND CEILING (WHITE)
0965B: RESILIENT BASE
FLOORING BY PREFAB MANUFACTURER
DIRECTLY HEATED FLOOR AREA:
(OUTSIDE FACE OF SHEATHING) (LEVEL 1 AND 2)
APPROX. 400 SF.
+/- 24'-0" PRE-FAB BOX SIZE
7
A1-20
PR
E
-
F
A
B
B
O
X
S
I
Z
E
+/
-
9
'
-
0
"
PRE-FAB SCOPE
(GRAY)
PRE-FAB SCOPE
(GRAY)
PRE-FAB SCOPE
(GRAY)
+/- 24'-8" OVERALL
OV
E
R
A
L
L
+/
-
9
'
-
8
"
PRESS BOX - LEVEL 1
190 SF. (INTERIOR)
MUSCO PANELELECT. PANEL
BACKFLOW PREVENTER
PRESS BOX
PANEL
TEL/COM RACK
2800
SECURITY CAMERA
EWA-11S
REFER TO
LANDSCAPE
DRAWINGS FOR
ACCESS RAMP
NEW PARTITION
WINDOW OR LOUVER
NEW DOOR
EXTERIOR GLAZING ASSEMBLY
(EGA)
RECESSED ITEM
FLOOR PLAN LEGEND
NEW POCKET DOOR
NEW DOUBLE DOOR
NEW BEARING WALL
PLYWOOD BLOCKING BETWEEN
STUDS. STARTING AT 2' AFF, AND
EXTENDING UP TO 6' AFF.
REFER TO A0-01 FOR GENERAL NOTES
RCP LEGEND
SUSPENDED CEILING GRID SYSTEM
EXIT SIGN - CEILING MOUNTED
ARROWS INDICATE DIRECTION
GYPSUM BOARD CEILING
CEILING TYPE KEY
CEILING HEIGHT AFF
CEILING TYPE
STRIP FIXTURE
DOWNLIGHT
SPRINKLER
OCCUPANCY SENSOR
CEILING MOUNTED
SPEAKER
SMOKE DETECTOR
SUPPLY DIFFUSER
SUPPLY RETURN
JUNCTION BOX
CEILING MOUNTED WAP
SECURITY CAMERA
8'-0" DS
REFER TO A0-01 FOR GENERAL NOTES
3'
-
6
"
PRE-FAB SCOPE (GRAY)
PRE-FAB SCOPE (GRAY)
0742P
0742C2
PRE-FAB SCOPE (GRAY)
7
A1-20
(6) FASCIA MOUNTED
JUNCTION BOXES FOR
FUTURE COORDINATION
PRE-FAB SCOPE
0742CC
CONNECTIONS/CONDUIT BETWEEN THE
FASCIA MOUNTED JUNCTIONS BOX AND
WATERPROOF OUTLETS/BOX ON THE
INTERIOR OF THE RAILING BY THE
GENERAL CONTRACTOR
FUTURE CAMERA LOCATION
REF: AV DRAWINGS
CLADDING WITHIN PRE-FAB SCOPE
1'
-
0
"
10
'
-
0
"
EQ.+/- 15'-0"EQ.
1014V
EWA-11S
NIC. PROVIDE ALLOWANCE2671F
PRE-FAB SCOPE (GRAY)
2800
CARD READER
PRE-FAB SCOPE (GRAY)
0742C2
CLADDING WITHIN PRE-FAB SCOPE
0742CC
EWA-11S
REFER TO
LANDSCAPE
DRAWINGS FOR
ACCESS RAMP
PRE-FAB SCOPE (GRAY)
PRE-FAB SCOPE (GRAY)
PRE-FAB SCOPE (DASHED)
0742P
7
A1-20
:TYP. AT ALL OUTSIDE CORNER
CONDITIONS
0742CC
0742C2
3'
-
0
"
7'
-
0
"
2800
2800
SEC. CAMERA
CARD READER
CLADDING WITHIN PRE-FAB SCOPE
EWA-11S
LOCKABLE SECURITY
GATE AT TOP OF STAIR.
PRE-FAB SCOPE (GRAY)
0330C
:STRUCTURAL SLAB AND
FOUNDATION WALLS. RE:
STRUCTURAL DRAWINGS
PRE-FAB SCOPE (GRAY)
PRE-FAB SCOPE (GRAY)
PRE-FAB SCOPE (GRAY)
PRE-FAB SCOPE (GRAY)
6"
1'
-
1
"
TOS +972.96'
+973.55'
TOP OF SIDEWALK
7"6"
+/
-
1
1
'
-
5
"
L
O
W
E
R
P
R
E
S
S
B
O
X
+
/
-
9
'
-
8
"
U
P
P
E
R
P
R
E
S
S
B
O
X
+/
-
2
1
'
-
0
"
O
V
E
R
A
L
L
A4-02
12
A4-02
12 Sim
COORDINATE WITH PRESS BOX
+/- 24'-0"
W
/
P
R
E
S
S
B
O
X
CO
O
R
D
.
W
/
P
R
E
S
S
B
O
X
CO
O
R
D
.
CO
O
R
D
I
N
A
T
E
W
I
T
H
P
R
E
S
S
B
O
X
+/
-
1
0
'
-
4
"
USA-01
FROST WALL FOR STAIR SUPPORT.
RE: STRUCTURAL DRAWINGS.
COORDINATE SLAB ELEVATION
WITH PRESS BOX SHOP
DRAWINGS
+/- EL 972.96'
T.O. SLAB
SLAB EXTENSION AND FROST
WALL FOR STAIR SUPPORT.
RE: STRUCTURAL DRAWINGS.
COORDINATED WITH PRESS
BOX SHOP DRAWINGS 1'
-
4
"
A1-20
11
A1-20 10
A1-20
9
PREFABRICATED TEAM SHELTER
STRUCTURE ABOVE.
REF: LANDSCAPE DRAWINGS
EWA-20S
EWA-20S
EWA-20S
OV
E
R
A
L
L
+/
-
7
'
-
6
"
OVERALL
+/- 32'-0"
ALUMINUM BENCH (FFE)
EWA-20S
:TYP. AT ALL OUTSIDE
CORNER CONDITIONS
0742C2
PREFABRICATED
TEAM SHELTER
STRUCTURE ABOVE.
REF: REF: LANDSCAPE
DRAWINGS
0742CC
POWDER COATED STEEL TUBE
BASE (BY MANUFACTURER)
CLADDING WITHIN
PRE-FAB SCOPE
EWA-20S
0742C2
PREFABRICATED TEAM
SHELTER STRUCTURE ABOVE.
REF: LANDSCAPE DRAWINGS
0742CC
CLADDING WITHIN PRE-FAB SCOPE
LEVEL 1
973'-7 3/4"
EWA-20S
0742C2
PREFABRICATED TEAM
SHELTER STRUCTURE ABOVE.
REF: LANDSCAPE DRAWINGS
0742CC
CLADDING WITHIN
PRE-FAB SCOPE
Stamp
Project Directory:
Drawing No.
Drawing Title:
Key Plan
Project Title:
Scale:Project No:
Drawn By:
Checked By:
Approved By:
Date:
ARCHITECT + LANDSCAPE
ARCHITECT
SASAKI
BOSTON, MA 02111
110 CHAUNCY STREET
TEL. 617. 926. 3300
WWW.SASAKI.COM
CIVIL
TG MILLER
605 WEST STATE STREET
ITHICA, NT 14850
TEL. 607. 272. 6477
WWW.TGMILLERPC.COM
STRUCTURAL
LEMESSURIER
1380 SOLDIER FIELD RD
BOSTON, MA 02135
TEL. 617. 868. 1200
WWW.LEMESSURIER.COM
MEP/FP
RFS ENGINEERING
71 WATER STREET
LACONIA, NH 03246
TEL. 603. 524. 4647
WWW.RFSENGINEERING.COM
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 LONGWATER DRIVE
NORWELL, MA 02061
TEL. 781. 878. 3500
WWW.HOWEENGINEERS.COM
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING,INC.
30 MERRITT PARKWAY
NASHUA, NH 03062
TEL. 978. 433. 8972
WWW.IRRIGATIONCONSULTING.COM
3/27/2025 10:43:27 AM
As indicated
13800 -NEW FIELD HOCKEY
FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
CONSTRUCTION PLAN -
PRESS BOX AND TEAM
SHEALTERS
A1-20
11.12.24
RT
LR
38145.00
FC
03/31/2025
ISSUE FOR PERMIT
1/4" = 1'-0"1 CONSTRUCTION PLAN - PRESS BOX
1/4" = 1'-0"2 CONSTRUCTION PLAN - PRESS BOX (LEVEL 1)
PREFABRICATED PRESS BOX SCOPE BREAKDOWN:
PREFABRICATED PRESS BOX INCLUDES:
1. PRESS BOX STRUCTURE AND FRAMING
2. EXTERIOR SHEATHING WEATHER BARRIER
3. EXTERIOR WINDOWS, DOORS AND HARDWARE
4. ROOF, FILMING PLATFORM, GUARDRAIL AND ROOF HATCH
5. EXTERIOR STAIRCASE AND RAILING
6. ALL INTERIOR LIGHTING, MILLWORK
7. PRE-WIRING FOR ELECTRICAL
8. EXTERIOR CLADDING, INSULATION, ATTACHMENT GIRTS AND TRIM
GENERAL CONTRACTOR PROVIDES:
1. FOUNDATION WALLS AND STRUCTURAL SLAB
2. INSTALL INTERIOR WALL AND CEILING FINIHES TO ALLOW FOR A.H.J. INSPECTIONS
3. TIE-IN TO PRE-WIRED ELECTRICAL PANEL AND SUB-PANEL
4. SPORTS LIGHTING PANEL INSTALL
5. INSTALLATION OF SPRINKLER SYSTEM
6. CONNECTION OF ALL AV/IT SCOPE, BETWEEN PRESS BOX CONNECTIONS POINTS AND AV/IT DEVICES.
7. PROVIDE AND INSTALL EXTERIOR SIGNAGE
8. MECHANICAL EQUIPMENT ON LEVELS 1 AND 2.
KEYNOTE LIST
0330C CAST-IN-PLACE CONCRETE
0742C2 METAL WALL PANELS: TYPE 2
0742CC METAL WALL PANELS: CUSTOM FACTORY
BENT PANEL/CORNER
0742P METAL WALL PANELS: 1/8" ALUMINUM
PLATE, PREFINISHED TO MATCH 0742C1
1014V CUSTOM GRAPHICS
2671F FIRE ALARM SYSTEM - REFER TO E
DRAWINGS
2800 ELECTRONIC SAFETY AND SECURITY
SYSTEM - REFER TO S DRAWINGS
1/4" = 1'-0"5 ELEVATION - PRESS BOX - EAST
1/4" = 1'-0"6 ELEVATION - PRESS BOX - NORTH/SOUTH
1/4" = 1'-0"4 ELEVATION - PRESS BOX - WEST
1/4" = 1'-0"7 SECTION - PRESS BOX
1/4" = 1'-0"3 SLAB PLAN - PRESS BOX
1/4" = 1'-0"8 CONSTRUCTION PLAN - TEAM SHELTER (A AND B)
1/4" = 1'-0"11 ELEVATION - TYP. TEAM SHELTER - WEST
1/4" = 1'-0"10 ELEVATION - TYP. TEAM SHELTER - NORTH/SOUTH
1/4" = 1'-0"9 ELEVATION - TYP. TEAM SHELTER - EAST
PREFABRICATED TEAM SHELTER SCOPE BREAKDOWN:
PREFABRICATED TEAM SHELTER INCLUDES:
1. TEAM SHELTER STRUCTURE AND ROOF CLADDING
2. EXTERIOR CLADDING, ATTACHMENT GIRTS AND TRIM
GENERAL CONTRACTOR PROVIDES:
1. 12" THICKENED SLAB BELOW TEAM SHELTER FOR ANCHORAGE
2. WIRING AND MOUNTED OF EXTERIOR ELECTRICAL OUTLETS
GENERAL NOTE:
PRESS BOX AND TEAM SHELTER SCOPE SHOWN
SCHEMATICALLY, FOR COORDINATION PURPOSES ONLY. ALL
FINAL COORDINATION TO BE DONE BASE ON THE APPROVED
TEAM SHELTER AND PRESS BOX SHOP DRAWINGS
DWG ISSUE & REVISION HISTORY
No. Description Date
1 ADDENDUM #01 12/18/24
EXT. WALL LEGEND
METAL PANEL - PROFILE 1EWA-10S
CURTAIN WALL GLAZINGEGA-010880E1
METAL PANEL - PROFILE 2EWA-10S
0742CM METAL PANEL - COMPOSITEEWA-12S
CUSTOM FORMED CORNER PANELS AT ALL
OUTSIDE CORNER CONDITIONS
0742C1
0742C2
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - LOW
982'-7 3/4"
3'
-
8
"
9'
-
4
"
8"
OV
E
R
A
L
L
13
'
-
8
"
1
A2-10
REF: A2-11 FOR ALTERNATE LAYOUT OPTION
EWA-10S
0762C
0742T1
0742C1
0742C2
0742P
CUST.
6"
(17) C2 PANELS
17'-0"
CUST.
6"
0742CC
2'
-
0
"
2601E2
9'
-
0
"
2671F
2'
-
0
"
2'-0"
2132
8'
-
0
"
EQ.+/- 3'-8"EQ.
3'
-
0
"
+
/
-
4
'
-
9
"
2'-0"
1014V
CUST.
+/- 3"
CUST.
+/- 3"
1014E
:CODE SIGNAGE
:NIC. PROVIDE
ALLOWANCE
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - LOW
982'-7 3/4"
OV
E
R
A
L
L
13
'
-
8
"
1
A2-10
REF: A2-11 FOR ALTERNATE LAYOUT OPTION
1
A3-10
EWA-10S
0762C
0742C1
0742C2
0742P
0771G
0742T1
3'
-
8
"
9'
-
4
"
8"
2'-0" 2'-0"2'-0"10'-0 1/2"
1'
-
2
"
1'
-
2
"
0890L1
2'
-
0
"
2601E2
3'-0"
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - LOW
982'-7 3/4"
13
'
-
8
"
EWA-10S
0762C
0742T1
0742C1
0742C2
0742P
3'
-
8
"
9'
-
4
"
8"
0742CM
2'-0"
2'
-
0
"
2601E2
7'
-
0
"
2800
SEC. CAMERA
1'
-
0
"
2'
-
0
"
2'-0"
2201P
8'-0"
:CODE SIGNAGE
1014E
1044K
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - LOW
982'-7 3/4"
4
A2-11
OV
E
R
A
L
L
13
'
-
8
"
4
A3-10
EWA-10S
0762C
0742T1
0811D
0742C1
0742C2
0742P
3'
-
8
"
9'
-
4
"
8"
0742CM
:TYP. AT ALL OUTSIDE
CORNER CONDITIONS
0742CC
CA
M
E
R
A
H
E
I
G
H
T
10
'
-
6
"
2800
SEC. CAMERA
3'-0"
2'
-
0
"
2601E2
1
A3-10
ASSUME CUSTOM PANELS
AT ALL DOOR OPENING
1014E
:CODE SIGNAGE
:BOTTLE FILLER
27
"
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - LOW
982'-7 3/4"
ELECT.
10062
EWA-10S
EWA-10S
EWA-10S
UTILITY
10061
REST RM.
10024
EWA-01C
EWA-01C
ERA-01
0762C
0742C1
0742T1
0742CM
0742C2
EWA-10S
0742P
1/4" / 1'-0"
2201P
7 AXON - TEAM BUILDING
1/4" = 1'-0"6 ELEVATION - TEAM BUILDING - W
1/4" = 1'-0"5 ELEVATION - TEAM BUILDING - E
Stamp
Project Directory:
Drawing No.
Drawing Title:
Key Plan
Project Title:
Scale:Project No:
Drawn By:
Checked By:
Approved By:
Date:
ARCHITECT + LANDSCAPE
ARCHITECT
SASAKI
BOSTON, MA 02111
110 CHAUNCY STREET
TEL. 617. 926. 3300
WWW.SASAKI.COM
CIVIL
TG MILLER
605 WEST STATE STREET
ITHICA, NT 14850
TEL. 607. 272. 6477
WWW.TGMILLERPC.COM
STRUCTURAL
LEMESSURIER
1380 SOLDIER FIELD RD
BOSTON, MA 02135
TEL. 617. 868. 1200
WWW.LEMESSURIER.COM
MEP/FP
RFS ENGINEERING
71 WATER STREET
LACONIA, NH 03246
TEL. 603. 524. 4647
WWW.RFSENGINEERING.COM
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 LONGWATER DRIVE
NORWELL, MA 02061
TEL. 781. 878. 3500
WWW.HOWEENGINEERS.COM
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING,INC.
30 MERRITT PARKWAY
NASHUA, NH 03062
TEL. 978. 433. 8972
WWW.IRRIGATIONCONSULTING.COM
3/27/2025 10:43:31 AM
1/4" = 1'-0"
13800 -NEW FIELD HOCKEY
FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
EXTERIOR ELEVATIONS AND
SECTIONS (PRIMARY)
A2-10
11.12.24
RT
LR
38145.00
RT
03/31/2025
ISSUE FOR PERMIT
KEYNOTE LIST
0742C1 METAL WALL PANELS: TYPE 1
0742C2 METAL WALL PANELS: TYPE 2
0742CC METAL WALL PANELS: CUSTOM FACTORY BENT
PANEL/CORNER
0742CM COMPOSITE METAL PANEL SYSTEM
0742P METAL WALL PANELS: 1/8" ALUMINUM PLATE,
PREFINISHED TO MATCH 0742C1
0742T1 METAL WALL PANEL TRIM: FORMED SHEET METAL
PROFILE, FINISH TO MATCH PANELS
0762C COPING FASCIA: ALUMINUM, PREFINISHED
0771G SCUPPER BOX AND DOWNSPOUT
0811D HOLLOW METAL DOOR
0880E1 IGU, EXTERIOR: TYPE 1 - CLEAR INSULATING
WITH LOW-E COATING, DOUBLE-PANE
[ORIENTATION: N & E]
0890L1 LOUVER, TYPE 1
1014E BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS
1014V CUSTOM GRAPHICS
1044K KNOX BOX
2132 FIRE PROTECTION SYSTEM - REFER TO FP
DRAWINGS
2201P PLUMBING FIXTURE / SYSTEM - REFER TO P
DRAWINGS
2601E2 ELECTRICAL DEVICE: RECEPTACLE
2671F FIRE ALARM SYSTEM - REFER TO E DRAWINGS
2800 ELECTRONIC SAFETY AND SECURITY SYSTEM -
REFER TO S DRAWINGS
1/4" = 1'-0"2 ELEVATION - TEAM BUILDING - N
1/4" = 1'-0"3 ELEVATION - TEAM BUILDING - S
1/4" = 1'-0"1 BUILDING SECTION - TEAM BUILDING - E/W
DWG ISSUE & REVISION HISTORY
No. Description Date
EXT. WALL LEGEND
METAL PANEL - PROFILE 1EWA-10S
CURTAIN WALL GLAZINGEGA-010880E1
METAL PANEL - PROFILE 2EWA-10S
0742CM METAL PANEL - COMPOSITEEWA-12S
CUSTOM FORMED CORNER PANELS AT ALL
OUTSIDE CORNER CONDITIONS
0742C1
0742C2
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
OV
E
R
A
L
L
13
'
-
8
"
CEILING - HIGH
984'-7 3/4"
CEILING - LOW
982'-7 3/4"
1
A2-11
EWA-10S
EGA-01
0742C1
0742C2
0762C
0742T1
0742P
0742CM
1014V
1
A2-10
1
A3-10
2
A3-10
5
A3-10
EWA-12S
3'
-
8
"
9'
-
4
"
8"
EGA-01
2'
-
0
"
2601E2
9'
-
0
"
2671F
1'
-
1
1
1
/
2
"
3'-0"
2201P
2'
-
0
"
2'-0"
2132
+/- 2'-4"
+/
-
1
'
-
0
"
2'-0"
8'
-
0
"
2132
EQ.+/- 3'-8"EQ.
3'
-
0
"
+
/
-
4
'
-
9
"
1014V
6
A4-02
1014E
:CODE SIGNAGE
:NIC. PROVIDE
ALLOWANCE
:NIC. PROVIDE ALLOWANCE
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
OV
E
R
A
L
L
13
'
-
8
"
CEILING - HIGH
984'-7 3/4"
CEILING - LOW
982'-7 3/4"
1
A2-11
EWA-10S
0762C
0742T1
0771G
0742P
0742C1
0742C2
EGA-01
0841T
1
A2-10
3'
-
8
"
9'
-
4
"
8"
0890L1
2'-6" 2'-0"2'-0" 2'-6"
1'
-
7
"
3'-0"
2601E2
2'
-
0
"
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - HIGH
984'-7 3/4"
CEILING - LOW
982'-7 3/4"
OV
E
R
A
L
L
13
'
-
8
"
4
A2-11
0742C1
0742C2
0742C1
0742P
0742T1
EWA-10S
EGA-01
3
A3-10
2'
-
6
"
7'
-
6
"
3'
-
8
"
9'
-
4
"
8"
2'
-
0
"
2601E2
2'-0"
EWA-10S 0742C1
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - HIGH
984'-7 3/4"
CEILING - LOW
982'-7 3/4"
OV
E
R
A
L
L
13
'
-
8
"
4
A2-11
EWA-10S
0742T1
0742P
0811D
0742C1
0742C2
4
A3-10
3'
-
8
"
9'
-
4
"
8"
:TYP. AT ALL OUTSIDE
CORNER CONDITIONS
0742C3
3'-0"
2'
-
0
"
2601E2
10
'
-
6
"
2800
SEC. CAMERA
ASSUME CUSTOM PANELS
AT ALL DOOR OPENING
1014E
:CODE SIGNAGE
:BOTTLE FILLER2201P
27
"
0742CM
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - HIGH
984'-7 3/4"
CEILING - LOW
982'-7 3/4"
GOALIE RM.
101
CIRCULATION
10041 TRAINING
102
ERA-01
EWA-10SEWA-10S
EWA-01CEWA-01C
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - HIGH
984'-7 3/4"
CEILING - LOW
982'-7 3/4"
REST RM.
10021
REST RM.
10024
GOALIE RM.
101
ERA-01
EWA-10S
EWA-10S
EGA-01
0991N2
0640C
EWA-10S
11
"
8
"
1'
-
7
"
EWA-01CEWA-01C
ERA-01
EWA-10S
0742C2
0742C1
1/4" / 1'-0"
0742T1
0742P
2201P
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - HIGH
984'-7 3/4"
EWA-12S
0742CM
10
'
-
0
"
10
'
-
0
"
2'-9" 2'-9" 1'-0"
EQ EQ
8'
-
6
"
2671F
3'
-
0
"
2671F
1'
-
5
"
7'
-
1
0
"
9"
EQ EQ
1044C1
LEVEL 1
973'-7 3/4"
T.O. ROOF FRAMING
985'-7 3/4"
T.O. PARAPET
987'-3 3/4"
CEILING - HIGH
984'-7 3/4"
EWA-10S
2'
-
0
"
1'-0"5'-0"
2601E2
3'
-
0
"
2800
7'
-
0
"
EQ.EQ.
2800
SEC. CAMERA
CARD READER
1044K
:CODE SIGNAGE
1014E
7 AXON - TEAM BUILDING (ALTERNATE)
1/4" = 1'-0"6 ELEVATION - TEAM BUILDING - W (ALTERNATE #01)
1/4" = 1'-0"5 ELEVATION - TEAM BUILDING - E (ALTERNATE #01)
Stamp
Project Directory:
Drawing No.
Drawing Title:
Key Plan
Project Title:
Scale:Project No:
Drawn By:
Checked By:
Approved By:
Date:
ARCHITECT + LANDSCAPE
ARCHITECT
SASAKI
BOSTON, MA 02111
110 CHAUNCY STREET
TEL. 617. 926. 3300
WWW.SASAKI.COM
CIVIL
TG MILLER
605 WEST STATE STREET
ITHICA, NT 14850
TEL. 607. 272. 6477
WWW.TGMILLERPC.COM
STRUCTURAL
LEMESSURIER
1380 SOLDIER FIELD RD
BOSTON, MA 02135
TEL. 617. 868. 1200
WWW.LEMESSURIER.COM
MEP/FP
RFS ENGINEERING
71 WATER STREET
LACONIA, NH 03246
TEL. 603. 524. 4647
WWW.RFSENGINEERING.COM
BUILDING AND FIRE CODE
HOWE ENGINEERS
141 LONGWATER DRIVE
NORWELL, MA 02061
TEL. 781. 878. 3500
WWW.HOWEENGINEERS.COM
FIELD HOCKEY IRRIGATION
IRRIGATION CONSULTING,INC.
30 MERRITT PARKWAY
NASHUA, NH 03062
TEL. 978. 433. 8972
WWW.IRRIGATIONCONSULTING.COM
3/27/2025 10:43:36 AM
1/4" = 1'-0"
13800 -NEW FIELD HOCKEY
FIELD
Game Farm Road | Ithaca, NY 14853
Cornell University
EXTERIOR ELEVATIONS AND
SECTION (ALTERNATE #01)
A2-11
11.12.24
RT
LR
38145.00
RT
03/31/2025
ISSUE FOR PERMIT
KEYNOTE LIST
0640C ARCHITECTURAL WOODWORK: CUSTOM
0742C1 METAL WALL PANELS: TYPE 1
0742C2 METAL WALL PANELS: TYPE 2
0742C3 METAL WALL PANELS: TYPE 3
0742CM COMPOSITE METAL PANEL SYSTEM
0742P METAL WALL PANELS: 1/8" ALUMINUM PLATE,
PREFINISHED TO MATCH 0742C1
0742T1 METAL WALL PANEL TRIM: FORMED SHEET METAL
PROFILE, FINISH TO MATCH PANELS
0762C COPING FASCIA: ALUMINUM, PREFINISHED
0771G SCUPPER BOX AND DOWNSPOUT
0811D HOLLOW METAL DOOR
0841T ALUMINUM-FRAMED ENTRANCE SYSTEM TRIM /
ACCESSORY / ANCHOR
0880E1 IGU, EXTERIOR: TYPE 1 - CLEAR INSULATING
WITH LOW-E COATING, DOUBLE-PANE
[ORIENTATION: N & E]
0890L1 LOUVER, TYPE 1
0991N2 PAINT, INTERIOR, COLOR: 2
1014E BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS
1014V CUSTOM GRAPHICS
1044C1 FIRE EXTINGUISHER AND CABINET, TYPE 1
1044K KNOX BOX
2132 FIRE PROTECTION SYSTEM - REFER TO FP
DRAWINGS
2201P PLUMBING FIXTURE / SYSTEM - REFER TO P
DRAWINGS
2601E2 ELECTRICAL DEVICE: RECEPTACLE
2671F FIRE ALARM SYSTEM - REFER TO E DRAWINGS
2800 ELECTRONIC SAFETY AND SECURITY SYSTEM -
REFER TO S DRAWINGS
1/4" = 1'-0"2 ELEVATION - TEAM BUILDING - N (ALTERNATE #01)
1/4" = 1'-0"3 ELEVATION - TEAM BUILDING - S (ALTERNATE #01)
1/4" = 1'-0"1
BUILDING SECTION - TEAM BUILDING - E/W
(ALTERNATE #01)
1/4" = 1'-0"4
BUILDING SECTION - TEAM BUILDING - N/S
(ALTERNATE #01)
1/4" = 1'-0"8 ELEVATION - TEAM BUILDING - S.B (ALTERNATE #01)
1/4" = 1'-0"9 ELEVATION - TEAM BUILDING N.B (ALTERNATE #01)
DWG ISSUE & REVISION HISTORY
No. Description Date