O-10-16r
STATE OF ILLINOIS
COUNTIES OF LAKE AND COOK
VILLAGE OF DEERFIELD
The undersigned hereby certifies that she is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake
and Cook Counties, Illinois, and that the attached is a true and accurate copy of
Ordinance 0 -10 -16 of the Village of Deerfield, Illinois, Authorizing an Amended Special Use for
Additions and Renovations at Wilmot Elementary School
Dated this June 24, 2010
IFE L. DAVIS
Deputy Village Clerk
Im age # 046851700074 Type: OR
FRecorded: 11/01/2010 at 12:45:53 PM
SS
Receipt #: 2010 - 00058279
�C
Total Amt: $84.00 Pape i of 74
IL Rental Housing Fund: $0.00
, County IL Recorder
Mary Ellen Vanderventer Recorder
,Lake
File6664272
The undersigned hereby certifies that she is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake
and Cook Counties, Illinois, and that the attached is a true and accurate copy of
Ordinance 0 -10 -16 of the Village of Deerfield, Illinois, Authorizing an Amended Special Use for
Additions and Renovations at Wilmot Elementary School
Dated this June 24, 2010
IFE L. DAVIS
Deputy Village Clerk
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Submitted by: Village of Deerfield
850 Waukegan Road
Deerfield, IL 60015
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VILLAGE OF DEERFIELD
LAKE AND COOK COUNTIES, ILLINOIS
ORDINANCE NO. 0 -10 -16
AN ORDINANCE AUTHORIZING AN AMENDED SPECIAL USE FOR
ADDITIONS AND RENOVATIONS AT WILMOT ELEMENTARY SCHOOL
Published in pamphlet form
by authority of the President
and Board of Trustees of the
Village of Deerfield, Lake and
Cook Counties, Illinois, this
PASSED AND APPROVED BY THE
PRESIDENT AND BOARD OF TRUSTEES
OF THE VILLAGE OF DEERFIELD, LAKE
AND COOK COUNTIES, ILLINOIS, this
17th day of May , 2010.
17,h day of May , 2010.
J
VILLAGE OF DEERFIELD
LAKE AND COOK COUNTIES, ILLINOIS
ORDINANCE NO. 0 -10 -16
AN ORDINANCE AUTHORIZING AN AMENDED SPECIAL USE FOR
ADDITIONS AND RENOVATIONS AT WILMOT ELEMENTARY SCHOOL
WHEREAS, Deerfield School District 109 (the "Applicant') is the owner of certain
property commonly known as Wilmot Elementary School at 795 Wilmot Road and legally
described on Exhibit A attached hereto (the "Subject Property") and has petitioned the Village of
Deerfield pursuant to Article 7.02 -A, Paragraph 1, Article 7.06 -B and Article 13.11 of the
Zoning Ordinance of the Village of Deerfield for approval of an amendment to the Special Use
for the Subject Property in the P -1 Public Lands District to permit: (i) a classroom addition at the
north end of Wilmot School consisting of approximately 3,993 square feet including renovations
of approximately 1,100 square feet of the existing reception space at the north end of the Wilmot
School building to add a corridor through the main office (the "North Addition "); (ii) an addition
at the south end of the Wilmot School building consisting of approximately 5,124 square feet
including a 2,996 square foot multipurpose room, together with storage areas, restrooms,
kitchenette and a vestibule (the "South Addition "); (iii) the demolition of the Dale Roenig Center
(DRC) at the northwest corner of the Subject Property to be replaced by a rain garden, a native
planted buffer area and part of a new west parking lot; (iv) the addition of a new west parking lot
consisting of 81 parking spaces with a one -way drop -off lane, designated drop- off /pick -up area
and a bypass lane; (v) the addition of a new soft surface play area of approximately 11,450
square feet to be located south of the new west parking lot; and (vi) a modification to the
-2-
1 l AP
requirement to provide a densely planted 4 -foot high landscape screen along Wilmot Road
(collectively referred to herein as the "Wilmot Additions and Renovations "); and,
V .MREAS, the Plan Commission of the Village of Deerfield held a public hearing on
March 25, 2010 to consider said application, said hearing being held pursuant to public notice
duly given and published as required by statute and conforming in all respects, in both manner
and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance
of the Village of Deerfield; and,
WHEREAS, the Plan Commission of the Village of Deerfield, after considering the
testimony, documentary evidence and supporting materials offered at said public hearing, filed
its report with the President and Board of Trustees containing its written findings of fact and
recommendation that the requested amended Special Use be authorized pursuant to Article 7.02 -
A, Paragraph 1, Article 7.06 -13 and Article 13.11 of the Zoning Ordinance of the Village of
Deerfield to permit the Wilmot Additions and Renovations as an amendment to the Special Use
for the Subject Property in the P -1 Public Lands district; and,
WHEREAS, the President and Board of Trustees of the Village of Deerfield have
determined that the best interests of the Village will be served by the authorization and approval
of an amendment to the Special Use, including a modification to the requirement to provide a
densely planted 4 -foot high landscape screen along Wilmot Road for the new west parking lot, to
perm.it the Wilmot Additions and Renovations as a Special Use of the Subject Property, all to the
extent herein provided;
NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF
TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES,
ILLINOIS, in the exercise of its home rule powers, as follows:
-3-
SECTION 1: That the above and foregoing recitals, being material to this Ordinance,
are hereby incorporated by this reference and made a part of this Ordinance as if fully set forth
herein.
SECTION 2: That the President and Board of Trustees do hereby affirmatively find that
the proposed Wilmot Additions and Renovations, hereby authorized as an amended Special Use
of the Subject Property in P -1 Public Lands District, fully complies with the requirements and
standards for modifications set forth in Article 7.06 -B, and with the requirements and standards
for special uses set forth in Article 7.02 -A, Paragraph 1 and Article 13 -11 of the Zoning
Ordinance of the Village of Deerfield.
SECTION 3: That the President and Board of Trustees of the Village of Deerfield do
hereby authorize and approve the Wilmot Additions and Renovations as more fully described on
the plans and supporting documents incorporated as part of Exhibit B to this ordinance, including
but not limited to: (i) a classroom addition at the north end of Wilmot School consisting of
approximately 3,993 square feet including renovations of approximately 1,100 square feet of the
existing reception space at the north end of the Wilmot School building to add a corridor through
the main office (the "North Addition "); (ii) an addition at the south end of the Wilmot School
building consisting of approximately 5,124 square feet including a 2,996 square foot
multipurpose room, together with storage areas, restrooms, kitchenette and a vestibule (the
"South Addition "); (iii) the demolition of the Dale Roenig Center at the northwest corner of the
Subject Property to be replaced by a rain garden and native planted buffer area; (iv) the addition
of a new west parking lot consisting of 81 parking spaces with a one -way drop -off lane,
designated drop- off/pick -up area and a bypass lane; (v) the addition of a new soft surface play
area of approximately 11,450 square feet to be located south of the new west parking lot; and (vi)
-4-
a modification to the requirement to provide a densely planted 4 -foot high landscape screen
along Wilmot Road, all as an amendment to the Special Use previously approved for the Subject
Property in the P -1 Public Lands District pursuant to Article 7.02 -A, Paragraph 1, Article 7.06 -13
and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, subject to the conditions,
regulations and restrictions set forth in Section 4 of this Ordinance.
SECTION 4: That the approval and authorization of said Special Use is granted subject
to the following additional conditions, regulations and restrictions:
(i) The construction, development, maintenance and use of the Wilmot Additions
and Renovations to the Wilmot School building shall be in accordance with the
site plan, floor plans, elevations, landscape plans, signage plans, traffic control
plans and supporting materials attached hereto and made a part of this Ordinance
as Exhibit B hereof, and with all representations made and submitted by the
Applicant to the Plan Commission and to the President and Board of Trustees;
(ii) Compliance by the Applicant with all other applicable provisions of the
Zoning Ordinance of the Village of Deerfield.
SECTION 5: That the amended Special Use as hereby authorized shall be binding upon
and inure to the benefit of the Applicant and to Applicant's successors, grantees, transferees and
assigns, and any violation of the conditions herein set forth by the Applicant or its successors,
grantees, transferees or assigns shall authorize the revocation of the amended Special Use as
hereby authorized.
SECTION 6: That this Ordinance, and each of its terms, shall be the effective legislative
act of a home rule municipality without regard to whether such Ordinance should: (a) contain
terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b)
legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the
intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of
this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall
-5-
supersede state law in that regard within its jurisdiction.
SECTION 7: That this Ordinance shall be in full force and effect from and after its
passage, approval and publication in pamphlet form as provided by law.
PASSED this 17th day of May , 2010.
AYES: Benton, Farkas, Jester, Oppenhaim, Seiden, Struthers (6)
NAYS: None (0)
ABSENT: None (0)
AB STAIN: None (0 )
APPROVED this 17th day of May , 2010.
ATTEST:
Vil age Clerk
IM
Village President ro1P-Lt
EXHIBIT A
THE NORTHWEST QUARTER OF THE NORTHWEST OF THE NORTHWEST QUARTER OF
SECTION 32, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCPAL MERIDIAN
(EXCEPT THE WEST 333.33 FEET OF THE SOUTH 209.97 FEET THEREOF), IN LAKE
COUNTY, ILLINOIS.
I t 1 I
Exhibit B
Documents Incorporated as Part of the Amended Special Use
for the Wilmot School Additions and Renovations
1. Site Use/Layout Plan.
2. Bike Plan - Existing Wilmot School Site.
3. Bike Plan - Proposed Wilmot School Site.
4. Proposed Color Elevation - Wilmot Elementary School, by Fanning Howey Architects
depicting the north elevation of the Wilmot School additions.
5. Traffic Study for Wilmot Elementary School, dated March 7, 2010, by Sam Schwartz
Engineering.
6. Wilmot Drop -off and Pick -Up Procedures - Back Lot Map.
7. Wilmot School Parking and Vehicle Traffic Rules - Front Lot and Back Lot.
8. Wood Fence Detail Sheet by Fanning Howey Architects, dated 3- 17 -10.
9. Tear sheet for Gardco RADIANT LED Area Luminaires.
10. Tear sheet for Gardco 121 LED performance sconce.
11. Tear sheet for Gardco 4 -inch Straight Square Steel poles.
12. Stormwater Management Report for proposed Wilmot Elementary School addition dated
March 10, 2010 by Manhard Consulting Limited.
13. Plat of Survey and Topography dated Feb. 1, 2010 by Blackledge Land Surveying, Inc.
14. Demolition Plan Sheet GD1.1 dated March 11, 2010 by Fanning Howey Architects.
15. Overall Layout Plan Sheet G1.1 dated March 11, 2010 by Fanning Howey Architects.
16. Details and Sections Sheet G4.1 dated March 11, 2010 by Fanning Howey Architects.
17. Overall Landscape Plan Sheet L1.1 dated March 11, 2010 by Fanning Howey Architects.
18. Untitled storm sewer and drainage plan drawing by Manhard Consulting Limited.
19. Code Plans Sheet A0.1 dated March 11, 2010 by Fanning Howey Architects.
20. Overall Roof Plan Sheet A2.1 dated March 25, 2010 by Fanning Howey Architects.
21. Building Elevations /Sections Sheet A3.1 dated March 11, 2010 by Fanning Howey
Architects.
22. Electrical Site Plan Sheet E2.1 dated March 3, 2010 by Fanning Howey Architects.
23. NuToys Leisure Products Plans and Sketches for 11,450 square foot K -2 playground.
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INTRODUCTION
S AM S C H W A R T Z
E N G I N E E R I N G
Sam Schwartz Engineering PLLC (SSE) was retained to conduct an analysis of the traffic and parking
conditions related to Wilmot Elementary School in Deerfield, Illinois and its proposed expansion. The
purpose of the study was to observe the existing traffic patterns in the area of the school and document
existing issues, estimate the impact that expansion of the school would have on the adjacent roadways,
and then propose strategies to mitigate the issues and make the area as safe as possible for vehicles
and pedestrians. A parking analysis was also conducted to determine if the parking provided by the
school will meet the Village of Deerfield's code.
EXISTING CONDITIONS
Site Location and Area Land -Use
Wilmot Elementary School is located on the southeast corner of the Deerfield and Wilmot Roads. The
area around the school consists of single - family residential homes, a church, and two Deerfield Park
District parks. Wilmot Park is located to the south of the school and James C. Mitchell Park is located to
the north, across Deerfield Road. Figure 1 illustrates the site location on an aerial map.
Roadway Characteristics
A description of the area roadways providing access to the site is provided below:
Deerfield Road is an east -west, principal arterial roadway with a posted speed limit of 30 miles per
hour (mph) and a 20 mph school zone limit adjacent to the site. West of Wilmot Road, Deerfield Road
has a 35 mph speed limit. At its signalized intersection with Wilmot Road, the eastbound direction
provides a left -turn lane, a through lane, and a right -turn lane and the westbound direction provides a
left -turn lane, a through lane, and a combination through /right -turn lane. Deerfield Road is under the
jurisdiction of the Village of Deerfield to the east of Wilmot Road and under the jurisdiction of the Lake
County Division of Transportation to the west of Wilmot Road.
Wilmot Road is a north -south three lane secondary arterial roadway south of Deerfield Road and a
collector road north of Deerfield Road. At its signalized intersection with Deerfield Road, the
northbound and southbound directions of Wilmot Road both provide a separate left -turn lane and a
combination through /right -turn lane. North of the Deerfield Road intersection, Wilmot Road narrows to a
two -lane undivided intersection. Wilmot Road is under the jurisdiction of the Village of Deerfield. The
pavement along Wilmot Road was recently improved.
Appletree Lane is a north -south residential roadway located to the east of the school. It provides one
lane of travel in each direction, with on- street parking on both sides of the street, and is under stop
control at Deerfield Road. No parking is permitted on school days from 7:00 AM to 4:00 PM on the east
side (approximately 625 feet south of Deerfield Road) and on the west side (approximately 350 feet
south of Deerfield Road). A sidewalk connection and a crosswalk to the school are provided from
Appletree Lane. Both sides of the street provide carriage walks.
Brayberry Lane is an east -west residential roadway located to the east of the school and Appletree
Lane. It provides one lane of travel in each direction with on- street parking on both sides of the
roadway. It is under stop sign control at Appletree Lane.
Chicago • Newark a New York • Philadelphia • Tampa • Washington, D.C. • Windsor- Detroit
1700 West Irving Park Road, Suite 202
Chicago, Illinois 60613
Ph (773) 305 -0800 Fax (773) 305 -0805
Page 1
014 .. D _ /D ,1 Lo
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SAM. S C H W A R T Z
E N G I N E E R I N G
Marcie Court is a two -lane local residential roadway west of Wilmot Road. It is provides one lane of
travel in each direction, with on- street parking on both sides of the roadway, and serves eleven single -
family homes. It is under stop sign control at Wilmot Road and it under the jurisdiction of the Village of
Deerfield. There is a posted speed limit of 25 mph.
Bicycle Accommodations
According to the Village of Deerfield Bike Map, both Wilmot Road and Deerfield Road are bike routes.
Wilmot Road to the north is part of the West to North Route, and to the south, it is part of the Southern
East -West Route. The north side of Deerfield Road is part of the East/West Route. Internal connections
are provided within the school's circulation system.
Existing Traffic Volumes
Weekday morning and afternoon peak hour manual traffic counts were conducted at the following
intersections:
• Deerfield Road at Wilmot Road
• Deerfield Road and the North parking Lot Entrance and Exit
• Wilmot Road and Marcie Court
• Wilmot Road and the South Parking Lot Driveway
The counts showed the peak -hours of traffic occurring from 8:00 to 9:00 AM and 3:00 to 4:00 PM.
Within that time frame, the majority of the Wilmot Elementary School traffic occurred between 8:15 to
8:45 AM and 3:30 to 4:00 PM. These peaking characteristics within the overall peak -hour will be
reflected in this traffic study. On regular school days, Wilmot Elementary School starts at 8:45 AM and
ends at 3:10 PM. The existing traffic volumes are shown in Figure 2 and included in the Appendix.
The existing school traffic volumes are shown in Figure 3.
Pedestrians
At the intersection of Deerfield and Wilmot Roads, crosswalks and pedestrian signal heads with push
buttons are provided on all four legs of the intersection. The handicap ramps at the intersection match
up with each crosswalk and crossing guards are present on the east and south legs during school
hours. The existing pedestrian counts are shown in Exhibit 1. Copies of the pedestrian counts are
included in the Appendix.
Exhibit 1
Deerfield/Wilmot Pedestrian Counts
Leg of
Intersection
Morning
Peak Hour
Afternoon
Peak Hour
East Leg
110
95
West Leg
20
5
North Leg
105
35
South Leg
25
10
Chicago a Newark • New York • Philadelphia • Tampa • Washington, D.C. • Windsor- Detroit
1700 West Irving Park Road, Suite 202
Chicago, Illinois 60613
Ph (773) 305 -0800 Fax (773) 305 -0805
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Existing Traffic Operations
In order to quantify the operations of the study intersections, Highway Capacity Software (HCS) was
utilized. HCS is an analysis tool used to define the capacity and delay of an intersection during the
peak hours. The level of service ranges from LOS A to LOS F, with LOS A having minimal delays and
LOS E/F having high levels of delay. Exhibit 2 shows the existing level of service results for each
movement at the study intersections.
Exhibit 2
Existing Intersection Level of Service
Intersection
Morning Peak Hour
Afternoon Peak Hour
EB Lt— B
EB Lt — B
EBTh — F
EBTh — E
EB Rt — C
EB Rt —A
WB Lt — C
WB Lt — C
Deerfield Road
WB Th /Rt - C
WB Th /Rt - C
At
NB Lt - C
NB Lt - C
Wilmot Road
NB Th /Rt — E
NB Th /Rt — D
(Traffic Signal)
SBLt - C
SBLt - C
SB Th /Rt — E
SB Th /Rt — D
OVERALL — F
OVERALL — D
135.5 SEC
42.1 SEC
North Parking Lot
Entrance on
WB Left — LOS C
WB Left — LOS B
Deerfield Road
North Parking Lot Exit
NB Left — LOS F
NB Left — LOS F
On Deerfield Road
NB Right — LOS F
NB Right — LOS C
(Stop Sign)
Marcie Court At
Nb Left — LOS A
NB Left — LOS A
Wilmot Road
EB Left/Right — LOS B
EB Left/Right — LOS B
(Stop Sign)
South Parking Lot Drive
SB Left - LOS A
SB Left - LOS A
At Wilmot Road
WB Left — LOS C
WB Left — LOS C
(Stop Sign)
WB Right — LOS B
WB Right — LOS B
tl3 — tastbouna vvb — vvestoouna Nt3 — NOMDouna Jti — z Oourm ouna
Lt — Left turn movement Th — Through movement Rl — Right turn movement Th/Rt — Combination through/right -turn movement Left/Right — Combination left tuMright-
tum movement
As can be seen from Exhibit 2, there are some vehicular operational issues along Deerfield Road. This
is due to the fact that there are too many vehicles traveling east -west on Deerfield Road. It is a three -
lane residential roadway between Appletree Lane and the rail tracks and was not designed to
Chicago • Newark • New York • Philadelphia • Tampa • Washington, D.C. • Windsor- Detroit
1700 West Irving Park Road, Suite 202
Chicago, Illinois 60613
Ph (773) 305 -0800 Fax (773) 305 -0805
OAh. Page 61 r6'P__S
S A M S C H WART Z
E N G I N E E R I N G
accommodate over 2,000 vehicles during the morning peak hour. The cause of the capacity issues at
the intersection of Deerfield Road/Wilmot Road is the volume of eastbound traffic and the one
eastbound lane in can traverse through. In order to minimize the queuing of vehicles on Deerfield
Road, the traffic signal at Wilmot Road must be timed to provide as much east -west green time as
possible for Deerfield Road traffic. While this allows westbound traffic to operate at a good level of
service, it is still not enough to allow eastbound traffic to operate at an acceptable level. And this also
reduces the amount of green time available for Wilmot Road traffic, which causes poor operations and
queuing in the north -south directions. There is no easy solution to mitigating the operations issues at
this intersection. Widening Deerfield Road to provide two through lanes in the eastbound direction
would require the two lanes to be carried for a significant distance to the east of Wilmot Road,
impacting residential properties on the south side of Deerfield Road and would carry a significant cost.
It may be possible to address vehicular demand on Deerfield Road and develop strategies to reduce
the amount of through traffic on the roadway, but that is a regional issue and not one that can be
addressed as part of this project.
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. Chicago, Illinois 60613
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N O- lip -I LO Page 7
ex - '6 '� - <Z t '�L -�
S AM S C H W A R T Z
E N G I N E E R I N G
Existing Field Observations
Field observations were made during the week of December 14th, 2009 and in January 2010 during
cold weather at the school. A number of operational issues were noted and summarized below:
General .Comments:
1. Wilmot Elementary School has a set of Parking and Vehicle Traffic procedures for
parents to drop -off and pick -up their students. A copy is included in the Appendix. As
shown below, many of these procedures are being ignored by drivers at the school.
2. During the morning and afternoon periods, at least half of southbound school traffic
turning left into the South Parking Lot did not use the center median to turn left because
it is striped as a northbound left -turn lane into Marcie Court. This did not cause major
delays on southbound Wilmot Road but it did interfere with southbound through traffic.
3. Appletree Lane has carriage walks on both sides of the street but the majority of them
were not cleared of snow during field observations so children were observed walking in
the roadway.
Morning Arrival
1. During two cycles of the Wilmot/Deerfield traffic signal, northbound traffic queued back
to the school driveway preventing right -turns from exiting.
2. A garbage truck arrived at 8:01 AM in the South Parking Lot and left around 8:05 AM.
3. Within the North parking lot, bus traffic and vehicle drop -off shared the existing curb
space. According the school's procedures, parents are not supposed to use the areas
reserved for the bus. Based on discussion with the project team, previous efforts to keep
cars out of the bus area using signs and cones were ignored.
4. Vehicles were doubled park in the North lot.
5. Drop -offs along Appletree and Brayberry Lanes were minimal.
6. A few drop -offs were observed at the church entrance on Wilmot Road and the students
then crossed Deerfield Road with the help of the crossing guard.
Afternoon Dismissal
1. During the afternoon pick -up, seven cars were parked on both sides of Marcie Court to
avoid the congestion in the South parking Lot. They also created a one -lane road since
the road is not wide enough for parking on both sides. Parents were then walking across
Wilmot Road and bringing their children back across.
2. Several students were observed crossing the South Parking Lot driveway on Wilmot
Road's sidewalk.
3. Several students crossed to the north side of Deerfield Road east of the school.
4. The South Parking Lot was filled and backed up traffic onto Wilmot Road. Northbound
through traffic was bypassing these vehicles by using the center left -turn median.
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OJ,a— Ib - K` Page
6X.65.4 16 93
S AM S C H WART Z
E N G I N E E R I N G
5. Several cars were noted as heading southbound on Wilmot Road and then making a u-
turn at or near the school entrance to head back northbound on Wilmot Road. This issue
does not appear to be related to the school.
6. During several cycles of the Wilmot/Deerfield traffic signal, northbound traffic queued
back to the school driveway preventing right -turns from exiting the school.
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D4'0_ID -1(O Page
eK. 6 S. to a6 a3
S A M S C H W A R T Z
E N G I N E E R I N G
SCHOOL TRAFFIC CHARACTERISTICS
Wilmot Elementary School currently has 540 students served by 70 staff members. It is proposing to
expand its building facilities to meet current educational standards, to improve existing on -site
circulation issues, and, ultimately, to serve a total of 600 students with 75 staff members.
New Circulation Plan
The proposed site plan for the expansion of the school includes significant improvements to the on -site
vehicular circulation. All parent drop- off /pick -up activity will take place in the Wilmot Road parking lot.
The Deerfield Road parking lot will be gated off and only school buses and teachers will be permitted to
use this lot. The Wilmot parking lot will be expanded to provide additional parking and additional space
for parents to queue in the afternoon and wait for school to dismiss.
School Trip Generation
SSE estimated the number of trips generated by the school using the existing traffic counts and used
this estimate to forecast the future trips for the ultimate population and the revised site plan. The
morning and afternoon peak hour traffic volumes were increased by 10.6% to reflect the potential
increase in the number of students and staff. Given the existing on -site parking and pick -up constraints
at the current school during the dismissal period, it is possible that some parents do not drive to the
school to pick up their children due to the congestion at the school. Improving the traffic circulation may
induce more vehicular demand at the school. An additional 20% increase was included in the
afternoon traffic volumes to account for this induced demand. The adjusted trip estimates for the
school are shown in Exhibit 3.
Exhibit 3
Wilmot Elementary School Trip Generation
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D A,S D, /O r �w Page 10
Morning Arrival Peak —
Afternoon Dismissal Peak
Scenario
Size
Vehicle Trips
— Vehicle Trips
In
Out
Total
In
Out
Total
Existing
540
School
students
285
215
500
80
110
190
and 70 staff
600
Expansion
students
315
240
555
105
150
255
and 75 staff
60
Net Change
students
30
25
55
25
40
65
and 5 staff
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D A,S D, /O r �w Page 10
S AM 5 C H W A R T Z
E N G I N E E R I N G
Trip Distribution
The trip distribution for the school was based on existing traffic counts at the school and the school
boundaries (see Appendix). The trip distribution for the site is shown on Exhibit 4 and Figure 4.
Exhibit 4
Directional Distribution
Direction
Inbound
Outbound
North on Wilmot Road
25%
25%
South on Wilmot Road
15%
15%
East on Deerfield Road
20%
40%
West on Deerfield Road
40%
20%
Total
100%
100%
Trip Assianment
The future vehicular trips that are expected to be generated by the full build out of the school, shown in
Exhibit 4, were distributed to the area roadways based on the directional distribution analysis. Figure 5
displays the trip assignment for the future school traffic volumes with the new traffic circulation patterns.
Figure 6 shows the Total Traffic volumes, which are the sum of the existing non - school traffic volumes
and the future school traffic volumes.
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Ph (773) 305 -0800 Fax (773) 305 -0805
0-10-10 Page 11
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ANALYSIS
Capacity Analysis
In order to determine the impact of the project traffic on the study area intersections and the project
access drive, Highway Capacity Software (HCS) was utilized again. Exhibit 5 shows the level of
service results for the study intersections.
Exhibit 5
Future Intersection Level of Service
Intersection
Morning Peak Hour
Afternoon Peak Hour
EB Lt — B
EB Lt— B
EBTh — F
EBTh — E
EB Rt —C
EB Rt —A
Deerfield Road
WB Lt — C
WB Lt — C
At
WB Th /Rt - C
WB Th /Rt - C
NB Lt - C
NB Lt - C
Wilmot Road
NB Th /Rt — F
NB Th /Rt — D
(Traffic Signal)
SBLt - C
SBLt - C
SB Th /Rt — F
SB Th /Rt — D
OVERALL — F
OVERALL — D
155.4 SEC
40.8 SEC
North Parking Lot
Entrance on
WB Left — LOS B
WB Left — LOS B
Deerfield Road
North Parking Lot Exit
NB Left — LOS F
NB Left — LOS F
On Deerfield Road
NB Right — LOS D
NB Right — LOS C
(Stop Sign)
Marcie Court/New Access
NB Left — LOS A
NB Left — LOS A
Drive At
SB Left - LOS A
SB Left - LOS A
Wilmot Road
EB Left/Right — LOS D
EB Left/Right — LOS B
(Stop Sign)
WB Left — LOS D
WB Left — LOS B
WB Right — LOS B
WB Ri ht — LOS B
As can be seen from Exhibit 5, the eastbound, northbound, and southbound traffic will continue to
experience operational delay at the intersection of Deerfield Road and Wilmot Road. With the new
circulation plan, almost all of the parent drop- off /pick -up traffic will have to go through the intersection
twice to enter and exit the new access drive opposite Marcie Court. Though the proposed plan does
add more traffic to the intersection, it does create a much safer circulation plan for the school,
particularly for the children. There are a number of concerns with vehicle /children conflict in the north
parking lot and the proposed circulation pattern eliminates these concerns.
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Page 15
o-- to - ILQ
5. 1 Lp r6 o-1-3
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Traffic Simulation
A simulation of the future vehicular operations was conducted in the study area utilizing the Synchro
and SimTraffic software programs. As expected, there is significant delay at the intersection of
Deerfield Road and Wilmot Road and queuing issues for eastbound, northbound, and southbound
traffic. Northbound traffic on Wilmot does occasionally queue past Marcie Court/New Access Drive.
Signage /striping will be necessary at this intersection to inform northbound drivers not to block the
intersection.
Parking Analysis
According to the Village of Deerfiield's Zoning Ordinance, schools are required to provide either 2
parking spaces for every three staff members or one space for every three persons that can be in the
gymnasium, which ever is greater. For 75 staff members, the required parking is 50 parking spaces.
Based on the gymnasium size of 5,440 square feet and using 15 sq. ft per person, the requirement
would be 121 spaces (5,440/15/3= 120.9). Therefore, using the greater value, the parking requirement
is 121 spaces. The proposed site plan provides a total of 131 parking spaces (exceeding the zoning
requirement). The relocated south lot will have 81 parking spaces. The north lot will have parking for 50
vehicles.
School Bus Access
The existing school bus access is provided within the existing north parking lot on the north side of the
building. This circulation pattern will continue in the future and there will be no conflicts between school
buses and parents due to the separation.
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Chicago, Illinois 60613
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Page 16
OAS- 0 -10 1
ex.6 5.1 1 � a3
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S A M S C H W A R T Z
E N G I N E E R I N G
RECOMMENDATIONS
Recommendations for the school expansion were made based on standard traffic engineering
practices.
School Policies
• With the new site plan, Wilmot Elementary School will need to update its drop -off and pick -up
procedures. Some suggested items include:
• No parent or visitor parking in the North lot at any time. This lot will only be for buses
and teacher parking.
• Accessible parking is available in the West Lot.
• North Lot Rules
• Only buses willenter thebus area.
• Parents will be prohibited from entering this parking lot bygates.
• West Lot Rules
Parents using the curb lane for drop -off and pick -up are not allowed to leave their
car. Double parking in the bypass lane is not permitted.
If a parent needs to leave their vehicle, they should park in the West lot and walk
to the school.
• The school must assess the traffic situations after the new parking lot has been completed and
the new circulation plans have been implemented. It is likely that minor adjustments to the
circulation will be needed and that additional recommendations will be necessary to address
parents that may not be following the suggested circulation patterns.
• One person should be assigned to monitor and enforce the rules on a daily basis. This person
could be a teacher or staff member that has been specially trained or a private entity contracted
out by the school.
Wilmot Road
• Post "No U- Turn" signage on southbound Wilmot Road near Marcie Court.
• Signage /striping should be provided at that intersection to alert drivers not to block the
intersection.
O In order to provide a southbound left -turn lane on Wilmot Road at Marcie Court/New Access
Drive, school staff should place cones before the drop- off /pick -up times to allow for a
southbound left -turn lane. The cones should be removed after these times to allow Wilmot
Road to operate as it does now. This will reduce the possibility of southbound traffic on Wilmot
Road being delayed due to left -turn vehicles and improve the safety for left- turning vehicles.
Figure 7 displays this recommendation.
Investigate with the Lake County Division of Transportation ( LCDOT) to give northbound Wilmot
Road traffic additional green time during afternoon dismissal to minimize the chance of vehicles
stacking past the new school driveway. Since the afternoon dismissal falls outside the
commuter rush period, there will be minimal impact on the intersection's overall operation. (A
new traffic signal timing plan has been implemented by the LCDOT during the week of January
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OA 0— lo--I�
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S A M SC H W A R T Z
E N G I N E E R I N G
18th and it has improved /shortened the existing northbound queue. Additional observations and
adjustments can be made after the new parking lot is completed)
North Parking Lot
The North Lot will be modified to improve its operations as part of the expansion. Fifty diagonal parking
spaces are provided for staff and teachers. The parking will be protected by a manually operated gate
that will keep parents out of the parking lot.
1. The bus area is approximately 260 feet long and can accommodate six 40 -foot school buses.
2. A gate is proposed to keep parent traffic out of the parking lot. The gate design should be
reviewed for operational safety issues for whenchildren are present.
3. The North Lot should be restricted to staff parking only and visitor parking should not be
permitted.
4. A painted walkway approximately three feet wide along the southern portion of the parking aisle
between the angled parking spaces to direct students to the curb area.
The South Parking Lot
The South Parking lot will relocated to the site of the current playground by Wilmot Road and its
driveway will be located opposite of Marcie Court. The existing lot will be converted into various
playground and building uses.
1. Relocating the playground away from Wilmot Road and its traffic will provide a safer and more
pleasant environment for the children. Currently, a chain link fence separates the playground
from Wilmot Road.
2. The new driveway should have one inbound lane and two outbound lanes (left- and right -turn
lanes).
3. The drop- off /pick -up area will be significantly increased and a bypass lane will also be provided
in the new design. This will allow more students to be dropped -off or picked up at the same time
minimizing congestion and vehicle stacking. The drive lane for the drop- off /pick -up area will
one -way in the northbound direction.
Pedestrian /Bicycle Routes
1. Students heading south on east side of Wilmot Road should be directed along sidewalk along
the south side of the South Parking Lot so they will not cross the school driveway.
2. Students heading south on the west side of Wilmot Road, north on Wilmot Road (either side),
west on Deerfield Road (either side), and the north side of Deerfield Road to the east should be
directed between the North and South Parking Lots to the pedestrian crosswalks /traffic
signal /crossing guards at Wilmot and Deerfield Roads.
3. Students heading east on the south side of Deerfield Road should walk along the north side of
the school to the sidewalks. A side walk section is needed between the front of the school and
the Deerfield sidewalk system at the northeast corner of the school site.
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Page 18
Oaf • o — to— (�
ia. 5 (9 V6 93
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�=5Jr S A M S C H W A R T Z
e�ff E N G I N E E R I N G
Marcie Court
As noted in the existing condition section, school parents are parking along both sides of Marcie Court
near Wilmot Road creating a one -lane road in between that can not accommodate two -way traffic.
Also, for safety reasons, parents must be discouraged from using Marcie Court and walking themselves
and their children across Wilmot Road.
To keep parents from parking on Marcie Court, SSE recommends that on- street parking not be
permitted on both sides of Marcie Court from 3:00 to 4:00 PM on school days near Wilmot Road. On
the north side of the street, this parking restriction would extend west of Wilmot Road and not include
the circular section of Marcie Court. The south side parking restriction should extend from Wilmot Road
to the first residential driveway. These proposed restrictions along with the on -site changes should
prevent parents from using Marcie Court.
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() AS . 0 -10 I �P Page 19
Ex, 6 5, 90 ob 2.1D
nR'S''. /Jf
Existing Wilmot Road
3/7/2010
Proposed Southbound
Left -Turn Lane During
Drop -Off /Pick -Up Hours
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S AM S C H W A R T Z
E N G I N E
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S A M S C H W A R T Z
E N G I N E E. R I N G
The proposed expansion of Wilmot Elementary School is designed to accommodate the additional
educational needs of its current students, allow for a minor growth in school's population, and improve
the existing on -site drop- off /pick -up operations. The new circulation plane is a significant improvement
over the existing operations, improving the safety of the children and allowing for more orderly
operations. It will add more delay to the intersection of Deerfield Road/Wilmot Road, but school traffic
is not the issue at this intersection, the volume of eastbound of through traffic on Deerfield is the
problem. The results of this traffic and parking study indicate that the new West Parking Lot, along with
the minor changes to the North Parking Lot, will have a major benefit for traffic conditions and safety
around the school.
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1700 West Irving Park Road, Suite 202
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Page 21
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Front Parking Lot...Bus Drop Off
WILMOT SCHOOL
PRIMARY PRIMARY
PLAYING BLACKTOP
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fence fence fence fence fence fence TWILIGHT ZONE DROP OFF AND PICK UP AREA
PLEASE DO NOT GET OUT OF YOUR CAR IN TIM DROP OFF OR BYPASS
Droo off DroD off DroD off
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DROP OFF AND PICK UP PROCEDURES
BACK LOT MAP
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Parking and Vehicle Traffic
FRONT LOT
• Front Lot Rules:
• Do NOT stop your car along the front curb. Cars parked in the bus
zone can be ticketed and towed
• Never double park
• Do not block buses
• Never park in the handicapped space unless you have an
appropriate sticker to do so
• Never drive through or around the Do Not Enter signs
• Procedures:
In the morning parents may park in any available space (NOT along the
curb) to drop students off. Parents should walk their child to the
sidewalk. In the afternoon the front lot will be closed off approximately
30 minutes prior to dismissal or when the lot is full. No vehicles other
than buses will be allowed to enter until approximately 3:25, when most
students have departed. This procedure has been put into place to avoid
the dangers of double parking and an overcrowded parking lot.
BACK LOT
Back Lot Rules:
o There is one lane to enter the back parking lot, from Wilmot Road.
After the turn at the east end of the lot, this lane branches off into
two westbound lanes. One lane (closest to the building) is the drop
off and pick up lane and the second lane (farthest away from the
building) is a bypass lane.
o Students may ONLY be dropped off in the lane that runs along the
building. Students should not be let out of their car along the
fences or field. Cars should pull up as far as possible. Students
can then walk to the appropriate playground.
o Never leave vour vehicle when in the by-pass or drop- off/pick -up
lanes!!! This creates a very dangerous situation.
o From 8:50 - 2:45 parents may park in the drop off lane which runs
adjacent to the parking bumpers all the way to the pedestrian
entrance of the primary playground.
o Students may only cross the lot in the crossing area when directed
to do so by Mr. Diaz.
0A,9-0 -10 -1(�P
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o Encourage your children to exit immediately when the bell rings.
This will assist us moving vehicles through the pick -up lane.
SUGGESTIONS and COMMENTS
• Use the walk -way off of Appletree Lane
• Walk when possible
• Carpool
• Arrange to meet older students after 3:15
• Use the crosswalks
• I expect all parents to follow the Wilmot parking rules listed above to
ensure the safety of our children. I understand that they may be
inconvenient and I am open to suggestions: Please be patient.
• Please share these rules with grandparents and other caregivers who may
drop off or pick up your child.
Thank you for your support of these procedures. They are designed to keep all
of our Wilmot students safe! O
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Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and
configurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory.
RL Radiant LED Area Luminaire 1 Single Assembly 2 Type II
2 Twin Assembly 3 Type III
2 @90 Twin Assembly at 90° 4 Type IV
3 Triple at 90° 5 Type V
3 @120 Triple at 120°
4 Quad Assembly
-j
Mast Arm Fitter Regdres2.WOD mast arm.
a
Pole Top Fitter for 2 3/8" Tenon
PTF3
t
s is ire Inittal Atrsolute�Lutrans'',
s
Ordeirng
Ftousultg
',
LED
System
ED
rte TYpe 2 .
«a ' -
,°.. Type 3
4
Type S. i
n C aw
length
r OesenpUo n
K ` `.. ,c a...
Quantity
r.ts
c;Wetlsr r
fmA)
,::7ype
60LA
32"
60 watt, (1) LED integral lens array.
54
56
311
4,078
4,228
4,241
4,217
851-A
32"
85 watt, (1) LED integral lens array.
54
87
520
5,714
5,907
5,885
5,816
120LA
46"
120 watt, (2) LED integral lens arrays.
108
112
311
7,889
8,125
7,944
7,862
170LA
46"
170 watt, (2) LED integral lens arrays.
108
174
520
11,007
11,378
11,415
11,614
1. Actual measured system watts are shown
2. LED wattage may vary by +/- 8% due to LED manufacturer forward rod speorcabon and ambient temperature.
3. LED arrays feature LEDs that provide 100 humans per watt when operated at 350 mA LumirWre initial absolute lumens per watt range from 63.3 LPW to 75.7 LPW.
4. Lumen values based on system wattage values shown Lumens values are for luminaires Wining the CW LED Selection, without the DL option. Multiply lumens by .9 for approximate lumen values for the NW LED selection, and
by. 73 for approximate lumen values with DL option Published lumen values based on tests perfamted in mnp&vw with IESNA LM-79.
CW Cool White - 6500 °K - 75 CRI UNIV Accepts 120V through 277V input, 50hz to 60hz.
NW Neutral White - 4300 °K - 75 CRI 347 Includes auxilliary transformer.
480 Includes auxilliary transformer.
BRP Bronze Paint NP Natural Aluminum Paint
BLIP Black Paint OC Optional Color Specify RAL Color, Ex: OC- RAL6005.
WP White Paint SC Special Color Requires Color Chip.
OPTIONS r._ ::. -•
F Fusing SPR
LF Line Fusing
PC Photocontrol and Receptacle
Specify input voltage. DCC
DL Diffusing Lens
HS1 External House Side Shield 60L4ar85LAa*
HS2 2 Part External House Side Shield 12aAo
Surge Protection for 120V
through 277 Input
3471480V surge protection provided by au Ykw barnstormer
Dual Circuit - LED Array Control
120L4 or 170L4 arty. Provides dual level control capabrLry.
Each LED Array can be swindred or drained separatety.
I70LA only.
MF
Mast Arm Fitter Regdres2.WOD mast arm.
PTF2
Pole Top Fitter for 2 3/8" Tenon
PTF3
Pole Top Fitter for 3" to 3 1/2" Tenon
PTF4
Pole Top Fitter for 3 1/2" to 4" Tenon
BD16
Bird Deterrent Spike Kit - 60LA/85LA
BD26
Bird Deterrent Spike Kit - 120LN170LA
5. ft misist
of 25 (BDI) of 45 (BD2) kodiori moldedpbs6c bird deterrent
spikes. Frets installation only.
Philips Gardco 1611 Clovis Barker Road San Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: ( 512) 753 -7855 www.sitelighting.com
® Copyright 2010 Philips Group. All Rights Reserved. International Copyright Secured. Philips Gardoo reserves the right to change materials or modify the design of its product without notification
as part of the company's continuing product improvement program. G20ae01/0210
() A41-0-10-1W F-R.B q'.I q-)A-3
PHILIPS GARDCO 0 RADIANT
LED AREA LUMINAIRES
GENERAL DESCRIPTION: Gardco Radiant LED area luminaires
combine LED performance excellence and advanced Gardco
LED thermal management technology with a distinctly
contemporary architectural style to provide outdoor area lighting
that is both energy efficient and aesthetically pleasing.
HOUSING: The Gardco Radiant LED housing consists of a die cast
aluminum arm adapter, an extruded aluminum housing body with an
integral LED radiant thermal management system, and a die cast
aluminum end cap. The structure is secured with lateral threaded
stainless steel rods running the length of the housing to provide rigidity
and unify the housing structure. Metallic screens are integrated to the
top of the housing to prevent the buildup of dust, dirt and contaminants,
while permitting required air flow for cooling. The housing length is 32 ",
or 46" depending upon the LED wattage of the luminaire.
LED THERMAL MANAGEMENT: The Gardco Radiant LED
housing design provides extruded aluminum integral thermal
radiation fins in the upper housing, combined with lateral air
ways, to provide the excellent thermal management so critical
to long LED system life. Metallic screens are integrated to
the top of the housing to prevent the buildup of dust, dirt and
contaminants, while permitting required air flow for cooling.
LED PERFORMANCE:
�� `40R06 TE6 LUMEN DEPRECIATION
DATAa i�, £�i e
Amblerlt ` ME,
Dmrer
ti LW Hours'F
iTemp nature C¢,
mA
g
, ,s,
311
130,000
25 °C
520
85,000
311
100,000
40 °C
520
60,000
6. Predicted performance derived from LED manufacturer's data and engineering design estimates, based
on IESNA LM-80 methodology. Actual experience may vary due to field application conditions.
7. L,p is the predicted time when LED performance depredates to 70% of in gal lumen output.
OPTICAL SYSTEMS: Lensed LED arrays are set to achieve IES
Type II, Type III, Type IV and Type V distributions. Individual LED
arrays are replaceable.
ELECTRICAL: Luminaires are equipped with an LED driver
that accepts 120V through 277V, 50hz to 60hz, input. Driver
output is based on the LED wattage selected. Component -to-
component wiring within the luminaire will cant' no more than
80% of rated current and is listed by UL for use at 600 VAC at
302 °F /150 °C or higher. Plug disconnects are listed by UL for
use at 600 VAC, 15A or higher.
FINISH: Each standard color luminaire receives a fade and
abrasion resistant, electrostatically applied, thermally cured,
triglycidal isocyanurate (TGIC) textured polyester powdercoat
finish. Standard colors include bronze (BRP), black (BLP), white
(WP), and natural aluminum (NP). Consult factory for specs on
optional or custom colors.
LABELS: All luminaires bear UL or CUL (where applicable) Wet
Location labels.
WARRANTY: Gardco luminaires feature a 5 year limited
warranty. Gardco LED luminaires with LED arrays feature a 10
year limited warranty covering the LED arrays. See Warranty
Information on www.sitelighting.com for complete details and
exclusions.
FULL CUTOFF PERFORMANCE: Fu0 aAoff performance means a luminaire distribution where zero
candela intensity occurs at an angle of 90° above nadir. Additionally, the candela per 1000 lamp lumens does not
numerically exceed 100 (10 percent) at a vertical angle of 80° above nadir. This applies to all lateral angles around
the luminaire.
CUTOFF PERFORMANCE: Cutoff performance means a luminaire distribution where the candela per
1000 lamp lumens does not numerically exceed 25 (25 percent) at an angle at or above 90° above nadir, and
100 (10 percent) at a vertical angle of 80° above nadir. This applies to all lateral angles around the luminaire.
Philips Gardco 1611 Clovis Barker Road San Marcos, TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 www.sitelighting.com
® Copyright 2010 Philips Group. All Rights Reserved. International Copyright Secured. Philips Gardco reserves the right to change materials or modify the design of its product without notification
as pan of the company's continuing product improvement program. Groomumto
C)kA, ,o- fLQ. G--K� B q.. 6 a3
PHILIPS
GARDCO
Notes: Job:
Type:
120 LINE LED
121 LED PERFORMANCE SCONCE
Featuring Demand Response
GENERAL DESCRIPTION: The Gardco 121 LED Performance Sconce provides an energy efficient, architecturally, pleasing solution for wall mount applications. The sloped surface
ribs of the de cast aluminum housing create a distinctly unique aesthetic element, and perform important functions in the Gardco thermal management system. The high performance
LED optical systems produce full cutoff performance, minimizing glare and light trespass. Gardcd's LED technology provides maximized light output and maximum energy savings. The
Demand Response system provides energy savings of up to 90% compared to fixed wattage conventional source luminaires.
CUTOFF PERFORMANCE: 121 LED Sconces mounted in the downlight position provide full Cutoff performance.
PREFIX LED CONTROLS OPTICAL SYSTEM LED WATTAGE LED SELECTION VOLTAGE
FINISH OPTIONS
Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and con-
LF� - `
Cu
' -` (mA) ,
Luminalre Initial Absolute Lumens'
figurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory.
RAT
WTI
• •
OPTICAL
121 121 LED Performance Wall Sconce CWL Constant Wattage - Full Light Output
FT Forward Throw
CWL luminaires with MT optics include a diffusing
2,361
glass lens.
MTt Medium Throw
DR Demand Response - Dual Level Output
50
Demand Response luminaires in FT and WT optics
WT Wide Throw
include a clear glass lens (unless specified with the
DL - diffusing glass lens option), and with MT optics
1. Includes DL - DinushV Glass Lens option .
include a diffusing glass lens.
350
Ordering
Code
LED
Quatrttty
systterrt
Watts2°
LF� - `
Cu
' -` (mA) ,
Luminalre Initial Absolute Lumens'
;. FT
RAT
WTI
CWL - 35LA
30
35
350
2,340
2,361
2,376
CWL - 50LA&
>* 3t)`
50
500
Special Color Requires Color Chip.
OPTION'S
DR - 35LA
30
40
350
1,989
2,361
2,020
,DR-5 "A
-.30
''60
500
3 722 ii
3,114
CW Cool White - 6500 °K - 75 CRI
NW Neutral White - 4300 °K - 75 CRI
2. LED wattage may vary by +/- 8% due to LED manufacturer forward volt specification and ambient temperature. Wattage shown for DR luminaires is wattage in the high mode.
For DR luminaires in the low mode, reduce watts and lumens by 90% to approximate perfromance.
3. LED arrays feature LEDs that provide 100 lumens per watt when operated at 350 mA. Luminaire initial absolute lumens per watt range from 49.7 LPW to 74.4 LPW.
4. Lumen values based on system wattage values shown. Lumen values for DR luminaires are estimated based on the CWL lumen values. Multiply all lumen values shown by .9 for approximate lumen
values for the NW LED selection. MT values include DL option. Mutiply FT and Wr values by.8 to approximate lumen values with DL option. Lumen values and estimates are based on tests
performed in compliance with IESNA LM -79.
UNIV
Accepts 120V through 277V input,
BRP
Bronze Paint WP White Paint
50hz to 60hz.
BLP
Black Paint NP Natural Aluminum Paint
BGP
Beige Paint
OC
Optional Color Specify RAL Color. Ex: OC- RAL6005.
SC
Special Color Requires Color Chip.
OPTION'S
F
Fusing
- DL
Diffusing Glass Lens FT orWroptical systems only. Supplied standard on MT optical systems.
PCB
Button Type Photocontrol
WS
Wall Mounted Box for Surface Conduit Rear entry permitted.
Philips Gardco 1611 Clovis Barker Road San Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 7537855 www.sitelighting.com
® Copyright 2009 Philips Group. All Rights Reserved. International Copyright Secured. Gardco Lighting reserves the right to change materials or modify the design of its product without
notification as pan of the company's continuing product improvement program. G2ooa05112o9
DAA . 0-10 -Ike &.g (6.1 t6 a3
PHILIPS
OF GARDCO
O 1
121 LED PERFORMANCE SCONCE Featuring Demand Response
GENERAL: Each Gardco 121 luminaire is a wall mounted cutoff luminaire
with integrated lensed LEDs mounted in a fixed array. Internal components
are totally enclosed in a rain - tight, dust -tight and corrosion resistant
housing. The housing, back plate and door frame are die cast aluminum. A
choice of three (3) optical systems is available. Luminaires are suitable for
wet locations, mounted in the normal downlight position.
HOUSING: The single -piece stylized housing is die cast aluminum. A
memory retentive gasket seals the housing with the door frame to exclude
moisture, dust, insects and pollutants from the luminaire. A black, die cast
ribbed backplate is included.
DOOR FRAME: A single -piece die cast aluminum door frame integrates
to the housing form. The door frame is hinged closed and secured to the
housing with two (2) captive stainless steel fasteners.
OPTICAL SYSTEMS: LED arrays are set to achieve the wide throw or
forward throw distributions. LED are combined with a diffusing lens to
produce the medium throw distribution. Luminaires ordered with medium
throw optics include a diffusing lens standard.
ELECTRICAL: Luminaires are equipped with an LED driver that accepts
120V through 277V, 50hz to 60hz, input. Driver output is either 350 mA or
500 mA, based on the LED wattage selected. Component -to- component
wiring within the luminaire will carry no more than 80% of rated current
and is listed by UL for use at 600 VAC at 302 °F /150 °C or higher. Plug
disconnects are listed by UL for use at 600 VAC, 15A or higher.
LED THERMAL MANAGEMENT: The 121 design provides deep integral
thermal radiation fins cast into the upper housing to assist in the thermal
management so critical to long LED system life. Metallic screens are placed
over the fins and integrated to the housing to prevent the buildup of dust,
dirt and contaminants, while permitting required air flow for cooling.
DEMAND RESPONSE: Luminaires ordered with Demand Response
include a passive infrared (PIR) motion sensor capable of detecting motion
within 25 feet of the 121 LED Sconce. The PIR sensor is mounted in the
center of the luminaire, near the wall edge of the door frame, approximately
1.5" forward from the wall, and is less than .75" in diameter. When no
motion is detected for 5 minutes, the Demand Response system reduces
the wattage by 90 %, to 10% of the normal constant wattage, reducing the
light level accordingly. When motion is detected by the PIR, the luminaire
returns to full wattage and full light output.
110°
PIR Sensor
� WALL
The PIR sensor is capable of motion detection across a total angle of 110°
from the center of the sensor (55° to either side of center.) The sensor may
be adjusted directionally to maximize detection of motion to one side of the
luminaire if desired based on site traffic patterns.
LED PERFORMANCE:
L , ;� PREDICTED :LUMEN`OEPRECIATION:.DATAS
Ambient
°C
Dnver mA
L H6urs6 r
'o
Temperature
a
..:.
350
>150,000
25 °C
500
100,000
350
1 120,000
40 °C
500
1 70,000
5. Predlated performance shown for CK luminaires only and derived Imm LED manufacturer's data and
engineering design estimates, based on IESNA LM-80 methodology. For DR luminaires, L70 should
exceed the predicted performance shown. Actual experience may vary due to field application conditions.
6. L. is the predicted time when LED performance depredates to 70% of initial lumen output.
FINISH: Each standard color luminaire receives a fade and abrasion
resistant, electrostatically applied, thermally cured, triglycidal isocyanurate
(TGIC) textured polyester powdercoat finish. Standard colors include
bronze (BRP), black (BLP), white (WP), natural aluminum (NP) and beige
(BGP). Consult factory for specs on custom colors.
LABELS: All luminaires bear either UL or CUL (where applicable) Wet
Location labels.
WARRANTY: Gardco luminaires feature a 5 year limited warranty.
Gardco LED luminaires with LED arrays feature a 10 year limited
warranty covering the LED arrays. See Warranty Information on www.
sitelighting.com for complete details and exclusions.
FULL CUTOFF PERFORMANCE: Full artaffpedormanm means a luminaire distribution where zero candela CUTOFF PERFORMANCE: Cutoff Performance means aluminaire distribution where the candela per
imens" Days at an angle of 90° above nadir. Additionally, the candela per 1000 lamp lumens does not numerically 1000 Lamp turners does riot numericaly exceed 25 (25 percent) al an angle at or above 90° above nadir, and
exceed 100 (10 percent) at a vertical angle of 80° above nadir. This applies to all lateral angles around the luminaire. 100 (10 percent) at a vertical angle of 80° above nadir. This applies to all lateral angles around the luminaire.
Mounting Plate
1-4— 31/8' —10
o. 7.94 cm C
5.5"
13.97cm
1 3/4' dia. 3 1/8'
4.4 turn
7.94—
9.5" I
24.13cm Mounting Bolt Patter
Note: Mounting plate center is located in the center of the luminaire width and 2.38' (6.03cm) above the luminaire bottom (lens down position). Splices
must be made in the J -box (by others). Mounting plate must be secured by max. 5/16' (.79cm) diameter bolts (by others) structurally to the wall.
Philips Gardco 1611 Clovis Barker Road San Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 www.sitelighting.com
® Copyright 2009 Philips Group. All Rights Reserved. International Copyright Secured. Gardoo Lighting reserves the right to change materials or modify the design of its product without
notification as part of the company's continuing product improvement program. The 4X optical system is protected by U.S. patent number 5690422. (120009611209
PHILIPS
GARDCO
POLES
Notes: Job:
Type:
4" STRAIGHT SQUARE STEEL
n
GENERAL DESCRIPTION: The Philips Gardco SSS straight steel pole consists of a one -piece square fabricated steel lighting standard. The
carbon steel base plate is secured to the shaft with a continuous circumferential weld providing excellent strength and integrity. The poles are
finished with an electrostatically applied, thermally cured TGIC polyester powdercoat. All poles include anchor bolts, full base cover, hand
hole, ground lug and top cap.
PREFIX HEIGHT SIZE GAUGE DRILLING FINISH OPTIONS
Enter the order code into the appropriate box above. Note: Philips Gardoo reserves the right to refuse a configuration. Not all combinations and configurations are valid.
Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory.
SSS 10'
20'
12'
24'
14'
25'
15'
30'
18'
Natural Aluminum Paint
PP
Prime Painted
BRP
Bronze Paint
BLIP
Blade Paint
WP
White Paint
NP
Natural Aluminum Paint
GV
Galvanized (No Paint)
FPGV
Finished Paint over
liEiGHT
i'(FT)._`
Galvanized (specify color)
4 7
11
OC Optional Color Paint
Specify RAL designation as drown.
ex: OC- RAL7024.
SC Special Color Paint
Specify Must supply color chip.
D1 1 Way T2 2 318 X 4' OD Tenon
D2 2 Way T4 4' X 6' OD Tenon
D3 3 Way
D4 4 Way
FES' Festoon Outlet Side Mount
Bullhorn Brackets
AHHt Additional Hand Hole GM -080'
Single Side Mount
CLt-2 Coupling - Internal thread.
Bullhon Bracket
*Add '- 19'for 1.9 OD or
GMRa Provision for Gardco Motion
24 "for2.4' Co. Refer to
Response System.
Accessory sheet 79415 -26
100 MPH
for details.
1. Indicate height above base and orientation to original hand hole.
2. Indicate sae (12', 34', i', 1 114', 1 12'.)
3. Indudes a 12' Ong placed IW to hard hole, 17 above pole base.
15' to 30' pole heights only.
RelaRefer to Steel Pole Accessories
h et 7941526 for additional
Floodlight and Bullhorn Brackets
CATALOG
NUMBER
POLE SIZE
MAXIMUM LUMINAIRE LOADING'
ANCHOR BOLT DATA"
; ', HIGHwIND
C6ND1T1oNs ..
"NORMAL WIND CONorn*§4.
130 MPH
120 MPH
110 MPH
100 MPH
90 MPH
80 MPH
PREFIX.
liEiGHT
i'(FT)._`
�POLE'''<i
. SIZE -
'ouches),
qi
'GAUGE
k
:EPA+ -P
tNaz £
,weight
-: (IW),.
y.
,_
..EPA -Fr:'
,,Max
' -. (Itrs)
FPA -FT',
iaa:
9ht.
_: (Ibs) -
-
EPA -Fri
EPA-"'
�
EPA -Fr!
'" -BOLT
CaiclE':
(inches)'
.
-: BOLT : SIZE .;(
_" (Inches)
MAX v`
'PROJ. ;.
(inches)..
SSS
10
4
11
9.9
248
12.0
300
14.5
363
18.9
23.9
30.6
8.0°
3/4 x 17 x 3
4.0"
;,SSS
?- 12
4
11 :
`. 7.4
185
9.2
_..
230
11.3
283 ,
14.8
- 18.8' ;
. 24.4
8 0"
;' 3/4 z,17 x 3'
4.0, ;
SSS
14
4
11
5.5
138
7.0
175
8.8
220
11.7
15.1
19.9
8.0'
3/4 x 17 x 3
4.0'
' .SSS
`. 15
4 ,:
it`''
- '3.8
95
5 0
125
` -_67,
�'
168
8.9
11.8;
15:9 "'
•80.,'::.3/4217x3
- ::'4.0' 9
SSS
18
4
11
2.3
58
3.5
88
4.8
120
6.7
9.2
12.6
8.0"
3/4 x 17 x 3
4.0'
SSS
x'20.
":4:.:.'
", 11
9 -
,.. =48
x'33
: ='83.
' 45
67'
•. 96`.:I
80.;-
3/4x;a7:x3'
- 4.07��,;
SSS
20
4
7
4.3
108
5.6
140
7.4
185
8.8
11.8
16.0
8.0'
314 x 17 x 3
4.0'
SSS':�._25
'i4._..
;. 11
:.10, `'._
2.6
48.:x:
e_8.01;:,:
:'3(4x1,7x'3_:,4.0�;
SSS
25
4
7
1.6
40
2.6
65
3.8
95
5.4
7.7
10.8
8.0'
3/4 x 17 x 3
4.0'
.SSS
30
4
7
-
_.
.::12
50:"
. :2.6
4.4
6J ',
8.0.,,
•.3/4x17x3,
4.0'..
'Warning: Additional wind loading, in terms of EPA, from banners, cameras, floodlights and other accessories attached to the pole, must be added
to the luminaire(s) EPA before selecting the pole with the appropriate wind load capability.
"Factory supplied template must be used when setting anchor bolts. Philips Gardco will not honor any claim for incorrect anchorage placement
resulting from failure to use factory supplied templates. -
Philips Gardco 1611 Clovis Barker Road San Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 www.sitelighting.com
® Copyright 2010 Philips Group. All Rights Reserved. International Copyright Secured. Philips Gardw reserves the right to change materials or modfy the design of its product without notification
as pan of the company's continuing product improvement program. 79415.17M10
O AN . 0 -1±0 -Icy max. g It 1 V6 a 3
PHILIPS
GA GARDCO
POLES
4" STRAIGHT SQUARE STEEL
POLE SHAFT: The pole shaft is fabricated from a single -piece of 11 ga The wind velocities are based on 10 mph increments from 80 mph through
(.1196") or 7 ga (.1793 ") commercial carbon steel. The formed steel plate 130 mph. Poles to be located in areas of known abnormal conditions may
is longitudinally welded providing minimum yield strength of 46 KSI. require special consideration. For example: coastal areas and airports.
ANCHOR BASE: The pole anchor base is fabricated from A -36 structural
quality carbon steel with a minimum yield strength of 36 KSI. The base
plate telescopes the pole shaft and is circumferentially welded on both top
and bottom.
ANCHOR BOLTS: Anchor bolts are fabricated from a commercial quality
hot rolled carbon steel bar that meets or exceeds a minimum guaranteed
yield strength of 50,000 psi. Bolts have an "L' bend on one end and
threaded on the opposite end. Anchor bolts are galvanized a minimum of
12" on the threaded end. Four (4) property sized bolts, each furnished with
two (2) regular hex nuts and two (2) flat washers, are provided per pole,
unless otherwise specified.
BASE COVER: A two -piece base cover completely conceals the entire
base plate and anchorage.
HANDHOLE: The reinforced handhole has a nominal rectangular 2" X 4"
inside opening in the pole shaft. Included is a cover plate with attachment
screws. The handhole is located 18" above the base and 180° clockwise
with respect to the luminaire arm when viewed from the top of the pole for
one arm. For two arms the handhole is located directly under one arm.
POLE TOP CAP: Each pole assembly is provided with a removable pole top cap
FINISH: Poles are available with a bronze, natural, white or black
electrostatically applied, thermally cured TGIC polyester powdercoat finish.
STOCK POLES: Poles provided from stock under the Quick Ship program
are drilled for four (4) luminaires at 90° with three (3) hole sets plugged.
DESIGN: The poles as charted are designed to withstand dead loads
and predicted dynamic loads developed by variable wind speeds with an
additional 30% gust factor under the following conditions:
Poles are designed for ground mounted applications. Poles mounted on
structures (such as buildings and bridges) may also necessitate special
consideration requiring Philips Gardco's recommendation.
Height correction factors and drag coefficients are applied to the entire
structure. An appropriate safety factor is maintained based on the minimum
yield strength of the material incorporated in the pole.
WARNING: This design information is intended as a general guideline only.
The customer is solely responsible for proper selection of pole, luminaire,
accessory and foundation under the given site conditions and intended
usage. The addition of any items to the pole, in addition to the luminaire, will
dramatically impact the EPA load on that pole. It is strongly recommended
that a qualified professional be consulted to analyze the loads given the
user's specific needs to ensure proper selection of the pole, luminaire,
accessories, and foundation. Philips Gardco assumes no responsibility
for such proper analysis or product selections. Failure to insure proper
site analysis, pole selection, loads and installation can result in pole
failure, leading to serious injury or property damage.
GENERAL INFORMATION: Mounting height is the vertical distance from
the base of the lighting pole to the center of the luminaire arm at the point of
luminaire attachment.
Twin arms as charted are oriented at 180° with respect to each other. For applications of
two (2) arms at 90° or other multiple arm applications, consult the factory.
WARRANTY: Philips Gardco poles feature a 1 year limited warranty. See
Warranty Information on www.sitelighting.com for complete details and
exclusions.
Cut hale in template 1 /16' larger than diameter of
fuit opening
t _
4.0
SSS4 Pole
Base Cover
314' Anchor Bolts (4)
,Top Nuts (4)
Lock washer'
'(See Note Below)
—Flat Washers (8)
Grout as required
—Grout leveling pole
— Leveling Nuts (4)
Concrete looting
to suit soil
conditions
Anchor Bolt Lock Washers are not normally required and are not included in
standard anchor bolt sets. They are available upon request at additional cost.
NOTE: Factory supplied template must be used when setting anchor bolts.
Philips Gardco will not honor any claim for Incorrect anchorage placement
from failure to use factory supplied templates.
Philips Gardco 1611 Clovis Barker Road San Marcos, TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 www.sitLilghting.com
® Copyright 2010 Philips Group. All Rights Reserved. Intemational Copyright Secured. Philips Gardco reserves the right to change materials or modty the design of its product without notification
as part of the company's continuing product improvement program. rAI51710310
D4. o- to -rco Ex .B 11.a a6 0 3
04.0-10-((o
Ex. 6 /1.3 43 as
I
STORMWATER MANAGEMENT REPORT
PROPOSED WILMOT ELEMENTARY
SCHOOL ADDITION
Village of Deerfield, Illinois
Prepared for:
Fanning -Howey Associates, Inc.
905 S. Woodland Avenue
Michigan City, IN 46360
Prepared by:
Manhard Consulting, Ltd.
900 Woodlands Parkway
Vernon Hills, Illinois 60061
Phone. 847 -634 -5550 / Fax. 847- 634 -0095
March 10, 2010
DA-J.0-/0-l0
EX..B la-1 r6 a3
NN't mor;rn
PROPOSED
WILMOT ELEMENTARY
SCHOOL ADDITION
STORMWATER
MANAGEMENT REPORT
PREPARED BY:
MANHARD CONSULTING, LTD.
900 WOODLANDS PARKWAY
VERNON HILLS, ILLINOIS 60061
(847) 634 -5550
March 10, 2010
0a o- 10'1to
ex-6 la a 06 a 3
r
r
PROPOSED WILMOT ELEMENTARY SCHOOL ADDITION
STORMWATER MANAGEMENT REPORT
VILLAGE OF DEERFIELD, LAKE COUNTY, ILLINOIS
March 10, 2010
INTRODUCTION
This report presents calculations and documentation for the design of the proposed improvements to
Wilmot Elementary School in Deerfield, IL. The purpose of this stormwater narrative is to provide
appropriate information showing that the stormwater design meets or exceeds the requirements of the
Village of Deerfield, Lake County's Watershed Development Ordinance, and generally accepted
engineering practices. The project site is located at the southeast corner of Deerfield Road and Wilmot
Road in the Village. of Deerfield, Lake County, Illinois, Section 32, "rownship 43 North, Range 12
East of the Third Principal Meridian.
FEMA FLOOPLAIN
The FEMA FIRM Panel. #17097CO286G effective November 16, 2006 shows that the project site is
located' outside of the floodplain.
EXISTING CONDITIONS
The property boundary consists of 6.71 acres of developed land including two separate masonry
school buildings, asphalt parking lots, and playground areas consisting of asphalt, grass, and wood
chips. The site was developed prior to October 18, 1992 and does not provide any detention. The
Wilmot Elementary School was improved in 1996 adding an addition to the school building. Per the
Lake County Watershed Development Ordinance, detention is required based on new impervious area
added to a development since the Ordinance effective date of October 18, 1992. Therefore, in this
report the term existing conditions refers to the development prior to 1992, and the proposed
Proposed Wilmot Elementary School Addition
Stormwater Management Report
I� Village of Deerfield. Lake County, Illinois
6 as Page l
z5
iLl a ' " "
CONSULTINC
conditions for this development includes all improvements since 1992. The existing conditions are
based on the Lake County 1993 aerial exhibit and the Plat of Survey prepared in 1987. There are 3.94
acres of impervious area in the existing conditions, which includes half .of Wilmot and Deerfield
Roads. This results in an existing 59% impervious surface ratio. An existing impervious area exhibit
has been attached for reference. The site topography slopes to the south and east. Storm sewer is
located in the existing parking lot adjacent to Deerfield Road and conveys stormwater to the Village
storm sewer located in Deerfield Road. The remainder of the site drains overland to the park located
to. the southeast. The school's overland drainage is ultimately tributary to a storm sewer inlet located
onsite near the southeast corner of the property.
2,1i1Zi1,01 IX419101710100 i
The proposed improvements will consist of two building additions to the elementary school and a new
parking lot along the west property line. The, total hydrologically disturbed land will be
approximately 2.8 acres. The proposed improvements will increase the site impervious area to 4.90
acres. This yields 0.96 acres of new impervious surface created since 1992. A proposed impervious
area exhibit has been attached for reference.
Per the Watershed Development Ordinance (WDO) the development is exempt from providing
stormwater detention since the site was developed prior to 1992 (WDO IV.A2.a), please see the
enclosed Plat of Survey dated 2 -20 -1987 for reference. The site is not considered a Regulated
Development since the new impervious surface is less than 1 acre in size, and the hydrologically
disturbed area is less than 3 acres (WDO IV.A. Lf ).
The proposed development will provide water quality treatment for the "first flush" volume prior to
leaving the site through the implementation of Best Management Practices. The new parking lot along
the west property line will drain to a rain garden located at the northwest corner of the site. The rain
garden will treat the "first flush" rainfall events. The rain garden is sized to detain 0.01 inches of
Proposed Wilmot Elementary School Addition
Stormwater Management Report
V�/ ^ v� Village of Deerfield, Lake County, Illinois
e c- Q V iO( -A4 ,� a3 Page
71' Manh
CONS
runoff for every I% of new impervious surface created by the proposed improvements. A flared end
section.is located at the north edge of the rain garden to bypass the. larger storm events that exceed the
"first flush ". Prior to entering the rain garden a "runoff treatment catch basin" will provide additional
treatment of the stotmwater. At the location where the storm sewer enters the rain garden, rip rap will
be installed to reduce the velocity and eliminate erosion. Minimal slopes-in the storm sewer will also
be utilized to keep pipe velocities low.
The proposed storm sewers are designed for full flow capacity of the 10 -year rainfall event using
StormCAD by Haested Methods. Overland flow routes have been provided in the case of storm sewer
failure. The overland flow will overtop to the southeast maintaining the existing drainage conditions
and avoid impacts to the school building.
EROSION CONTROL MEASURES
An NPDES Permit will be obtained prior to site construction. During construction erosion control
measures including silt fence, silt dike, inlet protection, construction entrance, and erosion control
blanket will be implemented to reduce runoff and improve water quality throughout construction. All
erosion control measures will be done in accordance with state, county and village standards, and will
not be removed until final site stabilization.
CONCLUSION
In our professional opinion, the stormwater design for this project, as described in this report, meets
the requirements set forth by the Village of Deerfield and the Lake County Watershed Development
Ordinance. The proposed improvements will greatly improve the water quality of the site. We
respectfully request your concurrence and approval.
Proposed Wilmot Elementary School Addition
� JJ►► Stormwater Management Report ( /lQC • 0 —to " to Village of Deerfield, Lake County, Illinois
C
Page 3
c. B ia.� � a�
Sincerely,
MANHARD CONSULTING, LTD.
Jerremy D. Foss, P.E.
Project Manager
/(o
�a a6.
ark.
CONSULTING LTD
Proposed Wilmot Elementary School Addition
Stormwater Management Report
Village of Deerfield, Lake County, Illinois
Page 4
a3
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MAP SCALE 1" a 500'
250 0 500 1000
FEET
This Is an official copy of a.portion of the above tafereneod flood map. it _ - --
was extracted using F- MrTOMJrre_ This map door not refect changes
or amendments which may have been made subsequent to the date on the
tfdc block. For the latest product Information about National Flood Insurance
Program tool maps check the FEAAA Flood Map Store at www.mse.ferna.gov
I PANEL 0286G
f !i
FIRM --
f
i
FLOOD. INSURANCE RATE MAP
o
(�
-LAKE COUNTY,
n
! i
ILLINOIS
0
� I
AND INCORPORATED AREAS
1r
i
PANEL. 286 OF 295
IN
(SEE MAP INDEX FOR FIRM PANEL LAYOUT)
S.Q'AfALiL HUMBER P.9 -'YEL %gfj11
04
IIANHOCKSURY. 170359 0256 O
VILLAGE OF
MD
DEERFIELD. 110301 0200 O
I
VILLAGE OF
j
HICHLANDPAF.K. 170367 0286 G
CITY OF
LAKE C"M 170357 0286 G
{i
RIVERWOODS. 110381 0266 G
®
VILLAGE OF
Notice to User. The Map Number shown below
i
should be used when placing map orders; the
i
Community Number Shown above should be
i
i II
used on insurance applications for the abject
a
eomnwndy.
I�
rA+7y MAP NUMBER
17097CO286G
CD
I
�+� MAP REVISED
<y
GA'D SEA NOVEMBER -16, 2006
Federal Fatergency \Iauxrgeulrul Agency
This Is an official copy of a.portion of the above tafereneod flood map. it _ - --
was extracted using F- MrTOMJrre_ This map door not refect changes
or amendments which may have been made subsequent to the date on the
tfdc block. For the latest product Information about National Flood Insurance
Program tool maps check the FEAAA Flood Map Store at www.mse.ferna.gov
T
• 1
- �•tattst.
1 W
LakeCounty
Geographic Information System
Lake County Department of N
Information Technology
18 N County St
Waukegan IL 60085
Map Printed on 2118/2010
PFA IM Ae tal PMogrephy
Major Roads
Railmadf
QParcels
Disclaimer. TNI map is for general IrdennsUffl purposes 0*. A Registered Land Surveyor should be oonsutted to detemdne the precise bea5on Of ==won due ground.
TMS map dow not c —btute a rsgUsf detetmkua" and b not a base for engineering design. TMs map Is vale 4ed to be viewod aM!
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Wilmot Elementary School
Total Site Property =
PROJECT Proposed Wilmot Elemei
Existing vs. Proposed Im
DATE March 10, 2010
6.71 Acres
Existing Impervious (Pre 1992)
Impervious Area = 3.94 Acres
Pervious Area = 2.77 Acres
Percent Impervious = 59%
Proposed Impervious (Post 1992)
Impervious Area = 4.90 Acres
Pervious Area = 1.81 Acres
Percent Impervious = 73%
New Impervious Area =
New Percent Impervious =
Water Quality Treatment
Area Tributary to Rain Garden =
WQ Detention Required =
4.90 Acres
3.94 Acres
0.96. Acres
73%
59%
14%
School Add
ous Area
1.3 Acres
14% x 0.01 in= 0.14 in < .20 Use 0.20 in
(.20in /12ft) x 1.3ac = 0.022 Ac -ft
0.-d- 0- ID -/(P
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THE
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Note I BLA CKLEDGE LAND SURVEY/NC; INC. ! aa«r R".d�g EL. S�. --- ft �bNA� J.U.Li.E. k Co TO, � 70 STATE OF UANDIS
C_ ". F`.�Y. uMly :� 2._ I- p� to —='wft_Nr-NLd C3 528 •bfST STREET COL#� � LAKE Iss
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ORDER NO CbJOCe -li]W now eevi
b, TO A CLMRENT RENEW O� RILE FOLICY FOR EXCEPTAONS.
PROFESSONAL DESVN FM LICENSE � 1�-OR5739.
Nppi� Area in Survey - 292,320 sq ft or 671 Acres LlaERrfwLLE. u#wom
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GUIDELINES AND SPEOICATIONS
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GROUND COVER OR FLOWER BED DETAIL
MO WALE
GENERAL NOTES
1. SPECIES AND SIZING IS SUBJECT TO AVALABILITY AT TIME OF INSTALLATION. THE
CONTRACTOR SHALL SUBMIT OL)V.ITY SUBSITTinoms TO ARCHITECT FOR APPROVAL.
2. PLANT OIWlITTIES SHOWN ON THE PLAN SUPERCEDE THAT WHICH IS NOTED N
THE PLANT SCHEDULE. VERIFY SPACING OF PLANT MATERIAL AND NOTIFY E
ARCHITECT OF ANY DISCREPANCIES. ■ 0
J. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO DIGGING. NOTIFY ARCHITECT OF ANY W V
CONFLICTS. ._
4. ALL PLANTING SHALL BE GONE IN ACCORDANCE WITH THE PROJECT MANUAL O
O
5. ALL PLANT MATERIAL SHALL BE FRESHLY DUG. VIGOROUS. AND IRUE TO SPECIES.
NON-CONFORMING PLANT WTERW. WILL BE REJECTED AND REPLACEMENT SHALL
BE CONTRACTOR'S RESPONSIBILITY.
6. DO NOT APPLY PRE - EMERGENT TO GROUNDCOVER BEDS.
7. CONTRACTOR SMALL PROTECT ALL EXISTING CONDITIONS AT THE TIME OF
INSTALLATION. DAMAGE TO EXISTING CONDITIONS SHALL BE RESTORED TO THEIR
ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. V
1�
8. EROSION CONTROL BLANKET SHALL BE PROVIDED AT ALL AREAS DESKAIATED TO O�
RECEIVE SEED MWURES AS SHOWN ON THE PLAN.
0-W
9. BASE BID LANDSCAPING INCLUDES PLANTING OF PLANTS INDICATED AS $ASE SAO'. ►�j
PROVIDE J- LATER OF DARK SRO" SHREDDED HARDWOOD BARK MULCH N BEDS 1
WHERE BASE BID PLANTS ARE LOCATED. MULCH AROUND ALTERNATE BID' cv)
PLWRLXS SHALL BE CONSIDERED TO BE ALTERNATE BID. .Q
10. BASE RID LAWN WORK STMLL INaUDE SEEDING ALL DISTURBED AREAS LAWN
WORK REOUNED FOR ALTERNATE BID NSTALIATINS SHALL BE CONSIDERED
ALTERNATE BID. LAWN WORK SHALL BE DONE N ACCORDANCE WITH THE PROJECT O
MANUAL
11. PROVIDE ALUMINUM LANDSCAPE EDGING AROUND PERIMETER OF PANTING BEDS
WHERE THEY ABUT WITH LAWN AREA.
12. 9 EXISTING TREES WILL BE REMOVED, 1 TREE WILL BE RELOCATED. AND 17 NEW
TREES WIl BE PLANTED. < $ Q 60
TEw•O- SEEDING DATES A gR' ft 3
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VILLAGE OF DEERFIELD
LAKE AND COOK COUNTIES, ILLINOIS
ORDINANCE NO. 0 -10 -16
AN ORDINANCE AUTHORIZING AN AMENDED SPECIAL USE FOR
ADDITIONS AND RENOVATIONS AT WILMOT ELEMENTARY SCHOOL
Published in pamphlet form
by authority of the President
and Board of Trustees of the
Village of Deerfield, Lake and
Cook Counties, Illinois, this
PASSED AND APPROVED BY THE
PRESIDENT AND BOARD OF TRUSTEES
OF THE VILLAGE OF DEERFIELD, LAKE
AND COOK COUNTIES, ILLINOIS, this
17th day of May , 2010.
17,:h day of May , 2010.
VILLAGE OF DEERFIELD
LAKE AND COOK COUNTIES, ILLINOIS
ORDINANCE NO. 0 -10 -16
AN ORDINANCE AUTHORIZING AN AMENDED SPECIAL USE FOR
ADDITIONS AND RENOVATIONS AT WILMOT ELEMENTARY SCHOOL
WHEREAS, Deerfield School District 109 (the "Applicant ") is the owner of certain
property commonly known as Wilmot Elementary School at 795 Wilmot Road and legally
described on Exhibit A attached hereto (the "Subject Property") and has petitioned the Village of
Deerfield pursuant to Article 7.02 -A, Paragraph 1, Article 7.06 -13 and Article 13.11 of the
Zoning Ordinance of the Village of Deerfield for approval of an amendment to the Special Use
for the Subject Property in the P -1 Public Lands District to permit: (i) a classroom addition at the
north end of Wilmot School consisting of approximately 3,993 square feet including renovations
of approximately 1,100 square feet of the existing reception space at the north end of the Wilmot
School building to add a corridor through the main office (the "North Addition "); (ii) an addition
at the south end of the Wilmot School building consisting of approximately 5,124 square feet
including a 2,996 square foot multipurpose room, together with storage areas, restrooms,
kitchenette and a vestibule (the "South Addition "); (iii) the demolition of the Dale Roenig Center
(DRC) at the northwest corner of the Subject Property to be replaced by a rain garden, a native
planted buffer area and part of a new west parking lot; (iv) the addition of a new west parking lot
consisting of 81 parking spaces with a one -way drop -off lane, designated drop- off /pick -up area
and a bypass lane; (v) the addition of a new soft surface play area of approximately 11,450
square feet to be located south of the new west parking lot; and (vi) a modification to the
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requirement to provide a densely planted 4 -foot high landscape screen along Wilmot Road
(collectively referred to herein as the "Wilmot Additions and Renovations "); and,
WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on
March 25, 2010 to consider said application, said hearing being held pursuant to public notice
duly given and published as required by statute and conforming in all respects, in both manner
and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance
of the Village of Deerfield; and,
WHEREAS, the Plan Commission of the Village of Deerfield, after considering the
testimony, documentary evidence and supporting materials offered at said public hearing, filed
its report with the President and Board of Trustees containing its written findings of fact and
recommendation that the requested amended Special Use be authorized pursuant to Article 7.02 -
A, Paragraph 1, Article 7.06 -13 and Article 13.11 of the Zoning Ordinance of the Village of
Deerfield to permit the Wilmot Additions and Renovations as an amendment to the Special Use
for the Subject Property in the P -I Public Lands district; and,
WHEREAS, the President and Board of Trustees of the Village of Deerfield have
determined that the best interests of the Village will be served by the authorization and approval
of an amendment to the Special Use, including a modification to the requirement to provide a
densely planted 4 -foot high landscape screen along Wilmot Road for the new west parking lot, to
permit the Wilmot Additions and Renovations as a Special Use of the Subject Property, all to the
extent herein provided;
NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF
TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES,
ILLINOIS, in the exercise of its home rule powers, as follows:
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SECTION 1: That the above and foregoing recitals, being material to this Ordinance,
are hereby incorporated by this reference and made a part of this Ordinance as if fully set forth
herein.
SECTION 2: That the President and Board of Trustees do hereby affirmatively find that
the proposed Wilmot Additions and Renovations, hereby authorized as an amended Special Use
of the Subject Property in P -1 Public Lands District, fully complies with the requirements and
standards for modifications set forth in Article 7.06 -B, and with the requirements and standards
for special uses set forth in Article 7.02 -A, Paragraph 1 and Article 13 -11 of the Zoning
Ordinance of the Village of Deerfield.
SECTION 3: That the President and Board of Trustees of the Village of Deerfield do
hereby authorize and approve the Wilmot Additions and Renovations as more fully described on
the plans and supporting documents incorporated as part of Exhibit B to this ordinance, including
but not limited to: (i) a classroom addition at the north end of Wilmot School consisting of
approximately 3,993 square feet including renovations of approximately 1,100 square feet of the
existing reception space at the north end of the Wilmot School building to add a corridor through
the main office (the "North Addition'); (ii) an addition at the south end of the Wilmot School
building consisting of approximately 5,124 square feet including a 2,996 square foot
multipurpose room, together with storage areas, restrooms, kitchenette and a vestibule (the
"South Addition'); (iii) the demolition of the Dale Roenig Center at the northwest corner of the
Subject Property to be replaced by a rain garden and native planted buffer area; (iv) the addition
of a new west parking lot consisting of 81 parking spaces with a one -way drop -off lane,
designated drop- off /pick -up area and a bypass lane; (v) the addition of a new soft surface play
area of approximately 11,450 square feet to be located south of the new west parking lot; and (vi)
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a modification to the requirement to provide a densely planted 4 -foot high landscape screen
along Wilmot Road, all as an amendment to the Special Use previously approved for the Subject
Property in the P -1 Public Lands District pursuant to Article 7.02 -A, Paragraph 1, Article 7.06 -B
and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, subject to the conditions,
regulations and restrictions set forth in Section 4 of this Ordinance.
SECTION 4: That the approval and authorization of said Special Use is granted subject
to the following additional conditions, regulations and restrictions:
(i) The construction, development, maintenance and use of the Wilmot Additions
and Renovations to the Wilmot School building shall be in accordance with the
site plan, floor plans, elevations, landscape plans, signage plans, traffic control
plans and supporting materials attached hereto and made a part of this Ordinance
as Exhibit B hereof, and with all representations made and submitted by the
Applicant to the Plan Commission and to the President and Board of Trustees;
(ii) Compliance by the Applicant with all other applicable provisions of the
Zoning Ordinance of the Village of Deerfield.
SECTION 5: That the amended Special Use as hereby authorized shall be binding upon
and inure to the benefit of the Applicant and to Applicant's successors, grantees, transferees and
assigns, and any violation of the conditions herein set forth by the Applicant or its successors,
grantees, transferees or assigns shall authorize the revocation of the amended Special Use as
hereby authorized.
SECTION 6: That this Ordinance, and each of its terms, shall be the effective legislative
act of a home rule municipality without regard to whether such Ordinance should: (a) contain
terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b)
legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the
intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of
this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall
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supersede state law in that regard within its jurisdiction.
SECTION 7: That this Ordinance shall be in full force and effect from and after its
passage, approval and publication in pamphlet form as provided by law.
PASSED this 17th day of May , 2010.
AYES: Benton, Farkas, Jester, Oppenhaim, Seiden, Struthers (6)
NAYS: None (0)
ABSENT: None (0)
ABSTAIN: None (0)
APPROVED this 17th day of May , 2010.
ATTEST:
Vi l age Clerk
r
Village President ro Ie 4
Exhibit B
Documents Incorporated as Part of the Amended Special Use
for the Wilmot School Additions and Renovations
1. Site Use/Layout Plan.
2. Bike Plan - Existing Wilmot School Site.
3. Bike Plan - Proposed Wilmot School Site.
4. Proposed Color Elevation - Wilmot Elementary School, by Fanning Howey Architects
depicting the north elevation of the Wilmot School additions.
5. Traffic Study for Wilmot Elementary School, dated March 7, 2010, by Sam Schwartz
Engineering.
6. Wilmot Drop -off and Pick -Up Procedures - Back Lot Map.
7. Wilmot School Parking and Vehicle Traffic Rules - Front Lot and Back Lot.
8. Wood Fence Detail Sheet by Fanning Howey Architects, dated 3- 17 -10.
9. Tear sheet for Gardco RADIANT LED Area Luminaires.
10. Tear sheet for Gardco 121 LED performance sconce.
11. Tear sheet for Gardco 4 -inch Straight Square Steel poles.
12. Stormwater Management Report for proposed Wilmot Elementary School addition dated
March 10, 2010 by Manhard Consulting Limited.
13. Plat of Survey and Topography dated Feb. 1, 2010 by Blackledge Land Surveying, Inc.
14. Demolition Plan Sheet GDLI dated March 11, 2010 by Fanning Howey Architects.
15. Overall Layout Plan Sheet G1.1 dated March 11, 2010 by Fanning Howey Architects.
16. Details and Sections Sheet G4.1 dated March 11, 2010 by Fanning Howey Architects.
17. Overall Landscape Plan Sheet L1.1 dated March 11, 2010 by Fanning Howey Architects.
18. Untitled storm sewer and drainage plan drawing by Manhard Consulting Limited.
19. Code Plans Sheet A0.1 dated March 11, 2010 by Fanning Howey Architects.
20. Overall Roof Plan Sheet A2.1 dated March 25, 2010 by Fanning Howey Architects.
21. Building Elevations /Sections Sheet A3.1 dated March 11, 2010 by Fanning Howey
Architects.
22. Electrical Site Plan Sheet E2.1 dated March 3, 2010 by Fanning Howey Architects.
23. NuToys Leisure Products Plans and Sketches for 11,450 square foot K -2 playground.