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2018-09-05 - Planning and Zoning Commission - Agenda Packet Meeting of the Village of Buffalo Grove Planning and Zoning Commission Regular Meeting September 5, 2018 at 7:30 PM Fifty Raupp Blvd Buffalo Grove, IL 60089-2100 Phone: 847-459-2500 I. Call to Order II. Public Hearings/Items For Consideration 1. Consider a Variation for a Fence in the Corner Side Yard at 2044 Jordan Terrace (Trustee Stein) (Staff Contact: Chris Stilling) 2. Consider a A Special Use for Outdoor Storage at 355 Hastings Drive (Trustee Stein) (Staff Contact: Chris Stilling) 3. Consider an Amendment to Ord. 2006-7 with Variations for a New Gas Station at 185 N Milwaukee Avenue (Trustee Ottenheimer) (Staff Contact: Chris Stilling) III. Regular Meeting A. Other Matters for Discussion B. Approval of Minutes 1. Planning and Zoning Commission - Regular Meeting - Aug 15, 2018 7:30 PM C. Chairman's Report D. Committee and Liaison Reports E. Staff Report/Future Agenda Schedule F. Public Comments and Questions IV. Adjournment The Planning and Zoning Commission will make every effort to accommodate all items on the agenda by 10:30 p.m. The Board, does, however, reserve the right to defer consideration of matters to another meeting should the discussion run past 10:30 p.m. The Village of Buffalo Grove, in compliance with the Americans with Disabilities Act, requests that persons with disabilities, who require certain accommodations to allow them to observe and/or participate in this meeting or have questions about the accessibilit y of the meeting or facilities, contact the ADA Coordinator at 459-2525 to allow the Village to make reasonable accommodations for those persons. Updated: 8/31/2018 10:41 AM Page 1 Action Item : Consider a Variation for a Fence in the Corner Side Yard at 2044 Jordan Terrace Recommendation of Action Staff recommends approval, subject to the condition in the staff report. The Petitioner is proposing to replace an existing three (3) foot open, dog-ear wood fence with another three (3) foot open, dog-ear fence that encroaches into the thirty (30) foot required corner side yard setback. The new fence is proposed to be installed on the property line and setback one (1) foot from the sidewalk along Jordan Terrace, in the same location as the previous fence. Additionally, the petitioner is proposing to replace and install a fenced enclosure along Jordan Terrace on the Southern portion of the house which meets all setback requirements. The existing fence was installed prior to the code change. As a result of the replacement, a variance is required. ATTACHMENTS:  Staff Report (DOCX)  Plan Set (PDF) Trustee Liaison Staff Contact Stein Chris Stilling, Community Development Wednesday, Septem ber 5, 2018 2.1 Packet Pg. 2 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: September 5, 2018 SUBJECT PROPERTY LOCATION: 2044 Jordan Terrace PETITIONER: Sam Brown PREPARED BY: Rati Akash, Planner REQUEST: A variation to install a fence that would be located within the corner side yard setback area. EXSITING LAND USE AND ZONING: The property is improved with a single-family home currently zoned R3. COMPREHENSIVE PLAN: The approved Village Comprehensive Plan calls for this property and the immediate neighborhood to be single family detached. PROJECT BACKGROUND The Petitioner is proposing to replace an existing three (3) foot open, dog-ear wood fence with another three (3) foot open, dog-ear fence that encroaches into the thirty (30) foot required corner side yard setback. The existing fence is presently decaying and falling apart, and hence the Petitioner is proposing to replace this with a new fence in the exact location. The new fence is proposed to be installed on the property line and setback one (1) foot from the sidewalk along Jordan Terrace. Additionally, the petitioner is proposing to replace and install a fenced enclosure along Jordan Terrace on the Southern portion of the house which meets all setback requirements. The existing fence was installed prior to the code change. As a result of the replacement, a variance is required. PLANNING & ZONING ANALYSIS  The Petitioner is proposing a three (3) foot dog-ear wood fence which would extend into the corner side yard setback.  The fence will be located on the property line and one (1) foot from the sidewalk along Jordan Terrace. The second segment would extend up to the mid portion of the building parallel to Jordan Terrace.  The proposed fence will run along same line as the three (3) foot open dog-ear neighbor’s fence located at 2071 Wright Blvd located on 2.1.a Packet Pg. 3 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a V a r i a t i o n f o r a F e n c e i n t h e C o r n e r S i d e Y a r d a t 2 0 4 4 J o r d a n T e r r a c e ) the property line and maintaining a one (1) foot setback from Jordan Terrace. Variations requested A corner side yard variation from Section 15.20.040.B from the Buffalo Grove fence code states that Fences may be erected placed and maintained on corner lots to a height not to exceed six feet above ground level. No such fence shall be located nearer to any street than the building setback line. The following is a list of recently approved setback variations for corner side yard fences: Address Fence Height/Type Setback from sidewalk 1271 Radcliffe 4’ high chain-link (open) 2.5’ from the sidewalk 2123 Sheridan 5’ high wrought-iron (open) 3’ from the sidewalk 1309 Madison 4’ high open picket fence 17’ from the sidewalk 1239 Devonshire 5’ high shadow box 5’ from the sidewalk 2299 Avalon Dr 4’ high solid scalloped fence 2’ from the sidewalk 1295 Euclid Ave 5’ high shadowbox fence 5’ from the sidewalk 14 Chestnut Ct 5’ solid dog-ear fence 11’ from the sidewalk 1403 Westchester Rd 5’ solid dog-ear fence 9’2” from the sidewalk DEPARTMENTAL REVIEWS Village Department Comments Engineering The Village Engineer has reviewed the proposed fence location and does not have any engineering or line of sight concerns or objections with the proposed location of this fence. SURROUNDING PROPERTY OWNERS Pursuant to Village Code, the contiguous property owners were notified and a public hearing sign was posted on the subject property. The posting of the public hearing sign and the mailed notifications were completed within the prescribed timeframe as required. As of the date of this Staff Report, the Village has received one call inquiring about the proposed fence, however no objections were expressed. STANDARDS The Planning & Zoning Commission is authorized to grant variations of the Fence Code based on the following criteria: 1. The plight of the owner is due to unique circumstances; 2. The proposed variation will not alter the essential character of the neighborhood; 3. There are practical difficulties or particular hardships in carrying out the strict letter of this Chapter which difficulties or hardships have not been created by the person presently having an interest in the property; and, 4. The proposed variation will not be detrimental to the public health safety and welfare. The petitioner has provided a written response to the standards for a variation which are included in this packet. 2.1.a Packet Pg. 4 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a V a r i a t i o n f o r a F e n c e i n t h e C o r n e r S i d e Y a r d a t 2 0 4 4 J o r d a n T e r r a c e ) STAFF RECOMMENDATION Village staff recommends approval for this variation subject to the following conditions: 1) The fence shall be installed in accordance with the documents and plans submitted as part of this petition. ACTION REQUESTED The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony concerning the variation. The PZC shall make a final decision on whether or not to approve the variation. 2.1.a Packet Pg. 5 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a V a r i a t i o n f o r a F e n c e i n t h e C o r n e r S i d e Y a r d a t 2 0 4 4 J o r d a n T e r r a c e ) Letter to the Planning and Zoning Commission Dear sir and Madam, I live at 2044 Jordan Terrace, Buffalo Grove. It is a corner lot and I have an existing 3 foot open wooden picket fence that is deteriorating and I would like to replace it with a new fence of the identical open wood picket fence. And this fence will not alter the character or health and safety of the neighborhood. It will actually beautify what is now becoming an eyesore for my neighbors as the existing fence is over 20 years old. Thanks for you consideration. Sam Brown 2.1.b Packet Pg. 6 At t a c h m e n t : P l a n S e t ( C o n s i d e r a V a r i a t i o n f o r a F e n c e i n t h e C o r n e r S i d e Y a r d a t 2 0 4 4 J o r d a n T e r r a c e ) PLAT OF SURVEY---�, :, LOT 19 IN PRAIRIE GROVE SUBDIVISION, BEING A RESUBDIVISION OF" MACKEY"S SUBDIVISION AND PART OF THE EAST HALF OF THE SOUTHWEST .QUARTER OF SECTION 21, TOWNSHIP 43 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF SAID PRAIRIE GROVE, RECORDED JANUARY 9, 1995 AS DOCUMENT NUMBER 3633248, IN THE VILLAGE OF BUFFALO GROVE, LAKE COUNTY, ILLINOIS. rrn·o·-r� ® � ff� FRR -8 1995 . ; I ■ -.......... ·-·-.... � Bu'LDf,.-.�---� . I'();·,•.'-.'.• ,._, e:a '--· '-�--, ... ---...--- llO I 2" JI I �2 �40 :,e 11 .. .. 3'I .. .,.. 50 ., SURVEY SITE 1 �TiUIVEY SURVEYORS NOTES: \. nus SURVEY rs SUBJECT TO MA TIERS OF TITLE WHICH MAY BE REVEALED BY A , CURRENT TillE REPORT. L CHilECTURAL PLANS PREPARED BY A lHIAS JANS DEPICT A 1 STORY BAY WINDOW. , NO OTHER IMPROVEMENTS SHOWN AT 1HIS TIME AT CUSTOMERS REQUEST. LOCATION MAP ���4+SCALE: N,T.S. GENERAL. WD'ltS: �aOO• -k _J � � � � 7aoo' ' � -� � � �I . .I� f"' .-,.. 1'-� �\� ti. I ____ 3'_'0_'8 _u._'JLf}!!'G UN£ \J I � I i\ ,o.8•· \ \ 1:! ."' zo �-I " - D '° a, � -�m 1---r<") - ---1aoo' t -*­+ �\11 1.50' ,l;zo __ _J 'J ;s � z«z \Ii "' � 0:� b 5{[o �1 ONC. W � � -iii; 1s ,; "-c,I= ..� I, i::,, t:i ww;;: Ii jg �u� �� t:$".J � � �\11 IQ50..w J....: _--".'"'.' ____.L s 31. 06' � � • � ff' SVR!Dr:JRS .BS'� 9-19.82'o, -(.j'o�j;---¾"' ;t " 'Off 2 on.• TN..1 :,; .'." 0 z i1; !al �� - ffe.-01.' � --� :,\\:; 'J... 0.58 � � t (,lo MP!.)____33.85' i:S" • '><. 'h � ,..... � I � � -..... � ___ _,l._�.59' � 5' £ASEll£NT FOR PUBLIC UlllI 12."'1�, iiiN.J-- TK,$-JAl!l!;..J/JllAINAGE" ta 00' -_-. E 1aoo --126.00 �N89�8'40 w f� • "i� l('S � "' 1, DISTANCES AAE MARKED IN FEET AND DECIMAL PLACES "lHERrDF", 2. NO DIMENSICM Sl!AU. BE ASSUMED BY SCALE MEASUl!EMOO HERE:ON, J. REFER Tl) ABSTRACT DE£D AND LOCAL OftDINANCES FOR IIUILDINC RES'IRIC11ONS. 4. COMPARE .W. POINTS BEfORE BUll.DING BY SN.IC: AND IMMEl>tATE.Y REPORT Nf'f DISCREl'ANCIES. O. CDmn!D DlPI!S OF' THIS SUR'£Y BEAR AH _J Mf'llfSSED -SEAL._ -DAU 111\IJ810N8 2/08/95 I BUILDING LOCATION 12/03/94-I BUILDING LAYOUT MANHARD C<NSULTII\G IJD. 111' DC DG STATE OF ILLINOIS ) COUNTY OF LAKE ) SS WE. MANHARD CONSULTING, L'TD., 00 HEREBY STATE 1HAT WE HAVE SURVE'rc:D ·.THE ABOVE DESCRIBED PROPERTY AND �AT THE PLAT HEREON DRAWN IS A CORRECT REPRESENTATION:_OF' !AID. �UFIVEY.DATED lHIS L DAY OF 6,J,,,..,,-.,7 . ' A.DD !E'.:'A � 0 . MANHARD CONSUL TING, L lO. 900 WOODLANDS PARKWAY VERNON HILLS, II.LINOIS 60061 ILLINOIS PROFESSIONAL LANO" SURVEYOR .:5057 708 6.J+-5550 EH6'l21™5'• Smrmn>M• P� I VILLAGE OF BUFFALO GROVE !JOO lYOOJ)L4NJ)S PARKIYAY PRAIRIE GROVE SUBDIVISION I VERNON HI.LLS, IL 60061 708/ 634-5550 DRAWN BY, [)(; LOT NO. 18 Rl!LUII! DATL 12/09/94 SCAL.a, r-20· CODE, SBBQ PIIOJl!CT. 471 SBSGLTI!I.OWG 2/08/95 2.1.b Packet Pg. 7 At t a c h m e n t : P l a n S e t ( C o n s i d e r a V a r i a t i o n f o r a F e n c e i n t h e C o r n e r S i d e Y a r d a t 2 0 4 4 J o r d a n T e r r a c e ) RESPONSE TO STANDARDS 2.1.b Packet Pg. 8 At t a c h m e n t : P l a n S e t ( C o n s i d e r a V a r i a t i o n f o r a F e n c e i n t h e C o r n e r S i d e Y a r d a t 2 0 4 4 J o r d a n T e r r a c e ) EXISTING OPEN THREE (3) FOOT DOG EAR FENCE 2.1.b Packet Pg. 9 At t a c h m e n t : P l a n S e t ( C o n s i d e r a V a r i a t i o n f o r a F e n c e i n t h e C o r n e r S i d e Y a r d a t 2 0 4 4 J o r d a n T e r r a c e ) PROPOSED OPEN THREE (3) FOOT DOG EAR FENCE 2.1.b Packet Pg. 10 At t a c h m e n t : P l a n S e t ( C o n s i d e r a V a r i a t i o n f o r a F e n c e i n t h e C o r n e r S i d e Y a r d a t 2 0 4 4 J o r d a n T e r r a c e ) 2.1.b Packet Pg. 11 At t a c h m e n t : P l a n S e t ( C o n s i d e r a V a r i a t i o n f o r a F e n c e i n t h e C o r n e r S i d e Y a r d a t 2 0 4 4 J o r d a n T e r r a c e ) Updated: 8/31/2018 11:24 AM Page 1 Action Item : Consider a A Special Use for Outdoor Storage at 355 Hastings Drive Recommendation of Action Staff recommends approval, subject to the conditions in the staff report. The petitioner is proposing to open a new business at 355 Hastings. Their services include providing monthly rentals of storage units or pods and transporting these pods to the customers’ preferred locations. The petitioner is proposing to have 14 empty pods located outside on the truck dock space located adjacent to tenant space. Pursuant to the Zoning Ordinance, outdoor storage is considered a special use in the Industrial District. ATTACHMENTS:  Staff Report (DOCX)  Plan Set (PDF) Trustee Liaison Staff Contact Stein Chris Stilling, Community Development Wednesday, Septem ber 5, 2018 2.2 Packet Pg. 12 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: September 5, 2018 SUBJECT PROPERTY LOCATION: 355 Hastings Dr PETITIONER: Koenig Storage and Storage, Inc. Thomas Koenig PREPARED BY: Rati Akash, Planner REQUEST: Petition to the Village of Buffalo Grove for approval of a special use for outdoor storage in the Industrial District. EXSITING LAND USE AND ZONING: The property is improved with the existing industrial building and is currently zoned Industrial (I). COMPREHENSIVE PLAN: The approved Village Comprehensive Plan calls for this property to be Industrial. PROJECT OVERVIEW The petitioner, Koenig Storage and Moving, Inc. (Thomas Koenig) d/b/a Units of Northwest Chicago has recently leased a tenant space (23,991 square feet) on the northeast section of 355 Hastings Drive. Koenig Storage and Moving, Inc. is a start-up business from a franchise, UNITS Franchising Group, Inc. Their services include providing monthly rentals of storage units or pods and transporting these pods to the customers’ preferred locations. Customers load/unload goods into the storage pod at their home, place of business, or wherever they choose and then the pod is stored at the 355 Hastings Drive facility. The proposed use is permitted in the Industrial District. The petitioner currently has eighty-four (84) storage pods. These pods are eight (8) feet in width, sixteen (16) feet long, and eight (8) feet tall. All storage pods that are being used to store goods will remain inside the facility. The petitioner is proposing to have 14 empty pods located outside on the truck dock space located adjacent to tenant space. The outdoor storage of these containers will maximize the overall warehouse space inside the building. Pursuant to the Zoning Ordinance, outdoor storage is considered a special use in the Industrial District. PLANNING AND ZONING ANALYSIS Operations The business will consist of three employees including the petitioner. The petitioner is the owner and sales representative; there will be one other sales representative, and a delivery driver who will deliver the storage units to the customers. The business will be in operation from Monday to Friday 2.2.a Packet Pg. 13 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) between the hours of 8:00 A.M to 5:00 P.M. The petitioner will not be utilizing the truck dock for access to the building. Their tenant space has multiple drive-in doors which will be used to transport the storage containers. Outdoor Storage Dock The outdoor storage dock measures 59.70 feet in length and 37.55 feet in width located at the northeast corner of the building. The storage pods measure eight (8) feet in width, sixteen (16) feet in length, and eight (8) feet in height. This outdoor dock can accommodate fourteen (14) storage units and will be arranged lengthwise and occupy two rows of seven each. These outdoor storage pods can easily be moved using a forklift which will be stored in the facility. This outdoor storage dock has a slight gradient running lengthwise which is negligible considering the span of 59.70 feet. This gradient will not affect the storage of these outdoor units in any way. Per the Village Code, outdoor storage in the industrial district is considered a special use. The code outlines the following restrictions for outside storage: Items must be located at least one hundred fifty feet from a residential district boundary and enclosed by a solid wall or fence, including solid doors or gates thereto, at least six feet high, but in no case lower in height that the enclosed storage. The proposed outdoor storage meets both requirements. The outdoor storage area is surrounded by industrial uses as well as the Railway tracks. The closest residential district is the Green at Chevy Chase (R9), which is located approximately 500 feet east of the 355 Hastings property. The Petitioner is also proposing to install an eight (8) foot high solid wood fence, which will enclose the outdoor storage dock. The solid eight (8) foot high fence will conceal the outdoor storage. There will be no stacking of these outdoor storage units. DEPARTMENTAL REVIEWS Village Department Comments Fire The Fire Department has reviewed the proposed outdoor storage and has no concerns. Engineering The Village Engineer has reviewed the proposed outdoor storage and has no concerns. RESPONSE TO STANDARDS Pursuant to the Zoning Ordinance, the proposed use does require a Special Use in the “I” Industrial District. The following criteria shall be met: 1. The special use will serve the public convenience at the location of the subject property; or the establishment, maintenance or operation of the special use will not be detrimental to or endanger the public health, safety, morals, comfort, or general welfare; 2. The location and size of the special use, the nature and intensity of the operation involved in or conducted in connection with said special use, the size of the subject property in relation to such special use, and the location of the site with respect to streets giving access to it shall be such that it will be in harmony with the appropriate, orderly development of the district in which it is located; Proposed Storage Pod Configuration for the Outdoor Storage Dock 2.2.a Packet Pg. 14 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) 3. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity of the subject property for the purposes already permitted in such zoning district, nor substantially diminish and impair other property valuations with the neighborhood; 4. The nature, location and size of the buildings or structures involved with the establishment of the special use will not impede, substantially hinder or discourage the development and use of adjacent land and buildings in accord with the zoning district within which they lie; 5. Adequate utilities, access roads, drainage, and/or other necessary facilities have been or will be provided; 6. Parking areas shall be of adequate size for the particular special use, which areas shall be properly located and suitably screened from adjoining residential uses, and the entrance and exit driveways to and from these parking areas shall be designed so as to prevent traffic hazards, eliminate nuisance and minimize traffic congestion in the public streets. The petitioner’s detailed response to the standards is included with the packet. Staff finds that the petitioner has met the required standards for the special use. PUBLIC COMMENTS Pursuant to Village Code, the contiguous property owners were notified and a public hearing sign was posted on the subject property. The posting of the public hearing sign and the mailing of the notifications were both completed within the required timeframe. As of the date of this report, the Village has received no inquiries/comments from the public or adjacent property owners. STAFF RECOMMENDATION Staff recommends approval of the Special Use for outside storage in the Industrial District, subject to the following conditions: 1. The project shall conform to the plans attached as part of the petition. 2. The petitioner shall have a maximum of 14 outdoor units stored outside in accordance to the plans submitted as part of this petition. 3. The special use is granted to Koenig Storage and Moving, Inc. d/b/a Units of Northwest Chicago and said special use does not run with the land. 4. The special use granted to Koenig Storage and Moving, Inc. d/b/a Units of Northwest Chicago may be assignable to subsequent petitioners seeking assignment of this special use as follows: i. Upon application of a petition seeking assignment of this special use, the Village of Buffalo Grove, in their sole discretion, may approve the assignment administratively, or may refer it to the Planning & Zoning Commission and/or the Village Board for a public hearing. ii. Such assignment shall be valid only upon the written approval of the Village of Buffalo Grove granting said assignment, which may be granted or denied for any reason. ACTION REQUESTED The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony and the PZC shall then make a recommendation to the Village Board. 2.2.a Packet Pg. 15 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) 2.2.b Packet Pg. 16 At t a c h m e n t : P l a n S e t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) 2.2.b Packet Pg. 17 At t a c h m e n t : P l a n S e t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) 2.2.b Packet Pg. 18 At t a c h m e n t : P l a n S e t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) UNITS of Northwest Chicago Response to Special Use Criteria A special use permit is being requested so that empty containers could be stored outside. This is a portable storage industry practice which allows for the most efficient use of warehouse space. Containers would be placed in the truck dock area and could be moved inside the warehouse if necessary. The containers will be enclosed with a fence and gate. This special use would meet the following criteria outlined in 17.28.040. 1.This will not be detrimental to or endanger public health, safety, or general welfare. Yes, I comply with the public convenience at this location. 2.This will not impact street access. Yes, I comply with street accessibility. 3.This will not impact property in the immediate vicinity or impair property valuations. Yes, I comply with use and enjoyment of neighboring properties. 4.This will not impede or discourage the development and use of adjacent land and buildings. Yes, I comply with use of buildings and structures in the immediate area. 5.This will not impact access roads or drainage. Yes, I comply with proper access of utilities, roads and drainage. 6.This will not impact parking areas or cause traffic hazards. Yes, I comply with parking requirements. I have two employees and there are 23 available parking spaces at my site. 2.2.b Packet Pg. 19 At t a c h m e n t : P l a n S e t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) 2.2.b Packet Pg. 20 At t a c h m e n t : P l a n S e t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) 2.2.b Packet Pg. 21 At t a c h m e n t : P l a n S e t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) 2.2.b Packet Pg. 22 At t a c h m e n t : P l a n S e t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) Outdoor Storage Dock Space 2.2.b Packet Pg. 23 At t a c h m e n t : P l a n S e t ( C o n s i d e r a A S p e c i a l U s e f o r O u t d o o r S t o r a g e a t 3 5 5 H a s t i n g s D r i v e ) Updated: 9/5/2018 8:33 AM Page 1 Action Item : Consider an Amendment to Ord. 2006-7 with Variations for a New Gas Station at 185 N Milwaukee Avenue Recommendation of Action Staff recommends approval, subject to conditions in the staff report. True North Energy, LLC (True North) currently has a contract to purchase the Wooil Restaurant at 185 N Milwaukee. True North would like to demolish the existing restaurant and construct a new Shell gas station and convenience store with beer/wine sales on the 0.9 acre site. The project will requ ire an amendment to the existing B3 Planned Business Center Ordinance with multiple variations. ATTACHMENTS:  Staff Report (DOCX)  Plan Set (PDF)  Ordinance 2006-7 (PDF)  PZC Minutes from 10.4.17 (PDF) Trustee Liaison Staff Contact Ottenheimer Chris Stilling, Community Development Wednesday, September 5, 2018 2.3 Packet Pg. 24 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: September 5, 2018 SUBJECT PROPERTY LOCATION: 185 Milwaukee Avenue PETITIONER: True North Energy, LLC PREPARED BY: Chris Stilling, Director of Community Development REQUEST: Petition to the Village of Buffalo Grove for an amendment to Ordinance No. 2006-7 for a new Automobile Service Station in the B3 Planned Business District with variations to the Buffalo Grove Zoning Ordinance and Sign Code. EXSITING LAND USE AND ZONING: Existing Wooil Restaurant zoned B3 COMPREHENSIVE PLAN: The approved Village Comprehensive Plan calls for this property to be commercial. PROJECT BACKGROUND True North Energy, LLC (True North) currently has a contract to purchase the Wooil Restaurant at 185 N Milwaukee. True North would like to demolish the existing restaurant and construct a new Shell gas station and convenience store with beer/wine sales on the 0.9 acre site. The project was referred to the PZC last year. On October 14, 2017, the PZC held a workshop and was introduced to the project (minutes attached). The project will require an amendment to the existing B3 Planned Business Center Ordinance with the following requests: 1. Approval of a Final Plat of Subdivision/Consolidation; and 2. Approval vacating a portion of the St. James Circle right-of- way; and 3. Preliminary Plan approval with the following variations: Zoning Ordinance a) A Variation to Section 17.44.040 of the Zoning Ordinance reducing the required building and parking lot setbacks, as depicted on the Preliminary Plan; and, b) A Variation to Section 17.44.040 of the Zoning Ordinance reducing the required perimeter and landscaping setbacks as depicted on the Preliminary Plan; and, c) A Variation to Section 17.32.020 of the Zoning Ordinance to allow an accessory structure in the front and side yards as depicted on the Preliminary Plan; and, d) A Variation to Section 17.36.040 of the Zoning Ordinance to allow for a reduction to the minimum number of parking spaces for a retail establishment; and, 2.3.a Packet Pg. 25 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) Sign Code a) A Variation to Chapter 14.16 of the Sign Code to exceed the maximum allowable number of canopy signs as shown on the Sign Package; and, b) A Variation to Chapter 14.16 of the Sign Code to allow an existing ground sign to encroach into the required front yard and corner setback as depicted on the Preliminary Plan; and, c) A Variation to Chapters 14.20 of the Sign Code to allow an Electronic Vehicle Fuel Sign to exceed the maximum height and size of the digital display as shown on Sign Package. PLANNING & ZONING ANALYSIS Zoning History  The subject property was involuntarily annexed into the Village in 2004.  In 2006, the Village Board granted the property a rezoning to B3 Planned Business Center (Ordinance 2006-7) with the primary use to be dedicated to a sales tax generating business.  The Ordinance also allowed for the existing 3 cell towers to remain.  The proposed project would require an amendment to the Ordinance. Gas stations are a permitted us within the B3 District. Site Plan  True North is seeking to demolish the existing restaurant space and construct a new Shell gas station with a 3,500 square foot convenience store.  The proposed gas station will include a covered canopy to accommodate up to 12 pumps.  The proposed gas station would be open 24 hours.  The property will also include 10 parking spaces in front of the convenience store. The petitioner notes that additional parking is provided via the gas pumps and that most of their customers will park at the pumps when entering into the store.  Access will be provided by an existing curb cut onto Milwaukee Avenue and another curb cut that extends out to Riverwalk Drive.  The following is a summary of the proposed development as it relates to the Village’s bulk requirements: B3 District Dimensional Requirements Vs Proposed Development B3 District Requirements Proposed Development Se t b a c k s Front (Milwaukee Ave) 25 ft. Approx. 132’ to building Approx. 37.75’ to canopy Side (south) N/A Approx. 70’ Rear N/A Approx. 126’ Corner Side (Riverwalk Dr.) 25 ft. Approx. 21’ to building Approx. 23’ to canopy Building Height N/A 23.3’ at roofline of building Approx. 19 to the top of the canopy 2.3.a Packet Pg. 26 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) Parking & Traffic  Access will be provided by an existing curb cut onto Milwaukee Avenue and another curb cut that extends out to Riverwalk Drive.  The access onto Milwaukee Avenue will be restricted to a right in/out as there is a non- mountable median along Milwaukee restricting movements to and from the southbound lanes.  The petitioner has provided a traffic analysis from KLOA who have indicated that the existing traffic facilities can accommodate the development.  The project will include 10 parking spaces in front of the convenience store.  The Village’s Zoning Ordinance does not have specific parking requirements for gas stations. Therefore, the default parking would be for retail which is 1 space/250 sf or a total of 14 spaces.  Because the petitioner is providing 10 dedicated spaces, a variation is technically required. However, the petitioner notes that additional parking is provided via the gas pumps and that most of their customers will park at the pumps when entering into the store. As there are 12 pumps, an additional 12 parking spaces could be accommodated thus generating a surplus from code (total of 22 spaces). Plat of Vacation  As part of the request, the petitioner is seeking that the Village vacate a portion of the unimproved St. James Circle right-of-way (ROW) located directly east of the site. Portions of this ROW were vacated as part of the Riverwalk development to the east.  Staff supports the request to vacate the property as the Village does not have a long term use for the ROW.  The petitioner has also provided a concept plan showing how the property to the south could be redeveloped should this project proceed.  The petitioner has indicated that they will grant the necessary cross access easements to allow for future shared access to the south. Plat of Subdivision  The existing site consists of 9 parcels.  As part of their request, the petitioner is proposing a final plat of subdivision to consolidate all the lots into a single lot.  As a condition of approval, the final plat shall be revised in a manner acceptable to the Village. Stormwater  Since the project is reducing the total amount of impervious (about a 10% reduction), stormwater is not required.  The preliminary engineering plans as proposed have been reviewed by the Village Engineer. As a condition of approval, final engineering will have to be submitted in a manner acceptable to the Village. Landscaping  The petitioner has provided a landscape showing new landscaping throughout the development.  The Zoning Ordinance requires a minimum 12’ landscape setback along Milwaukee Avenue and Riverwalk Drive.  The petitioner’s plans show a 2’ setback along Riverwalk and a 7’ setback along Milwaukee. The existing parking is currently paved up to the lot line and in some instances is past the lot line into the ROW. 2.3.a Packet Pg. 27 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e )  Staff finds that given the unique shape of the lot, it is very difficult to meet the current zoning ordinance and that the proposed plan is an improvement from existing conditions. The proposed development brings the property into closer compliance to Village Code.  The Village Forester has reviewed the landscape plan and does note that a few minor changes as it relates to the trees species near the power lines. As a condition of approval, final landscape plan will have to be submitted in a manner acceptable to the Village. Building Elevations  The proposed plans include a new 3,500 square foot store that will be approximately 23’ high at its peak.  The building would be constructed of brick, stone and EIFS. It should be noted that the use of EIFS is limited to the upper band of the building.  Overall, staff finds that the elevations are nicely done and supports the appearance of the new building. Freestanding Sign  The petitioner is proposing a 15’ high freestanding sign at the southwest corner of their site along Milwaukee Avenue. The height of the sign would meet Village Code.  The proposed sign would be approximately 57 square feet in area, which would meet Village Code.  The proposed sign would be setback 20’ from Milwaukee Avenue. A minimum setback of 15’ is required.  The property does include an existing sign for the Riverwalk Apartments to the east. This sign is permitted through a private agreement between the property and the owners of the apartments. This sign was approved by the Village Board by Ordinance 2006-58.  As part of their request, the petitioner is proposing to have 2 digital fuel pricing signs. One sign would be for regular gas pricing while the other sign will advertise diesel pricing.  The digital display for the regular fuel pricing will have letters that are 16” in height. Village Code states that lettering shall not exceed 12” in height, thus a variation is required.  While the proposed lettering would exceed code by 4 inches, the total area of the digital display for the 2 signs would be approximately 6 square feet in area, which is 50% less than what is allowed. Village Code allows for up to 3 digital pricing signs not to exceed 12 square feet in area. Building Sign  The petitioner is proposing 1 attached sign on the building.  The proposed sign would be on the west elevation, facing Milwaukee Avenue and would be 21.6 square feet in area.  The proposed sign would meet Village Code. Canopy Sign  The petitioner is proposing three logo signs on the canopy. The signs would be located on the north, south and west elevation of the proposed canopy.  Each sign would be approximately 7.8 square feet in area each.  As these are considered wall signs, a variation is required since no more than 2 walls signs are permitted by Village Code. 2.3.a Packet Pg. 28 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) Existing Cell Towers  The site currently has multiple cell towers that are subject to long term leases extending beyond 2030.  Ordinance 2006-7 granted approval for the towers to remain as non-conforming structures. The petitioner is not proposing any changes to the cell tower areas; however they providing some additional landscaping around fenced areas. VARIATIONS TO THE ZONING ORDINANCE The following is a summary of the requested Zoning Ordinance variations reflected in the plan: A Variation to Section 17.44.040 of the Zoning Ordinance reducing the required building and parking lot setbacks, as depicted on the Preliminary Plan As shown, both the canopy and the proposed building would be setback less than the required 25’ from Riverwalk Drive. Staff finds that given the unique shape of the lot, it is very difficult to meet the current zoning ordinance and that the proposed plan is an improvement from existing conditions. Therefore staff supports the request. A Variation to Section 17.44.040 of the Zoning Ordinance reducing the required perimeter and landscaping setbacks as depicted on the Preliminary Plan The Zoning Ordinance requires a minimum 12’ landscape setback along Milwaukee Avenue and Riverwalk Drive. The petitioner’s plans show a 2’ setback along Riverwalk and a 7’ setback along Milwaukee. Staff supports the requested relief. The existing parking is currently paved up to the lot line and in some instances is past the lot line into the ROW. The proposed plan is an improvement from existing conditions. A Variation to Section 17.32.020 of the Zoning Ordinance to allow an accessory structure in the front and side yards as depicted on the Preliminary Plan The proposed gas station provides a canopy to offer protection to their customers. Per the Zoning Ordinance, any accessory structure (canopy) cannot be located closer to the front lot line than the principal building. Since the canopy is in front of the principal buildings, the variation is required. Staff notes that this is a common variation for all gas station requests and finds that the variation is warranted. A Variation to Section 17.36.040 of the Zoning Ordinance to allow for a reduction to the minimum number of parking spaces for a retail establishment The Village’s Zoning Ordinance does not have specific parking requirements for gas stations. Therefore, the default parking would be for retail which is 1 space/250 sf or a total of 14 spaces. Because the petitioner is providing 10 dedicated spaces, a variation is technically required. However, the petitioner notes that additional parking is provided via the gas pumps and that most of their customers will park at the pumps when entering into the store. As there are 12 pumps, an additional 12 parking spaces could be accommodated thus generating a surplus from code (total of 22 spaces). Staff supports the requested variation. VARIATIONS TO THE SIGN CODE The following is a summary of the requested Sign Code variations reflected in the plan: 2.3.a Packet Pg. 29 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) A Variation to Chapter 14.16 of the Sign Code to exceed the maximum allowable number of canopy signs as shown on the Sign Package The petitioner is proposing three logo signs on the canopy. Each sign would be approximately 7.8 square feet in area each. As these are considered wall signs, a variation is required since no more than 2 walls signs are permitted by Village Code. Overall, staff does not object to this variation. A Variation to Chapter 14.16 of the Sign Code to allow an existing ground sign to encroach into the required front yard and corner setback as depicted on the Preliminary Plan The property includes an existing sign for the Riverwalk Apartments to the east. This sign is permitted through a private agreement between this property owner and the owners of the apartments. This sign was approved by the Village Board by Ordinance 2006-58. As a result, this variation is no longer warranted since it was previously approved by the Village Board. A Variation to Chapters 14.20 of the Sign Code to allow an Electronic Vehicle Fuel Sign to exceed the maximum height and size of the digital display as shown on Sign Package The petitioner is proposing a digital fuel pricing sign that will have letters that are 16” in height. Village Code states that lettering shall not exceed 12” in height, thus a variation is required. While the proposed lettering would exceed code by 4 inches, the total area of the digital display for the 2 signs would be approximately 6 square feet in area, which is 50% less than what is allowed. Village Code allows for up to 3 digital pricing signs not to exceed 12 square feet in area. Overall, staff does not object to this variation. STANDARDS FOR VARIATION Zoning Ordinance The following standards for a variation should be addressed by the petitioner at the hearing 1. The property in question cannot yield a reasonable return if permitted to be used only under the conditions allowed by the regulations of the zoning district in which it is located except in the case of residential zoning districts. 2. The plight of the owner is due to unique circumstances. 3. The proposed variation will not alter the essential character of the neighborhood. During the meeting, the petitioner shall address the required standards for a variation. Sign Ordinance The Planning & Zoning Commission is authorized to make a recommendation to the Village Board for a variation to the Sign Code based on the following criteria: A. Except for Prohibited signs (Chapter 14.32), the Village Planning & Zoning Commission may recommend approval or disapproval of a variance from the provisions or requirements of this Title subject to the following: 1. The literal interpretation and strict application of the provisions and requirements of this Title would cause undue and unnecessary hardships to the sign user because of unique or unusual conditions pertaining to the specific building, parcel or property in question; and 2. The granting of the requested variance would not be materially detrimental to the property owners in the vicinity; and 2.3.a Packet Pg. 30 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 3. The unusual conditions applying to the specific property do not apply generally to other properties in the Village; and 4. The granting of the variance will not be contrary to the purpose of this Title pursuant to Section 14.04.020 B. Where there is insufficient evidence, in the opinion of the Planning & Zoning Commission, to support a finding under subsection (A), but some hardship does exist, the Planning & Zoning Commission may consider the requirement fulfilled if: 1. The proposed signage is of particularly good design and in particularly good taste; and 2. The entire site has been or will be particularly well landscaped. During the meeting, the petitioner shall address the required standards for a variation. PUBLIC COMMENTS Pursuant to Village Code, the contiguous property owners were notified and a public hearing sign was posted on the subject property. The posting of the public hearing sign and the mailing of the notifications were both completed within the required timeframe. As of the date of this Staff Report the Village has had a few inquires from nearby property owners. DEPARTMENTAL REVIEWS Village Department Comments Engineering The Village Engineer has reviewed the proposed plans and has no specific comments regarding the preliminary plans. Final engineering will be required prior to the start of construction. Fire Department The Fire Department has reviewed the proposed plans and notes that the final location of fire hydrants needs to be reviewed as part of the final engineering plans. STAFF RECOMMENDATION Staff recommends approval of the amendment to Ordinance No. 2006-7 for a new Automobile Service Station in the B3 Planned Business District with variations to the Buffalo Grove Zoning Ordinance and Sign Code, subject to the following conditions: 1. The proposed development shall be developed in substantial conformance to the plans attached as part of the petition. 2. The final engineering plans shall be submitted in a manner acceptable to the Village. 3. Fire hydrant locations shall be reviewed and approved by the Fire Department. 4. A final plat of subdivision shall be revised in a manner acceptable to the Village. The plat shall include a cross access easement to the property immediately to the south of site in a manner and form acceptable to the Village. 5. The existing water and sanitary sewer service for the restaurant shall be properly abandoned per Village requirements. 2.3.a Packet Pg. 31 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 6. Prior to the issuance of a building permit, the petitioner shall grant the necessary easements to allow for future shared cross access to the property immediately to the south of site in a manner and form acceptable to the Village. 7. The final landscape plan shall be revised in a manner acceptable to the Village. 8. An IDOT permit shall be obtained prior to the issuance of a Certificate of Occupancy. 9. The plat of vacation shall be revised in a manner acceptable to the Village. The terms and conditions associated with the vacation of the St. James Circle shall be approved by the Village Board. 10. All terms and conditions associated with Ordinance 2006-7 shall remain in effect, except for those which may be amended as part of this petition. ACTION REQUESTED The Planning & Zoning Commission (PZC) shall reopen the public hearing and take public testimony concerning the revised plans. The PZC shall make a recommendation to the Village Board. 2.3.a Packet Pg. 32 At t a c h m e n t : S t a f f R e p o r t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) Table of Contents I. Project Narrative...................................................... 1 II. Rendering Set a. Front Canopy Rendering .............................................3 b. Left Side Canopy Rendering ........................................4 c. Rear Canopy Rendering ..............................................5 d. Right Side Canopy Rendering ......................................6 e. Site Views ..................................................................7 f. Material Listing ...........................................................13 III. Architectural Plan Set a. Floor Plan ..................................................................15 b. Building Elevation Plan ...............................................16 c. Front and Rear Canopy Plan ........................................17 d. Right and Left Canopy Plan .........................................18 IV. Survey Plats a. Plat of Subdivision ......................................................19 b. Plat of Vacation ..........................................................21 V. Civil Plan Set a. Title Sheet .................................................................22 b. Existing Conditions and Demolition Plan ......................23 c. Site Dimensional and Paving Plan ................................24 d. Grading Plan ..............................................................25 e. Utility Plan .................................................................26 f. Soil Erosion and Sediment Control Plan ........................27 g. Soil Erosion and Sediment Control Plan Details .............28 h. Construction Details ...................................................29 i. Construction Specifications ..........................................31 2.3.b Packet Pg. 33 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) VI. Landscape Plan Set a. Landscape Plan ..........................................................32 b. Landscape Details ......................................................33 c. Landscape Specs ........................................................34 VII. Exterior Lighting Plans a. Title Sheet .................................................................35 b. Luminaire Summary ...................................................36 c. Product Detail and Placement ......................................37 d. Illumination Mapping ..................................................38 e. Lighting Details ..........................................................39 VIII. Signage Plans a. Gas Price Sign ............................................................40 b. Building Sign ..............................................................41 IX. Due Diligence Items a. Competition Map ........................................................42 b. Conceptual Future Site Plan ........................................43 c. Traffic Study ..............................................................44 d. Truck Turn Exhibit ......................................................99 e. Existing Impervious Area Exhibit .................................103 f. Proposed Impervious Area Exhibit ................................104 2.3.b Packet Pg. 34 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 1 BUFFALO GROVE DEVELOPMENT WHAT/WHO IS TRUE NORTH ? truenorth was founded in 1999, when the family owned Lyden company formed an equity joint venture with Shell Oil Company. The Lyden Company, now known as True North Holdings, has been in the business for 99 years, with both the 3rd and 4th generations’ leading growth and development. Through its company operations, truenorth provides fuel and convenience retailing to customers at ~110 locations, while providing fuel to another ~200 independent dealers. Through all of the knowledgeable, hardworking and dedicated employees, they offer each customer Fast, Friendly, and Clean stores. PROJECT SUMMARY OVERVIEW truenorth has specifically selected Buffalo Grove to be the home of their next Chicagoland Gasoline and Convenience location due to the community attractiveness and strong strategic fit with its brands. The truenorth and Shell brands are positioned as premium brands, which both aspire to achieve quality through all they deliver….the materials used to construct the facilities, overall appearance inside and out, fuel and convenience products provided and great staff delivering Fast, Friendly and Clean service to each customer . The Southeast corner of Milwaukee and Riverwalk is a currently operated as Wooil Restaurant. The property cannot be expanded due to Cell Tower Leases entered by former owners of the property. The proposal will require building setback variations. The project will meet the parking code when taking into consideration, over half of those entering the convenience store will leave there car parked at the gasoline dispensers. truenorth will purchase and intends to hold the property in fee. truenorth will construct a 3500 square foot convenience store building primarily composed of natural materials, brick and limestone, with a pitched shingle roof. The fueling forecourt will include 6 gasoline dispensing units with ability to fuel 12 vehicles simultaneously, covered with a canopy displaying Shell’s clean globally recognized image. Clean LED lighting is utilized on both the interior and exterior of the facility. All surfaces will be composed of concrete, with no asphalt used on the site. 2.3.b Packet Pg. 35 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2 FISCAL IMPACT, HOURS OF OPERATION AND BEER/WINE LICENSE This project would create accretive tax revenue for the Village of Buffalo Grove. Based on Buffalo Grove’s share of the Lake County Sales Tax and the home rule tax, Buffalo Grove’s estimated revenue will be between $125-150k annually when mature (after 24 months), largely dependent on the extremely volatile price of fuel. For safety, cleanliness, competitive and economic reasons, the site operating hours would be twenty-four (24) hours a day and seven (7) days a week. The project would require the ability to sell beer and wine to compete with other Buffalo Grove and surrounding community convenience store offerings. True North holds over 100 beer and wine licenses currently and understands the extreme responsibility which comes with this privilege. As it relates to any age restricted item, our approach starts with training, but we also employ strict zero tolerance policies and even employ self-initiated third party programs to insure all of our staff are complying with our policies. IMPACT AS IT RELATES TO OTHER AREA GAS S TAIONS Related to competition to the South, the heavily traveled Milwaukee Avenue corridor is underserved relative to fuel with convenience due to the Lake/Cook Tax Line. The closest location South of the proposed fuel and convenience development on Milwaukee Avenue is a Gas Depot 5.5 miles away and estimated to take 13-15 minutes driving one way. This supply gap, created by the tax line, creates increased demand for fuel and convenience and Buffalo Grove is able to benefit by capturing the excess demand. Traveling Northbound on Milwaukee, from the Lake Cook Line there is only 1 other competitor (Speedway) located on the Eastside of Milwaukee all the way until a Marathon in Lincolnshire, over 3 miles away. On the West side of Milwaukee, there is another Speedway. With the new Woodman’s there will be a fueling opportunity West of Milwaukee on Deerfield Road. Consumers shopping at Mass Retailers are destination shoppers, so while Woodman’s will pull from a large geography from the big box, their fuel offering is not expected to have a significant impact on convenience retailers along the Milwaukee Corridor. Buffalo Grove is losing Premium Seeking customers to Lincolnshire and possible even Vernon Hills as each offer Premium Branded Fuel opportunities for consumers. For all the reasons above, we do not feel there will be significant cannibalization of existing fuel sales within Buffalo Grove, but instead overall expansion of the fuel sales and associated tax revenue. 2.3.b Packet Pg. 36 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 3 2.3.b Packet Pg. 37 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N 4 2.3.b Packet Pg. 38 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N 5 2.3.b Packet Pg. 39 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N 6 2.3.b Packet Pg. 40 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N 7 2.3.b Packet Pg. 41 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 8 2.3.b Packet Pg. 42 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 9 2.3.b Packet Pg. 43 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 10 2.3.b Packet Pg. 44 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 11 2.3.b Packet Pg. 45 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 12 2.3.b Packet Pg. 46 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 13 MATERIAL LISTING Front Entry: Eldorado Dry Creek Stacked Stone Brick: Glen Gery Utility size in Baxter Smooth ATAS metal color Classic Bronze 01 for: Top metal coping band, 17” EIFS band, and all standing seam metal awnings EIFS 3’-9” band to be custom colored matched to Eldorado Stone color Storefront frames: Anodized finish In Dark Bronze #40 Sungate 400 passive Low-E glass in clear& clear, 76% VLT 2.3.b Packet Pg. 47 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w 14 MATERIAL LISTING Brick: Glen Gery Utility size in Baxter Smooth ATAS metal color in Classic Bronze 01: Top metal coping band, EIFS smaller band, and all standing seam metal awnings In this color EIFS 3’-9” band to be custom matched to Eldorado Stone Indiana Limestone in Standard Buff for dumpster cap and window sills Dumpster gate Trex composite material, color to compliment brick color 2.3.b Packet Pg. 48 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w 15 E N TA 7/25/2018 TN a r c h i t e c t u r e P. O . B O X 5 0 7 3 NE W C A S T L E , P A 1 6 1 0 5 F. A . R o s s - A r c h i t e c t s (7 2 4 ) 6 5 8 - 7 8 9 2 (7 2 4 ) 6 5 8 - 7 8 8 6 FA X : PH O N E : references the current Ro s s . F r a n k A . R o s s i s a s o l e pr o p . o f F r a n k A . R o s s a r c h . of F r a n k A . R o s s a r c h i t e c t s ma n n e r w i t h o u t t h e e x p r e s s wr i t t e n c o n s e n t o f F r a n k A . Th e i n f o r m a t i o n c o n t a i n e d o n t h e s e dr a w i n g s a r e t h e s o l e p r o p e r t y Th e s e d r a w i n g s m a y n o t b e di s s e m i n a t e d o r u s e d i n a n y 9/ 1 1 / 0 1 WT C 4/ 4 / 7 3 expiration date 11 - 3 0 - 2 0 1 8 * Illinois Architecture Practice expiration date as listed Act of 1989 (225 ICLS 305 16) *subject to renewal in accordance w/ the si g n a t u r e : ex p i r e s : * da t e : SC LI T STEC RO S S FR A N K A . 21 5 8 7 E D ARC S TIH I E L L F I O I N O FLOOR PLAN 1'0 6"2' COUNTER SALES SALES AREA ROOM MGR. REFER TO Pgs. A-305 & A-306 & RELATED MGR. RM. INFO FOR DETAILED DIMENSIONS 4'3'5' SCALE: 1/4" = 1'-0" 10' calle d NOR T H 15' ROOM MEN'S ROOM WOMEN'S EXIT HALL REFER TO Pgs. A-303 & A-304 FOR DETAILED DIMENSIONS & RELATED RESTROOM INFO 2.3.b Packet Pg. 49 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 16 7/10/2018 TN --- a r c h i t e c t u r e F. A . R o s s - A r c h i t e c t s (7 2 4 ) 6 5 8 - 7 8 8 6 (7 2 4 ) 6 5 8 - 7 8 9 2 NE W C A S T L E , P A 1 6 1 0 5 PH O N E : FA X : P. O . B O X 5 0 7 3 of F r a n k A . R o s s a r c h i t e c t s dr a w i n g s a r e t h e s o l e p r o p e r t y Th e i n f o r m a t i o n c o n t a i n e d o n t h e s e 9/ 1 1 / 0 1 4/ 4 / 7 3 WT C di s s e m i n a t e d o r u s e d i n a n y Th e s e d r a w i n g s m a y n o t b e wr i t t e n c o n s e n t o f F r a n k A . ma n n e r w i t h o u t t h e e x p r e s s pr o p . o f F r a n k A . R o s s a r c h . Ro s s . F r a n k A . R o s s i s a s o l e I LC FR A N K A . I C accordance w/ the subject to renewal in Act of 1989 (225 ICLS 305 16) expiration date as listed Illinois Architecture Practice references the current expiration date 11 - 3 0 - 2 0 1 8 * * ex p i r e s : * N S E A D R E si g n a t u r e : da t e : T E L TS A 21 5 8 7 RO S S O I F L CETHI T O N I S 15' SCALE: 1/4" = 1'-0" 3'4'2'6"0 1'10'5' FRONT ELEVATION LEFT ELEVATION 1'6"0 3'2'4'5'10'15' SCALE: 1/4" = 1'-0" 2.3.b Packet Pg. 50 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 17 E N TA a r c h i t e c t u r e P. O . B O X 5 0 7 3 NE W C A S T L E , P A 1 6 1 0 5 F. A . R o s s - A r c h i t e c t s (7 2 4 ) 6 5 8 - 7 8 9 2 (7 2 4 ) 6 5 8 - 7 8 8 6 FA X : PH O N E : references the current Ro s s . F r a n k A . R o s s i s a s o l e pr o p . o f F r a n k A . R o s s a r c h . of F r a n k A . R o s s a r c h i t e c t s ma n n e r w i t h o u t t h e e x p r e s s wr i t t e n c o n s e n t o f F r a n k A . Th e i n f o r m a t i o n c o n t a i n e d o n t h e s e dr a w i n g s a r e t h e s o l e p r o p e r t y Th e s e d r a w i n g s m a y n o t b e di s s e m i n a t e d o r u s e d i n a n y 9/ 1 1 / 0 1 WT C 4/ 4 / 7 3 expiration date 11 - 3 0 - 2 0 1 8 * Illinois Architecture Practice expiration date as listed Act of 1989 (225 ICLS 305 16) *subject to renewal in accordance w/ the si g n a t u r e : ex p i r e s : * da t e : SC LI T STEC RO S S FR A N K A . 21 5 8 7 E D ARC S TIH I E L L F I O I N O 7/25/18 TN --- TOP OF DRIVE PROPOSED FRONT ELEVATION SCALE: 1/4" = 1'-0" 1'06"2'5'4'3'10'15' UTILITY SIZE BRICK TO MATCH BUILDING, GLEN GERY IN BAXTER SMOOTH TOP OF DRIVE PROPOSED REAR ELEVATION SCALE: 1/4" = 1'-0" 1'06"2'5'4'3'10'15' UTILITY SIZE BRICK TO MATCH BUILDING, GLEN GERY IN BAXTER SMOOTH 2.3.b Packet Pg. 51 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 18 TOP OF DRIVE SCALE: 1/4" = 1'-0" 1'06"2'5'4'3'10'15' UTILITY SIZE BRICK TO MATCH BUILDING, GLEN GERY IN BAXTER SMOOTH PROPOSED RIGHT SIDE ELEVATION TOP OF DRIVE SCALE: 1/4" = 1'-0" 1'06"2'5'4'3'10'15' UTILITY SIZE BRICK TO MATCH BUILDING, GLEN GERY IN BAXTER SMOOTH E N TA a r c h i t e c t u r e P. O . B O X 5 0 7 3 NE W C A S T L E , P A 1 6 1 0 5 F. A . R o s s - A r c h i t e c t s (7 2 4 ) 6 5 8 - 7 8 9 2 (7 2 4 ) 6 5 8 - 7 8 8 6 FA X : PH O N E : references the current Ro s s . F r a n k A . R o s s i s a s o l e pr o p . o f F r a n k A . R o s s a r c h . of F r a n k A . R o s s a r c h i t e c t s ma n n e r w i t h o u t t h e e x p r e s s wr i t t e n c o n s e n t o f F r a n k A . Th e i n f o r m a t i o n c o n t a i n e d o n t h e s e dr a w i n g s a r e t h e s o l e p r o p e r t y Th e s e d r a w i n g s m a y n o t b e di s s e m i n a t e d o r u s e d i n a n y 9/ 1 1 / 0 1 WT C 4/ 4 / 7 3 expiration date 11 - 3 0 - 2 0 1 8 * Illinois Architecture Practice expiration date as listed Act of 1989 (225 ICLS 305 16) *subject to renewal in accordance w/ the si g n a t u r e : ex p i r e s : * da t e : SC LI T STEC RO S S FR A N K A . 21 5 8 7 E D ARC S TIH I E L L F I O I N O 7/25/18 TN --- PROPOSED LEFT SIDE ELEVATION 2.3.b Packet Pg. 52 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 19 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TE R R A C O P A R K S U B D I V I S I O N BU F F A L O G R O V E , I L L I N O I S FI N A L P L A T O F S U B D I V I S I O N 1 2 2.3.b Packet Pg. 53 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 20 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TE R R A C O P A R K S U B D I V I S I O N BU F F A L O G R O V E , I L L I N O I S FI N A L P L A T O F S U B D I V I S I O N 2 2 “ ” 062-060928 2.3.b Packet Pg. 54 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 21 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM ST J A M E S C I R C L E V A C A T I O N BU F F A L O G R O V E , I L L I N O I S PL A T O F V A C A T I O N 1 1 2.3.b Packet Pg. 55 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 22 TRUE NORTH for Proposed Improvements 185 N. MILWAUKEE AVE. VILLAGE OF BUFFALO GROVE, ILLINOIS TM PROJECT LOCATION PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S TI T L E S H E E T 1 10 Au g u s t 3 , 2 0 1 8 - 1 5 : 4 6 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 0 1 - T I T L E . d w g U p d a t e d B y : JM i l l e r 2.3.b Packet Pg. 56 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 23 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S EX I S T I N G C O N D I T I O N S A N D D E M O L I T I O N P L A N 2 10 Au g u s t 3 , 2 0 1 8 - 1 3 : 2 1 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 0 2 - E X - D E M O . d w g U p d a t e d B y : JM i l l e r 2.3.b Packet Pg. 57 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 24 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S SI T E D I M E N S I O N A L A N D P A V I N G P L A N 3 10 Au g u s t 3 , 2 0 1 8 - 1 5 : 4 5 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 0 3 - S I T E . d w g U p d a t e d B y : JM i l l e r 2.3.b Packet Pg. 58 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 25 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S GR A D I N G P L A N 4 10 Au g u s t 3 , 2 0 1 8 - 1 5 : 4 6 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 0 4 - G R A D I N G . d w g U p d a t e d B y : JM i l l e r 2.3.b Packet Pg. 59 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 26 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S UT I L I T Y P L A N 5 10 Au g u s t 3 , 2 0 1 8 - 1 5 : 4 5 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 0 5 - U T I L I T Y . d w g U p d a t e d B y : JM i l l e r 2.3.b Packet Pg. 60 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 27 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S SO I L E R O S I O N A N D S E D I M E N T C O N T R O L P L A N 6 10 Au g u s t 3 , 2 0 1 8 - 1 1 : 2 0 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 0 6 - 0 7 - S E C P . d w g U p d a t e d B y : AJ o h n s o n 2.3.b Packet Pg. 61 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 28 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S SO I L E R O S I O N A N D S E D I M E N T C O N T R O L P L A N D E T A I L S 7 10 Au g u s t 3 , 2 0 1 8 - 1 1 : 2 0 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 0 6 - 0 7 - S E C P . d w g U p d a t e d B y : AJ o h n s o n 2.3.b Packet Pg. 62 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 29 SHOULD A CONFLICT ARISE BETWEEN MANHARD DETAILS AND THE CITY DETAILS, THE CITY DETAILS SHALL TAKE PRECEDENCE. PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S CO N S T R U C T I O N D E T A I L S 8 10 Au g u s t 3 , 2 0 1 8 - 1 2 : 1 8 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 0 8 - 0 9 - D E T A I L S . d w g U p d a t e d B y : JM i l l e r 2.3.b Packet Pg. 63 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 30 SHOULD A CONFLICT ARISE BETWEEN MANHARD DETAILS AND THE CITY DETAILS, THE CITY DETAILS SHALL TAKE PRECEDENCE. PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S CO N S T R U C T I O N D E T A I L S 9 10 Au g u s t 3 , 2 0 1 8 - 1 2 : 1 8 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 0 8 - 0 9 - D E T A I L S . d w g U p d a t e d B y : JM i l l e r 2.3.b Packet Pg. 64 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 31 SHOULD A CONFLICT ARISE BETWEEN THE MANHARD SPECIFICATIONS AND THE VILLAGE SPECIFICATIONS, THE VILLAGE SPECIFICATIONS TAKE PRECEDENCE. 06-01-16 MANHARD CONSULTING, LTD. STANDARD SPECIFICATIONS GENERAL CONDITIONS CONTRACTOR acknowledges and agrees that the use and reliance of these Plans and Specifications is sufficient consideration for CONTRACTOR'S covenants stated herein. DEFINITION OF TERMS a."CLIENT” shall mean TERRACO, INC , which is the person or entity with whom Manhard Consulting, Ltd. has contracted with to prepare Civil Engineering PLANS and SPECIFICATIONS. b.“ENGINEER” shall mean Manhard Consulting, Ltd., a Civil Engineering consultant on the subject project. c.“PLANS and SPECIFICATIONS” shall mean the Civil Engineering PLANS and SPECIFICATIONS prepared by the ENGINEER, which may be a part of the contract documents for the subject project. d.“CONTRACTOR” shall mean any person or entity performing any work described in the PLANS and SPECIFICATIONS. e.“JURISDICTIONAL GOVERNMENTAL ENTITY” shall mean any municipal, county, state or federal unit of government from whom an approval, permit and/or review is required for any aspect of the subject project. INTENT OF THE PLANS AND SPECIFICATIONS The intent of the PLANS and SPECIFICATIONS is to set forth certain requirements of performance, type of equipment and structures, and standards of materials and construction. They may also identify labor and materials, equipment and transportation necessary for the proper execution of the work but are not intended to be infinitely determined so as to include minor items obviously required as part of the work. The PLANS and SPECIFICATIONS require new material and equipment unless otherwise indicated, and to require complete performance of the work in spite of omissions of specific references to any minor component part. It is not intended, however, that materials or work not covered by or properly inferred from any heading, branch, class or trade of the SPECIFICATIONS shall be supplied unless distinctly so noted. Materials or work described in words, which so applied have a well-known technical or trade meaning, shall be held to refer to such recognized standards. INTERPRETATION OF PLANS AND SPECIFICATIONS a.The CLIENT and/or CONTRACTOR shall promptly report any errors or ambiguities in the PLANS and SPECIFICATIONS to the ENGINEER. Questions as to meaning of PLANS and SPECIFICATIONS shall be interpreted by the ENGINEER, whose decision shall be final and binding on all parties concerned. b.The ENGINEER will provide the CLIENT with such information as may be required to show revised or additional details of construction. c.Should any discrepancies or conflicts on the PLANS or SPECIFICATIONS be discovered either prior to or after award of the contract, the ENGINEER's attention shall be called to the same before the work is begun thereon and the proper corrections made. Neither the CLIENT nor the CONTRACTOR may take advantage of any error or omissions in the PLANS and SPECIFICATIONS. The ENGINEER will provide information when errors or omissions are discovered. GOVERNING BODIES All works herein proposed shall be completed in accordance with all requirements of any JURISDICTIONAL GOVERNMENTAL ENTITY, and all such pertinent laws, directives, ordinances and the like shall be considered to be a part of these SPECIFICATIONS. If a discrepancy is noted between the PLANS and SPECIFICATIONS and requirements of any JURISDICTIONAL GOVERNMENTAL ENTITY, the CLIENT and/or the CONTRACTOR shall immediately notify the ENGINEER in writing. LOCATION OF UNDERGROUND FACILITIES AND UTILITIES When the PLANS and SPECIFICATIONS include information pertaining to the location of existing underground facilities and utilities (including but not limited to water mains, sanitary sewers, storm sewers, electric, telephone, gas and cable TV lines), such information represents only the opinion of the ENGINEER as to the approximate location and elevation of such facilities and utilities. At the locations wherein detailed positions of these facilities and utilities become necessary to the new construction, including all points of connection, the CONTRACTOR shall furnish all labor and tools to verify or definitely establish the horizontal location, elevation, size and material (if appropriate) of the facilities and utilities. The CONTRACTOR shall notify the ENGINEER at least 48 hours prior to construction if any discrepancies in existing utility information or conflicts with existing utilities exist. The ENGINEER assumes no responsibility whatever with respect to the sufficiency or accuracy of the information shown on the PLANS and SPECIFICATIONS relative to the location of underground facilities and utilities, nor the manner in which they are removed or adjusted. It shall be the CONTRACTOR's responsibility prior to construction, to notify all Utility Companies of the intent to begin construction and to verify the actual location of all such facilities and utilities. The CONTRACTOR shall also obtain from the respective Utility Companies the working schedules for removing or adjusting these facilities. UNSUITABLE SOILS The PLANS have been prepared by the ENGINEER based on the assumption that all soils on the project are suitable to support the proposed improvements shown. The CLIENT or CONTRACTOR shall immediately notify the ENGINEER if he discovers or encounters an obstruction that prevents the installation of the improvement according to the line and grades shown on the PLANS. PROTECTION OF TREES All trees that are not to be removed shall be protected from damage. Trees shall not be removed unless requested to do so in writing by the CLIENT. NOTIFICATION OF OWNERS OF FACILITIES AND UTILITIES The CONTRACTOR shall notify all applicable Jurisdictional Governmental Entities or utility companies, i.e., water, sewer, electric, telephone, gas and cable TV prior to beginning any construction so that said entity or company can establish the location and elevation of underground pipes, conduits or cables adjoining or crossing proposed construction. TRAFFIC CONTROL The CONTRACTOR shall provide when required by any JURISDICTIONAL GOVERNMENTAL ENTITY, all signs, equipment, and personnel necessary to provide for safe and efficient traffic flow in all areas where the work will interrupt, interfere or cause to change in any form, the conditions of traffic flow that existed prior to the commencement of any portions of the work. The CLIENT may, at his discretion, require the CONTRACTOR to furnish traffic control under these or other circumstances where in his opinion it is necessary for the protection of life and property. Emergency vehicle access shall be maintained at all times. Unless authorized by the CLIENT or CLIENT's construction representative, all existing access points shall be maintained at all times by the CONTRACTOR. The need for traffic control shall be anticipated by the CLIENT. WORK AREA The CONTRACTOR, his agents and employees and their employees and all equipment, machinery and vehicles shall confine their work within the boundaries of the project or work area specified by the Client. The CONTRACTOR shall be solely liable for damage caused by him or his agents and employees and their equipment, machinery and vehicles on adjacent property or areas outside designated work areas. UTILITY POLES It shall be the responsibility of the CONTRACTOR to arrange for the relocation or bracing of existing utility poles that may be within the working limits of this contract. It is expressly understood that all work and costs connected with the maintenance of these utility poles, their temporary relocations, etc., shall be the responsibility of the CLIENT or the CONTRACTOR. RESTORATION It is the intent of these SPECIFICATIONS that clean-up and final restoration shall be performed immediately upon completion of each phase of the work, both inside and outside the Project, or when so directed by the CLIENT so that these areas will be restored as nearly as possible to their original condition or better, and shall include but not be limited to, restoration of maintained lawns and rights-of-way, roadways, driveways, sidewalks, ditches, bushes, hedges, trees, shrubs, fences, mailboxes, sewers, drain tiles, water mains, etc. CLEANING UP The CONTRACTOR shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees or work, and at the completion of the work he shall remove all his rubbish, tools, scaffolding and surplus materials and shall leave his work "broom clean" or its equivalent, unless more exactly specified. ROAD CLEANING The CONTRACTOR shall maintain roadways adjoining the project site free from mud and debris at all times. If mud and/or debris is carried onto the roadways from vehicles entering onto the highway from either the CONTRACTOR's trucks, his employees' vehicles, or his material suppliers, the CONTRACTOR shall immediately remove said mud and/or debris. SAFETY AND PROTECTION The CONTRACTOR shall be solely and completely responsible for the conditions of the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. The CONTRACTOR shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR's duties and responsibilities for safety and for protection of the work shall continue until such time as all work is completed and the CLIENT has notified CONTRACTOR that the work is acceptable. The duties of the ENGINEER do not include review of the adequacy of either the CONTRACTOR's or the general public's safety in, on, or near the construction site. HOLD HARMLESS To the fullest extent permitted by law, any CONTRACTOR; material supplier or other entity by use of these plans and specifications hereby waives any right of contribution and agrees to indemnify, defend, save and hold harmless the CLIENT and ENGINEER and its agents, employees and consultants from and against all manner of claims, causes, causes of action, damages, losses and expenses, including but not limited to, attorneys' fees arising out of, resulting from or in connection with the performance of any work, pursuant to or with respect to these plans and specifications. However, this indemnity shall not be construed to indemnify ENGINEER, its consultants, agents or employees against its own negligence. Claims, damages, losses and expenses as these words are used in the Agreement shall mean and include, but not be limited to (1) injury or damage occurring by reason of the failure of or use or misuse of any hoist, riggings, blocking, scaffolding or any and all other kinds of items of equipment, whether or not the same be owned, furnished or loaned by any part or entity, including any contractor; (2) all attorneys' fees and costs incurred in bringing an action to enforce the provisions of this indemnity; (3) costs for time expended by the indemnified party and its employees, at its usual rates plus costs or travel, long distance telephone and reproduction of documents and (4) consequential damages. In any and all claims against the CLIENT or ENGINEER or any of their agents or employees and consultants by any party, including any employee of the CONTRACTOR or any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation shall not be limited in any way by any limitation on the amount of type of damages, compensation or benefits payable by or for the CONTRACTOR or any Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts or any insurance maintained by CONTRACTOR or any Subcontractor or any other party. INSURANCE Any party using or relying on these plans, including any contractor, material supplier, or other entity shall obtain, (prior to commencing any work) general public liability insurance insuring against all damages and claims for any bodily injuries, death or property damage arising out of any work, including the construction work provided for in these plans, and shall name the CLIENT and ENGINEER and its consultants, agents and representatives as additional insureds under such insurance policy; provided that any party using or relying on these plans having obligations to maintain specific insurance by reason of any agreement with CLIENT or any CONTRACTOR or ENGINEER shall provide evidence and certificates of insurance as required by such contract or agreement. Such insurance must contain a clause stating that the insurance is primary coverage for ENGINEER and ENGINEER's other applicable coverage is considered secondary. Such insurance shall not limit any liability of any party providing work or services or providing materials. THIRD PARTY BENEFICIARY Manhard Consulting, Ltd., the ENGINEER, is intended to be a third party beneficiary of this willing agreement and requirement. Note: These Specifications are for Northern Illinois. DETAILED SPECIFICATIONS I. DEMOLITION The CONTRACTOR shall coordinate with respective utility companies prior to the removal and/or relocation of utilities. The CONTRACTOR shall coordinate with the utility company concerning portions of work which may be performed by the Utility Company's forces and any fees which are to be paid to the utility company for their services. The CONTRACTOR is responsible for paying for all fees and charges. Should removal and/or relocation activities damage features indicated to remain, the CONTRACTOR shall provide new materials/structures in accordance with the contract documents. Except for materials designed to be relocated on this plan, all other construction materials shall be new. Prior to demolition occurring, all erosion control devices are to be installed. All existing utility lines and conduits located under proposed buildings shall be removed and properly backfilled. All utility lines and conduits located under drives, on-site roads, parking lots or sidewalks shall be filled with a flowable backfill and end plugged. All existing structures shall be removed. All existing utility lines located under landscape areas shall be left in place and plugged at all structures. The CONTRACTOR is responsible for demolition, removal and disposal (in a location approved by all JURISDICTIONAL GOVERNING ENTITIES) of all structures, pads, walls, flumes, foundations, road, parking lots, drives, drainage structures, utilities, etc., such that the improvements shown on these plans can be constructed. All demolition work shall be in accordance with all applicable federal, state and local requirements. All facilities to be removed shall be undercut to suitable material and brought to grade with suitable compacted fill material per the specifications. The CONTRACTOR is responsible for obtaining all permits required for demolition and disposal. Electrical, telephone, cable, water, fiber optic cable and/or gas lines needing to be removed shall be coordinated by the CONTRACTOR with the affected utility company. CONTRACTOR must protect the public at all times with fencing, barricades, enclosures, and other appropriate best management practices. Continuous access shall be maintained for surrounding properties at all times during demolition. All fire access lanes within the project area shall remain in service, clean of debris, and accessible for use by emergency vehicles. The CONTRACTOR shall coordinate water main work with the Fire Department and the JURISDICTIONAL GOVERNING ENTITY to plan the proposed improvements and to ensure adequate fire protection is available to the facility and site throughout this specific work and through all phases of construction. CONTRACTOR shall be responsible for any required water main shut offs with the JURISDICTIONAL GOVERNING ENTITY during construction. Any costs associated with water main shut offs will be the responsibility of the CONTRACTOR and no extra compensation will be provided. CONTRACTOR shall maintain all existing parking areas, sidewalks, drives, etc. clear and free from any construction activity and/or material to ensure easy and safe pedestrian and vehicular traffic to and from the site. CONTRACTOR shall coordinate/phase all construction activity within proximity of the building and utility interruptions with the facility manager to minimize disturbance and inconvenience to facility operations. CONTRACTOR may limit saw-cut and pavement removal to only those areas where it is required as shown on these construction plans, however if any damage is incurred on any of the surrounding pavement, etc. the CONTRACTOR shall be responsible for ITS removal and repair. Any existing wells encountered shall be exposed and sealed 3' below proposed finish grade by the CONTRACTOR in accordance with Section 920.120 (latest edition) of the Illinois Water Well Construction Code, Department of Public Health, and all applicable local rules and regulations. CONTRACTOR is responsible for obtaining all permits required by JURISDICTIONAL GOVERNMENTAL ENTITIES for abandoning existing wells. Any existing septic tanks and grease traps encountered shall have all liquids and solids removed and disposed of by a licensed commercial hauler in accordance with JURISDICTIONAL GOVERNING ENTITY regulations, and the tank and grease traps shall then be filled with suitable materials or removed from the site and disposed of by the CONTRACTOR. Voids left by any item removed under any proposed building, pavement, walk, etc. or within 24” thereof shall be filled and compacted with suitable materials by the CONTRACTOR. The CONTRACTOR shall be responsible for the disconnection of utility services to the existing buildings prior to demolition of the buildings. Any material containing asbestos found within existing structures shall be removed from the site and disposed of off-site by the CONTRACTOR in accordance with County, State and Federal regulations. CONTRACTOR shall develop and implement a daily program of dust control and shall submit and obtain JURISDICTIONAL GOVERNING ENTITY approval of dust control procedures prior to demolition of any structures. Modification of dust control procedures shall be performed by the CONTRACTOR to the satisfaction of the JURISDICTIONAL GOVERNING ENTITY as requested. The CONTRACTOR shall coordinate all demolition with the JURISDICTIONAL GOVERNING ENTITY and CLIENT to ensure protection and maintenance of sanitary sewer and water utilities as necessary and to provide stormwater conveyance until new facilities are constructed, tested and placed into operation. The locations of all existing utilities shown on this plan have been determined from the best information available and are given for the convenience of the CONTRACTOR and are not to be interpreted as the exact location, or as the only obstacles that may occur on the site. The ENGINEER assumes no responsibility for their accuracy. Prior to the start of any demolition activity, the CONTRACTOR shall notify the utility companies for location of existing utilities and shall verify existing conditions and proceed with caution around any anticipated features. The CONTRACTOR is responsible for removing the existing irrigation system in the areas of proposed improvements. The contractor shall cap the existing irrigation system to remain such that the remaining system shall continue to function properly. The parking lot shall be completed in sections such that it does not interrupt the facility operations. The CONTRACTOR shall coordinate with the construction manager for work to be performed. II.EARTHWORK STANDARDS This work shall be completed in conformance with the applicable sections of the Standard Specifications for Road and Bridge Construction, Department of Transportation, State of Illinois, latest edition except as modified below. SOIL BORING DATA Copies of results of soil boring and reports, if such borings were taken by the CLIENT in the vicinity of the proposed construction site, should be made available by the CLIENT to the CONTRACTOR. These borings are presented for whatever purpose the CONTRACTOR chooses to make of them. The ENGINEER makes no representation or warranty regarding the number, location, spacing or depth of borings taken, nor of the accuracy or reliability of the information given in the results thereof. Further, the ENGINEER does not assume responsibility for the possibility that during construction, the soil and groundwater condition may be different than indicated. Neither does the ENGINEER assume responsibility for variations of soil and groundwater at location between borings. The CONTRACTOR is required to make its own borings, explorations and observations to determine soil and groundwater conditions. EARTHWORK CALCULATIONS AND CROSS SECTIONS The CONTRACTOR understands that any earthwork calculations, quantities or cross sections that have been furnished by the ENGINEER are for information only and are provided without any guarantee by the CLIENT or ENGINEER whatsoever as to their sufficiency or accuracy. CONTRACTOR warrants that he has performed his own subsurface investigations as necessary and his own calculations and cross sections to determine site soil conditions and earthwork volumes. The ENGINEER makes no representation or guarantee regarding earthwork quantities or that the earthwork for this project will balance due to the varying field conditions, changing soil types, allowable construction to tolerances and construction methods that are beyond the control of the ENGINEER. CLEARING, GRUBBING AND TREE REMOVAL The site shall be cleared, grubbed, and trees and stumps removed where designated on the PLANS. Trees designated to remain shall be protected from damage. TOPSOIL STRIPPING Upon completion of demolition, clearing, grubbing and tree removal, all topsoil shall be stripped from under all buildings and pavements areas, and other areas necessary to complete the work. Topsoil stripped shall be placed in stockpiles in locations as designated by the CLIENT. TOPSOIL RESPREAD Upon completion of roadway and/or parking lot improvements and installation of underground utilities a minimum of six inches (6") of topsoil shall be respread over all unpaved areas which have been disturbed by earthwork construction, except building pads and other designated areas, which shall be kept free from topsoil. SEEDING Upon completion of topsoil respread, the CONTRACTOR shall apply seed and fertilizer to all respread areas in accordance with IDOT standards or as designated on landscape drawings and specifications provided by the CLIENT. SODDING Upon completion of topsoil respread, the CONTRACTOR shall install sod to all areas designated on the plans or as designated on the landscape drawings and specifications provided by the CLIENT. EXCAVATION AND EMBANKMENT Upon completion of topsoil stripping, all excavation and embankments shall be completed as shown on the PLANS. All suitable excavated materials shall be hauled, placed (moisture conditioned if necessary) and compacted in the embankment areas. The CONTRACTOR shall include all dewatering, temporary ditching and culverts necessary to complete the excavation and embankment. Specifically included in the scope of Excavation and Embankments is grading and shaping of all cut or fill areas including swales and ditches; handling of sewer spoil, etc., and all work required to provide positive drainage at the end of each working day and upon completion of a section. The CONTRACTOR shall be responsible for the excavation of all swales and ditches and for the excavation or filling of the roads, building pads and parking lots within the work limits to lines & grades shown on the plans. He shall be responsible for obtaining compaction in accordance with the minimum values listed in the table below for all embankments unless more stringent values are listed in the soils report or are approved by the CLIENT, and to use any method approved by the CLIENT necessary to obtain this compaction (i.e., soil fabric or any undercutting that may be required). Percent Compaction Pavement & Type Material Standard Floor Slabs Grass Areas Sandy Soils Modified Proctor 95%90% Clayey Soils Standard Proctor 95%90% The CONTRACTOR shall notify the CLIENT if proper compaction cannot be obtained so that the CLIENT may determine what remedial measures may be needed. A soils testing firm employed by the CLIENT shall determine which soils are unsuitable. Materials in their natural state being defined as unsuitable that would be suitable material if moisture conditioned, shall be conditioned by the CONTRACTOR and used as suitable embankment material or hauled from the site. For purposes of definition, unsuitable material shall be as follows unless determined otherwise by the Soils Engineer: 1.Any soil whose optimum moisture content exceeds 25%. 2.Any cohesive soil with an unconfined compressive strength of 1.5 tons per square foot or less. 3.Any soil whose silt content exceeds 60% by weight. 4.Any soil whose maximum density is less than 100 pounds per cubic foot. 5.Any soil containing organic, deleterious, or hazardous material. Upon completion of excavation and shaping of the water retention areas intended to maintain a permanent pool of water, all silt seams and granular or sandy soils shall be removed to a minimum depth of three feet below the subgrade and replaced with an impermeable clay liner, including adjacent to and under storm sewer inlets and outlets. It is the intent of these PLANS and SPECIFICATIONS that the CONTRACTOR shall prepare the lake bottoms, side slopes, and compaction thereof such that the lakes will maintain the proposed normal water level and that leakage does not exceed ½ inch per week. Ditches and swales are to be excavated to the lines and grades indicated on the PLANS. All suitable materials excavated from the ditches shall be used in construction of the embankments. The CONTRACTOR shall notify the CLIENT immediately upon encountering groundwater during excavation. If in the opinion of the CLIENT or the JURISDICTIONAL GOVERNING ENTITY this condition necessitates the installation of perforated drain tile bedded in washed gravel or open storm sewer joints wrapped with fabric, the CONTRACTOR shall install the same. During excavation and embankment, grades may be adjusted to achieve an overall site earthwork balance. The CONTRACTOR shall cooperate fully with the CLIENT in adjustment of grades, construction methods and placement of material to meet the above goals and shall immediately advise CLIENT if he believes that the earthwork will not balance. It is the intent of these PLANS that storm waters falling on the site be diverted into sedimentation / lake / detention basins during construction. The CONTRACTOR shall construct and maintain any temporary ditches or swales that are necessary to accomplish this prior to beginning mass excavation. EROSION CONTROL Suitable erosion control practices shall be maintained by the CONTRACTOR in accordance with Illinois Urban Manual and all applicable Soil Erosion and Sedimentation Control ordinances and the PLANS. UNDERCUTTING DURING EARTHWORK If the subgrade cannot be dried adequately by discing as outlined above for placement of material to planned grades and if the CLIENT determines that the subgrade does not meet the standards set forth above, the CLIENT may require undercutting. MISCELLANEOUS CONTRACT ITEMS The following items may be required at the CLIENT's option, as indicated on the PLANS or as required by the JURISDICTIONAL GOVERNING ENTITY: (1)GEOTEXTILE FABRIC Geotextile fabric or approved equal shall be provided in areas as designated by the CLIENT, as indicated on the PLANS or as required by the JURISDICTIONAL GOVERNING ENTITY where proper compaction of embankments over existing soft soils is not possible. Geotextile fabric shall meet the material specifications of and shall be installed in accordance with the above standards. (2)EROSION CONTROL BLANKET Erosion control blanket or approved equal shall be provided in areas as designated by the CLIENT, as indicated on the PLANS or as required by the JURISDICTIONAL GOVERNING ENTITY for the stabilization of disturbed areas. Erosion control blanket shall meet the material specifications of and shall be installed in accordance with the above standards, the Illinois Urban Manual and/or the details shown on the PLANS. III.UNDERGROUND IMPROVEMENTS A. GENERAL STANDARDS All underground improvements shall be constructed and tested in accordance with the Standard Specifications for Water and Sewer Construction in Illinois and Standard Specifications for Road and Bridge Construction, Department of Transportation, State of Illinois, latest edition. In the event of conflicting guidelines, the more restrictive shall govern. SELECTED GRANULAR BACKFILL Selected Granular Backfill shall be required for all sewer and water main trenches lying under existing or proposed streets, driveways, parking lots and within 24" thereof, and where noted on PLANS. All material placed in such trenches shall be in accordance with the above standards. MANHOLES, CATCH BASIN, INLETS & VALVE VAULTS All Manholes, Catch Basins, Inlets, and Valve Vaults shall be constructed of reinforced precast concrete ring construction with tongue and groove joints in conformance with the latest revision of ASTM designation C-478. All joints between sections and frames (except sanitary manholes, see Section IIIB Manholes, below) shall be sealed with mastic type bituminous jointing compound. CONTRACTOR shall remove all excess mastic on inside of structure and butter joints with mortar. Manholes are to have offset cones except that no cone shall be used on storm manholes 6'-0" deep or less in which case a reinforced concrete flat top section shall be used, and Valve Vaults shall have concentric cones. Only concrete adjustment rings will be permitted where necessary and shall be limited to two adjustment rings totaling not more than 8" in height. All manholes and catch basin steps shall be copolymer polypropylene with continuous ½” steel reinforcement as manufactured by MA Industries, or approved equal. AUGER/BORING AND CASING Casing pipe shall be welded steel pipe, installed where shown on the PLANS. The carrier pipe shall be securely blocked and banded and sanitary and storm sewers shall maintain the specified gradient. Upon installing the carrier pipe the ends shall be sealed with hydraulic cement. AUGER (OPEN BORE) The CONTRACTOR shall auger (open bore) where noted on PLANS. HORIZONTAL AND VERTICAL SEPARATION OF WATER AND SEWER MAINS Horizontal and vertical separation of water and sewer mains shall be in accordance with Standard Specifications for Water and Sewer Construction in Illinois Section 41-2.01A and 41-2.01B and Standard Drawing 18, 19, 20, 21, 22, 23 and 24. STRUCTURE ADJUSTMENTS Structures shall be adjusted to the finished grade as shown on PLANS. B. SANITARY SEWERS AND APPURTENANCES SANITARY SEWER PIPE Sanitary sewer pipe including building services, shall conform to the following: (1)Polyvinyl Chloride (PVC) Sewer Pipe shall conform to ASTM D3034 (4-inch thru 15-inch) or ASTM F679 (18-inch thru 48-inch) minimum SDR 26 with flexible elastomeric seal gasket gasketed joints conforming to ASTM D3212 and F477. (2)Ductile Iron Sewer Pipe shall conform with ANSI/AWWA C151/A21.51 Class 50, cement lined with push on type joints conforming to ANSI/AWWA C111/A21.11. (3)Extra Strength Clay Sewer Pipe shall conform with ASTM Specification C700 (glazed) with ASTM D1784 type joints conforming to Clow NO-BEL (ESVCP), with flexible gasket meeting ASTM C425 (MWRD only). Sanitary sewers shall include bedding and backfilling. MANHOLES Manholes shall be constructed in conformance with Section IIIA Manholes, etc. above. The concrete base and bottom section shall be constructed of precast reinforced concrete monolithically cast sections including benches, pipe connection and invert flow lines. Manhole frame and lids shall be Neenah R-1772 or approved equal, with lids imprinted "SANITARY", with recessed pick holes. Manhole joints between adjustment rings and frames and between manhole sections shall be set on preformed plastic gasket consisting of a homogeneous blend of refined hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler to provide a water tight seal. All pipe connection openings shall be precast with resilient rubber watertight pipe sleeves. A 10" elastomeric band (chimney seal) shall be installed extending from the manhole top to the manhole frame as shown on detail. Manholes shall include steps, frame & grate, bedding, and trench backfill. FOUNDATION, BEDDING AND HAUNCHING Foundation, Bedding and Haunching shall be wet coarse aggregate or moist fine aggregate in accordance with the above standards and placed as shown on the detail. TESTING Sanitary sewers shall be air tested and tested for deflection in accordance with the requirements of Section 31-1.12 “TESTING AND INSPECTION FOR ACCEPTANCE OF SANITARY SEWERS” of the Standard Specifications for Water and Sewer Construction in Illinois or the JURISDICTIONAL GOVERNING ENTITY, whichever is more restrictive. In addition, a televised inspection of the completed sanitary sewers shall be conducted and a copy of the videotape and report furnished to the JURISDICTIONAL GOVERNING ENTITY. All sanitary manholes are to be tested for water tightness in accordance with ASTM C969 “Standard Practice for Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines”, or ASTM C1244 “Standard Test Method for Concrete Sewer Manholes by the Negative Pressure (Vacuum) Test”. SERVICES A wye branch or "tee" and sanitary service line, properly plugged and sealed shall be constructed as shown on the PLANS. The ends of all services shall be marked with a 4"x4" post extending 36" above grade and painted red. The CONTRACTOR shall keep accurate records of all Wye or Tee locations as measured from the downstream manhole as well as the service lengths and furnish same to CLIENT. RISERS Risers shall be constructed in locations as shown on the PLANS and according to the detail. DROP MANHOLE CONNECTIONS Drop manhole connections to existing manholes shall be constructed according to the PLANS and the detail. SANITARY SEWER FORCE MAIN Sanitary sewer force main shall conform to the following: (1)Polyvinyl Chloride (PVC) Pressure Pipe conforming to the latest revision of ANSI/AWWA C900, Class 150 with integral bell and flexible elastomeric gasket joints conforming to ASTM F477. (2)Ductile iron cement lined pipe conforming to the latest revision of ANSI/AWWA C151/A21.51, Thickness Class 50, minimum 150 psi working pressure with “push on” type joints. Force mains shall have a minimum of five feet six inches (5'-6”) of cover and shall include bedding and trench backfill. Upon completion of installation, force mains are to be plugged and pressure tested at 2 times the working pressure or total dynamic head for a period of 10 minutes, with no loss of pressure or as required by the JURISDICTIONAL GOVERNING ENTITY, whichever is more stringent. TELEVISION INSPECTION Upon completion of construction a television inspection of the sanitary sewer system shall be performed on all portions of the sewer if required by the JURISDICTIONAL GOVERNING ENTITY. Videotapes and written report of all television inspections shall be provided to the CLIENT. The form of report and type and format of the videotape shall be approved by the JURISDICTIONAL GOVERNING ENTITY. All sewers and appurtenances shall be cleaned prior to inspection and testing required by this section. All defects and corrective work required as the result of television inspection shall be performed by the CONTRACTOR without delay. All dips, cracks, leaks, improperly sealed joints and departures from approved grades and alignment shall be repaired by removing and replacing the involved sections of pipe. Upon completion thereof, the sewer shall be retested and such further inspection made as may appear warranted by the CLIENT. MISCELLANEOUS All floor drains shall be connected to the sanitary sewer. C. WATER MAINS AND APPURTENANCES :$7(50$,13,3( ´$1'/$5*(5 Water main pipe shall conform to the following: (1)Ductile iron pipe shall be per ANSI/AWWA C151/A21.51, Thickness Class 52, minimum 150 psi working pressure, cement lined in accordance with ANSI/AWWA C104/A21.4, with “push on” type joints.(2) (2)Polyvinyl Chloride Pipe (PVC) conforming to the latest revision of ANSI/AWWA C900 (4-inch thru 12-inch) or ANSI/AWWA C905 (14-inch thru 48-inch) with a pressure rating of 235 psi, SDR 18 in accordance with ASTM D2241. Joints shall be pressure rated in accordance with ASTM D3139 with elastomeric seals in accordance with ASTM F477. Installation shall be in accordance with ANSI/AWWA C600 (Ductile Iron) or ANSI/AWWA C605 (PVC). All water main shall have mechanical joint cast iron or ductile iron fittings in accordance with ANSI/AWWA C110/A21.10 or compact ductile iron fittings in accordance with ANSI/AWWA C153/A21.53 with 250 psi working pressure. Poured or monolithic concrete thrust blocks are required to brace all tees, plugs, caps, and bends of 11 1/4 degree deflection or greater. Minimum cover for all water mains, including services, shall be 5'-6" from the finished grade. Water main shall include bedding and backfilling. WATER VALVES All valves shall be resilient wedge gate valves conforming to the latest revision of ANSI/AWWA C515, with a rated working pressure of 200 psi in accordance with JURISDICTIONAL GOVERNING ENTITY requirements, except that butterfly valves conforming to ANSI/AWWA C504 shall be constructed on all water mains 16” diameter and larger. Valves shall be non-rising stem and shall close by turning clockwise. VALVE VAULTS Valve vaults shall be constructed in conformance with Section IIIA Manholes, etc. above. Frame and lids shall be as approved by the JURISDICTIONAL GOVERNING ENTITY and shall be imprinted "WATER". VALVE BOXES Valve boxes shall be constructed in conformance with the standard detail. Valve boxes shall be cast iron extension screw type having lids imprinted with the letters “WATER”. FIRE HYDRANTS Fire Hydrants shall be per JURISDICTIONAL GOVERNING ENTITY requirements. All fire hydrants shall be located as shown on the PLANS and shall be painted in a manner acceptable to the JURISDICTIONAL GOVERNING ENTITY after installation and shall be adjusted to final grade. TAP, STOPS AND BOX The CONTRACTOR shall determine from the JURISDICTIONAL GOVERNING ENTITY as to the exact style, type, and manufacture of corporation stops, ground key stops and services boxes preferred by the JURISDICTIONAL GOVERNING ENTITY and shall furnish same. 60$//:$7(56(59,&(6 ´',$0(7(525/(66 Water services shall be type K copper size as shown on PLANS, and constructed where shown on the PLANS. The ends of all services shall be marked with a 4"x4" post extending 36" above grade and painted blue. The CONTRACTOR shall keep accurate records of tap locations and service box locations, as well as the service lengths and furnish same to CLIENT. Water services shall include bedding and backfilling. DISINFECTION Disinfections shall meet all of the requirements of the State of Illinois, Environmental Protection Agency, Public Water Supplies Division. The safe quality of the water supply shall be demonstrated by bacteriological analysis of samples collected at sampling taps on at least two consecutive days following disinfection of the mains and copies of the said report submitted to the JURISDICTIONAL GOVERNING ENTITY and the CLIENT. PRESSURE TEST Allowable leakage, test pressure and duration shall be as per the requirements of the JURISDICTIONAL GOVERNING ENTITY. PRESSURE CONNECTION TO EXISTING WATER MAIN The CONTRACTOR shall maintain system pressure on existing water main at all times. Existing water main shall be located and material excavated, and valve basin slab and main supports installed. The existing water main shall be cleaned and the exterior disinfected prior to installing the tapping tee (material to conform to AWWA C110). The tapping valve shall be installed (valve to conform to AWWA C500) and the pressure tap completed in accordance with the detail on the plans. Valve shall be constructed in conformance with the detail. Payment for pressure connection to existing water main shall include disinfection, tapping valve and tee, valve vault, frame and lid, bedding, and trench backfill. DRY CONNECTION TO EXISTING WATER MAIN A dry connection to existing water main shall include a connection to an existing water main stub where shown on the PLANS. The CONTRACTOR shall obtain approval of the JURISDICTIONAL GOVERNING ENTITY to shut down any main, including submittal of a schedule of the time of shut off and the time the line will be returned to service. All mains shut down that are opened to atmosphere must be disinfected prior to returning main into service. POLYETHYLENE TUBE (FOR DUCTILE IRON WATER MAIN ONLY) The CLIENT, or JURISDICTIONAL GOVERNING ENTITY may request that portions of the water main be enclosed in a polyethylene tube in accordance with ANSI/AWWA C105/A21.5 should soil conditions so warrant its use. FOUNDATION, BEDDING AND HAUNCHING Foundation, Bedding and Haunching shall be wet coarse aggregate or moist fine aggregate in accordance with the above standards and placed as shown on the detail. TRACER WIRE If the distance between valves when installing PVC pipe exceeds 1,000', tracer wire stations will be required for current induction. Tracer wire stations in grass areas will be Rhino TriView Flex Tracing Wire Stations or approved equal. In paved areas, they will be Valvco Tracer Wire Access Box for H2O loading or approved equal. For open cut construction, using PVC pipe, a continuous, insulated, 12 gauge copper wire suitable for direct burial shall be taped on top of all piping to provide for locating following construction. This wire shall be securely terminated inside every valve vault on stainless steel hardware with an exposed lead of at least 12". A mechanically secure and soldered connection shall be provided for all wire splices. Where construction is by directional drilling or similar trenchless technology the tracer wire shall be 3/16" 7x19 PVC coated stainless steel aircraft cable with minimum breaking strength of 3,700 lbs (Lexco, Chicago, IL). Or Trace-Safe water blocking tracerwire RT series 19 gauge conductor (RT 1802W water, RT 1803W sewer). Before final approval of any water main, there will be a monitored tracer wire continuity test in order to confirm proper installation of any tracer wire. D. STORM SEWERS AND APPURTENANCES STORM SEWER PIPE Storm sewer pipe shall conform to the following: (1)Reinforced concrete pipe minimum Class IV in conformance with the latest revision of ASTM designation C76 with C361 or C443 flexible gasket joints, except that bituminous mastic joints may be used in grass areas. (2)Polyvinyl Chloride (PVC) Pipe: ASTM D3034 (4-inch thru 15-inch) or ASTM F679 (18-inch thru 36-inch), rated SDR 35, continually marked with manufacturer's name, pipe size, cell classification, SDR rating. Joints shall be flexible elastomeric seals conforming to ASTM D3212. (3)Ductile Iron Pipe (DIP) shall conform to ANSI/AWWA C151/21.5, Class 50 cement lined with push on type joints conforming to ANSI/AWWA C111/A21.11. (4)Spiral Rib Metal Pipe Type 1R: 18-inch diameter and greater. Pipe ends shall be re-corrugated and installed with semi-corrugated Hugger type brands and “O” ring gaskets. (Only permitted with Municipality approval and/or when specifically indicated on PLANS). (5)High Density Polyethylene Pipe (HDPE) Smooth Interior, AASHTO Designation M252 and M294, maximum diameter of 48 inches. Pipe joints and fittings shall be watertight gasketed joints. No band seals will be allowed. (Only permitted with Municipality Approval and/or when specifically indicated on PLANS). (6)Polyvinyl Chloride (PVC) large diameter closed profile gravity sewer pipe, UNI-B-9: ASTM F794. (Only permitted with Municipality Approval and/or when specifically indicated on PLANS). (7)Corrugated Steel (Metal) Pipe (CSP or CMP), ASTM A760, 16 gauge unless noted on PLANS. Corrugated steel pipe may be round pipe, arch pipe, or slotted drainpipe as indicated on PLANS. Slotted drainpipe shall have 1.75 inches wide drain waterway openings and 6 inches minimum height drain guide. (Only permitted with Municipality approval and/or when specifically indicated on PLANS). Precast tees, bends, and manholes may be used if permitted by the JURISDICTIONAL GOVERNMENTAL ENTITY. Storm sewers may be constructed with reinforced concrete pipe using only flexible gasket joints (ASTM 361 or 443) for water main crossings. Storm sewer shall include bedding and trench backfill. MANHOLES, INLETS & CATCH BASINS Manholes, Inlets and Catch Basins shall be constructed in conformance with Section IIIA Manholes, etc. above. The space between connecting pipes and the wall of the manhole shall be completely filled with non-shrink hydraulic cement mortar. Frames and lids shall be Neenah or approved equal unless specified otherwise on the PLANS. All frames and grates shall be provided such that the flange fully covers the opening plus 2" of the structure as a minimum. * Provide ³9DQH´ Type frame & grate for all structures located in curb where gradient exceed 2.0%. Manholes shall include steps, frame & grate, bedding and trench backfill. FLARED END SECTION Flared end sections shall be pre-cast reinforced concrete flared end section with an end block cast separate as per the Illinois Department of Transportation Standard 542301 and shall be installed where shown on the PLANS. All flared end sections for storm sewers 12” in diameter and larger shall be installed with a grating per Standard 542311 and/or as detailed on the PLANS. Work shall include end block. RIP RAP Stone rip rap consisting of pieces of "A" quality stone 4" to 8" in diameter shall be furnished and installed in accordance with IDOT Specifications and shall be placed where shown on the plans, to a minimum thickness of 12" and a width as indicated on the plans. Broken concrete or concrete blocks will not be acceptable. FOUNDATION, BEDDING AND HAUNCHING Foundation, Bedding and Haunching shall be wet coarse aggregate or moist fine aggregate in accordance with the above standards and placed as shown on the detail. UNDERDRAINS Pipe underdrains shall be corrugated flexible plastic pipe conforming to AASHTO Designation M252 perforated corrugated polyethylene pipe (PE) with a smooth interior of the diameter indicated on the PLANS and wrapped in a soil filter fabric supplied and installed by the CONTRACTOR. Perforations may be circular or slotted, but shall provide a minimum inlet area of 1.0 square inch per 2.0 linear feet of pipe. CONTRACTOR shall submit fabric and pipe catalogue Specifications for approval by the CLIENT. CONTRACTOR shall bed and backfill the underdrain in one of the following IDOT gradations of aggregate (CA-5, CA-7, CA-11, CA-14 or CA-15). MISCELLANEOUS (1)All existing field drainage tile or storm sewers encountered or damaged during construction shall either be restored to their original condition, properly rerouted and/or connected to the storm sewer system. (2)Footing drains shall be connected to sump pumps or discharged directly into storm sewers. Footing drains or drainage tile shall not be connected to the sanitary sewer. CONNECTION FOR STORM SERVICE TO STORM MAIN Connections of storm sewer services to storm sewer mains should be made with manufactured tees when available. Availability of manufactured tees will be a function of the storm sewer material and pipe diameter size of the service sewer and main. If manufactured tees are not reasonably available, connections should be made in accordance with manufacturer's recommendations for all storm sewer other than concrete pipe. For concrete pipe connections without manufactured tees the storm sewer main shall be machine cored and the service sewer connected using non-shrink grout for the void between pipes. The service sewer shall be cut flush with the inside wall of the sewer main and not extend into the inside flow area of the main or otherwise impede flow. IV. ROADWAY AND PARKING LOT IMPROVEMENTS STANDARDS Work shall be completed in accordance with the applicable sections of the Standard Specifications for Road and Bridge Construction, Department of Transportation, State of Illinois, latest edition (hereinafter referred to collectively as the “Standard Specifications”) except as modified below and except that payment will be defined as detailed in the contract documents between the CLIENT and the CONTRACTOR. Supplementing the Standard Specifications shall be the applicable sections of the latest editions of the “Supplemental Specifications and Recurring Special Provisions”, the “Manual on Uniform Traffic Control Devices for Streets and Highways” and the Illinois Supplement thereto, (hereinafter referred to collectively as the “MUTCD”). Any references to “ENGINEER” in the “Standard Specifications” shall be interpreted as the CLIENT or CLIENT's Construction Representative. SUBGRADE PREPARATION The CONTRACTOR shall be responsible for all subgrade compaction and preparation to the lines and grades shown on the plans. AGGREGATE BASE COURSE TYPE 'B' Aggregate Base Course Type B shall be limited to CA-6 or CA-10 gradation. Aggregate base courses shall be proof rolled as outlined below. PROOF ROLL The CONTRACTOR shall proof roll the subgrade with either a 2-axle truck loaded to 27,000 lbs. Or a 3-axle truck loaded to 45,000 lbs. or as specified by the JURISDICTIONAL GOVERNING ENTITY. The CLIENT and JURISDICTIONAL GOVERNING ENTITY shall observe and approve the proof rolling of the subgrade and the base course. Proof rolling tolerances shall be a maximum deflection of 1” for the subgrade and ½” for the base course. The above criteria is intended as a maximum deflection standard and that proof rolling of a majority of the area will have less deflection than specified above. In any case of deficiency, the subgrade and/or base course shall be repaired and retested before proceeding with the pavement construction. Pavement subgrade material shall not be removed, placed or disturbed after proof roll testing has been completed prior to the pavement construction. Additional testing will be required if the pavement subgrade is disturbed and/or material is removed from or placed on the pavement subgrade after proof rolling approval. Trucks or heavy equipment shall not travel on any pavement subgrade after final testing prior to pavement construction. HOT-MIX ASPHALT BASE COURSE HMA Base Course shall meet the requirements of IDOT or N50 mix design as indicated and shown on the plans. The maximum amount of recycled asphalt pavement allowed shall be 30% in a N30 mix design and 25% in a N50 mix design. HOT-MIX ASPHALT BINDER AND SURFACE COURSE HMA binder and surface courses, shall be constructed to the compacted thickness as shown on the PLANS. The base course shall be cleaned and primed in accordance with the JURISDICTIONAL GOVERNING ENTITY. The surface course shall be placed after the base and courses have gone through one winter season, or as directed by the CLIENT. Before applying the surface course, the binder course shall be thoroughly cleaned and primed in accordance with the JURISDICTIONAL GOVERNING ENTITY. Prior to the placement of the surface course, the JURISDICTIONAL GOVERNING ENTITY shall examine the completed pavement, including curb and gutter, and all failures shall be corrected by the CONTRACTOR. CONCRETE PAVEMENTS Concrete pavements shall be constructed in accordance with American Concrete Institute Standard ACI330R-08 and as shown on the PLANS. Slabs and driveway aprons shall be constructed with 6” x 6” - W1.4 x W1.4 welded wire fabric positioned on steel chair supports. Placing fabric during the concrete pouring operation will not be allowed. Sawing of joints shall commence as soon as the concrete has cured and hardened sufficiently to permit sawing without excessive raveling, but no later than eight hours after the concrete has been placed. All joints shall be sawed to a depth equal to 1/3 of the pavement thickness before uncontrolled shrinkage cracking take place. If necessary, the sawing operation shall occur during the day or at night, regardless of weekends, holidays or weather conditions. The CONTRACTOR shall be aware of jurisdictional noise ordinances and holiday restrictions for scheduling purposes. The CONTRACTOR is responsible to guard fresh concrete until it sets and hardens sufficiently to prevent people from writing, walking, riding bicycles or otherwise permanently marking, defacing or causing depressions of any type in the concrete. Any concrete so marked will be removed and replaced by the CONTRACTOR at the CONTRACTOR's expense. The CONTRACTOR shall protect the pavement against all traffic, including that of their own employees or other workers, until test specimens have attained the specified strength. SIDEWALKS Concrete sidewalks shall be constructed to width and thickness as shown on the PLANS. Sidewalks shall be thickened to a minimum of 6” at all driveways. All sidewalks shall be IDOT Class SI concrete, on aggregate base as shown on the detail. A ¾” expansion joint shall be provided when meeting existing sidewalk. CURB AND GUTTER Curb and gutter shall be as per the detail shown on the PLANS, which shall include compacted aggregate base course under the curb and gutter. All contraction and expansion joints shall be constructed as per the detail. CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT The CONTRACTOR shall saw cut and remove the existing concrete curb where shown on the PLANS and install a curb of similar cross section and pavement to that removed (or depressed curb and gutter if shown on the PLANS). Upon completion of the curb and gutter any voids between the existing pavement and the new curb shall be filled with concrete to within 2” of the final surface, which is to be filled with bituminous pavement. The area behind the curb shall be filled and compacted with embankment material within 6" of the top of the new curb. The CONTRACTOR shall then restore the remaining 6" to its original condition (i.e., sod, gravel, topsoil). Where proposed curb connects to an existing curb, the existing curb shall be saw cut and then two 18" long x ¾” (#6) dowel bars shall be drilled and installed 9" into the existing and proposed curb. Bars shall be installed in a location similar to the expansion joint in the curb. FRAME ADJUSTMENTS The road contractor shall be responsible for making final adjustments and the setting on a bituminous mastic jointing compound all castings located in the roadway, sidewalks, and parking areas prior to construction of any curbing, sidewalk, or final surface. Any structures that need to be lowered, or raised in excess of 4" shall be completed and the work backcharged against the underground contractor. This Contractor shall also be responsible for cleaning all of the above structures immediately upon completion of his phase of work. This work shall be incidental to the cost of the pavement. PAVEMENT MARKING - PAINT The CONTRACTOR shall furnish and apply painted marking lines, letters & symbols of the patterns, sizes and colors where shown on the PLANS. Paint pavement marking shall be applied in accordance with the IDOT Standard Specifications. PAVEMENT MARKING - THERMOPLASTIC The CONTRACTOR shall furnish and apply extruded thermoplastic pavement marking lines, letters and symbols of the patterns, sizes and colors where shown on the PLANS. Thermoplastic pavement marking shall be installed in accordance with the IDOT Standard Specifications. QUALITY CONTROL The CONTRACTOR shall provide all testing necessary to ensure improvements are in accordance with the project specifications and provide testing documentation that specifications were met. PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S CO N S T R U C T I O N S P E C I F I C A T I O N S 10 10 Au g u s t 3 , 2 0 1 8 - 1 3 : 5 0 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ P l a n S e t \ 1 0 - S P E C S . d w g U p d a t e d B y : JM i l l e r 2.3.b Packet Pg. 65 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 32 Ri v e r w a l k D r i v e N. Riverw a l k D r i v e Milwaukee Avenue 1-GIBI (pt) 1-CEOC (pt) 1-TIAM (pt) 1-MALS (pt)1-MAPS (pt)1-MALS (pt) 1-ULNH (pt) 6-HEHR 3-VIDE 5-POFR 9-SPHE5-POFR 5-SPHE 6-VIDE7-SPHE 9-EUFO7-SPHE 16-HEHR 2-EUFO 1-MAPS 5-COAL 7-COAL Existing Tree to be Removed Existing Landscaping to Remain (clean up hedge row and provide additional mulch in planting bed) Existing Monument Sign and Landscaping to Remain (provide additional mulch in planting bed) Existing Tree to Remain Existing Gate Access to Cell Towers Existing Gate Access to Cell Towers Existing Cell Tower Existing Cell Tower Existing Cell Tower Trash Enclosure 4-VIDE 14-SPHE 4-VIDE 2-THOC 2-COAL 4-VIDE 2-THOC 1-MAPS Proposed Pylon Sign Protect Existing Trees within new Treeline Remove Existing Trees in this Location for Access Drive 1-CEOC (pt) 1-ULNH 4-VIDE 5-VIDE 1-ULNH 3-TIAM 2-THOC 3-COAL 5-THOC 8-POFR PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM Ju l y 2 7 , 2 0 1 8 - 0 9 : 0 6 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ L a n d p l a n \ P r e l i m i n a r y \ P r e l i m L a n d s c a p e P l a n 6 - 2 7 - 1 8 . d w g U p d a t e d B y : bd e t h l o f f L3L1 LA N D S C A P E P L A N VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S 18 5 M I L W A U K E E A V E N U E Landscape Plan Scale:1" = 20'-0"NORTH Turf Grass Area 4" Shredded Bark Mulch to be placed in planting beds (pt) - Parkway Trees Village of Buffalo Grove Requirements Parkway Trees required 1 per 40 linear feet Riverwalk Drive - 215' 215 / 40 = (5.375) = 5 Parkway Trees 4 Parkway Trees provided on Plan due to limited 5' width from existing sidewalk to right-of-way Milwaukee Avenue - 156' 156 / 40 = (3.9) = 4 Parkway Trees 4 Parkway Trees provided on Plan Plant List: Legend SEAL Jon Bradley Dethloff, ASLA, PLA Illinois Registered Landscape Architect # 157-001632 JON BRADLEY DETHLOFF 157-001632 Expires 08/31/2019 Date: 7/27/18 LICENSE D L A N D S CAPE AR C H I T E C T S TATE O F I L L I N OIS 2.3.b Packet Pg. 66 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 33 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM Ju l y 2 7 , 2 0 1 8 - 0 8 : 5 7 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ L a n d p l a n \ P r e l i m i n a r y \ P r e l i m L a n d s c a p e P l a n 6 - 2 7 - 1 8 . d w g U p d a t e d B y : bd e t h l o f f L3L2 LA N D S C A P E D E T A I L S VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S 18 5 M I L W A U K E E A V E N U E 45° OR LESS Shrub Planting Detail 3/4" = 1'-0"3 6" 8" Ball Dia. ±12" Top of root ball shall be 2" above finish grade before backfilling. Cut and remove burlap, twine, and/ or wire from top 1/3 of root ball. 4" layer of mulch. 6" saucer around pit. Existing grade. Trench. Vertically cut edge. Planting mixture. See specs. Compacted planted mixture. See specs. Loosen hardpan (8" min.) Ornamental Grass Planting 1" = 1'-0"4 2" layer of mushroom compost 8" M i n See Planting Plan Triangulate in mass plantings unless otherwise specified Ornamental grass Note: 1.Spacing varies depending on plant species, see plant list. 2.Remove plastic planting container before planting. Use care to keep the root system intact. Planting mixture: 1/3 Mushroom compost, 1/3 Sand & 1/3 Topsoil Finished grade Perennial / annual planting 1" = 1'-0"5 8" M i n See Planting Plan Triangulate in mass plantings unless otherwise specified Perennials or annuals per plan 2" layer of mushroom compost Note: 1.Spacing varies depending on plant species, see plant list. 2.Remove plastic planting container before planting. Use care to keep the root system intact. Planting mixture: 1/3 Mushroom compost, 1/3 Sand & 1/3 Topsoil Finished grade Continuous Mulch Edging 1" = 1'-0"6 Spade cut edge 4" M i n . 4"3" Amended soil Hardwood mulch Lawn/ Sod area Note: All mulch beds for mass planting areas shall be installed in a uniform curvilinear fashion as indicated. Mulch shall extend a minimum of 12" beyond the outside edge of the root ball and installed according to the contract specifications. Example Bed Layout Conifer Tree Planting 1/4" = 1'-0"2 6' Min. Dia. 2-5x Root Ball Dia. 8" Ty p . 2-Ply Rubber hose 2/3 up tree height. Guying cables @ 3 guys per tree. Galvanized turnbuckle. See specs. Top of root ball shall be 3" above finish grade before backfilling. White guy wire flag. Remove burlap from top 1/3 of root ball; cut and remove as much wire basket as possible from the root ball. Existing grade. Steel guying stake-auger type. 18" min. set top of stake at grade Planting mixture Compacted planting mixture. See specs. Loosen hardpan (min. 24") 4" Layer of mulch. 3' Dia. mulch ring Note: Remove all stakes & wires after one year of growth. Deciduous Tree Planting 1/4" = 1'-0"1 Do not cut leader. Tree wrap as required. See specs. 4" layer of mulch. 3' Dia. Mulch ring. Top of root ball shall be 3" above finish grade before backfilling. Remove burlap & rope from top 1/3 of ball. 4" soil saucer around tree. Existing grade. Planting mixture. See specs. 6" Compacted planting mixture Loosen hardpan (24" min.). Ball Dia. + 24" Note: The root collar/flair shall be 0 to 1 inch above ground level and not planted under ground level. Note that the root collar is typically 1 to 3 inches below top of root ball. No synthetic burlap will be accepted. 2.3.b Packet Pg. 67 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 34 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM Ju l y 2 7 , 2 0 1 8 - 0 8 : 5 7 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ L a n d p l a n \ P r e l i m i n a r y \ P r e l i m L a n d s c a p e P l a n 6 - 2 7 - 1 8 . d w g U p d a t e d B y : bd e t h l o f f L3L3 LA N D S C A P E S P E C I F I C A T I O N S VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S 18 5 M I L W A U K E E A V E N U E H. Erosion Control Blanket 1. Erosion Control Blanket shall be installed per manufacturer's recommendation in all areas shown on the plan. 2. Install S-75 Erosion Control Blanket as manufactured by North American Green or approved equal. 3. Blanket should be premarked with staple pattern. 4. Staples should be 8" wire staples, applied at two (2) per square yard minimum. 5. Suitable erosion control practices shall be maintained by the CONTRACTOR in accordance with Illinois Urban Manual and all applicable Soil Erosion and Sedimentation Control ordinances and the PLANS. J. Timing of plant material and seeding operations: 1. Seeding of specified areas shall occur when the soil temperature is above 55° F. No seed shall be sown during periods of high winds, or when the ground is not in proper condition for seeding (see section 3-02 (G)). Seeding operations for the specified mixes shall occur in the spring time frame of April 15 through June 30 and in the summer time frame of August 15 through December 1. The mixes containing bluegrass and fescue seed must have six weeks to harden off for winter survival. 2. Sod shall be installed when the ground is not frozen or snow covered and temperatures are less than 80° F. It shall not be placed during a period of extended drought. 3. Herbaceous ornamental plants shall be planted between May 1 and June 15 or between August 15 and December 1. 4. Spring planting of woody ornamental plants shall be performed from the time the soil can be easily worked until June 1, except that evergreen planting shall end on May 15. Oak, hawthorn and red maple species will only be planted during this spring planting period. Fall planting will begin August 15 and will continue until the ground cannot be worked satisfactorily, except that evergreen planting shall be performed between August 15 and December 1. 6. Turf is being established on a variety of slope conditions. It shall be the Contractor's responsibility to determine and implement whatever procedures he/she deems necessary to establish the turf as part of his/her work. Seeded areas will be accepted when all areas show a uniform stand of the specified grass in healthy condition and at least 90 days have elapsed since the completion of this work. The Contractor shall submit with his/her bid a description of the methods and procedures he/she intends to use. 1. Rake soil surface to receive sod to completely remove any soil crust no more than one day prior to laying sod. 2. Moisten prepared surface immediately prior to laying sod. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 3. Sod shall be laid within 24 hours from the time of stripping. Do not plant dormant sod or if the ground is frozen. 4. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent sod. 5. Place top elevation of sod 1/2 inch below adjoining edging or paving. 6. Water sod thoroughly with a fine spray immediately after planting. 7. After sod and soil have dried, roll seeded areas to ensure a good bond between the sod and soil, and to remove minor depressions and irregularities. 8. Sodded slopes 3:1 or greater shall be staked to prevent erosion and washout. 9. Warranty sodding for a period of one (1) year from the end of the 90 day maintenance period. If sod fails or lacks vigor and full growth as determined by the Landscape Architect, the Contractor will repeat site preparation operations and re-sod affected areas at the Contractor's expense. Note: Sod shall be a premium Kentucky Bluegrass blend, and is required in all areas indicated on the plans as well as areas which have been affected by construction. Sod can be placed as long as water is available and the ground surface can be properly prepared. Sod shall not be laid on frozen or snow-covered ground. Sod shall be strongly rooted, not less than two (2) years old and free of weeds and undesirable native grasses. Sod should be machine cut to pad thickness of 3/4" (plus or minus 1/4"), excluding top growth and thatch. Provide only sod capable of vigorous growth and development when planted (viable, not dormant). Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on the upper 10% of pad will not be accepted. I. Sodding of specified lawn areas on plans will be completed as follows: 5. Watering seeded areas shall be done to ensure proper germination. Once seeds have germinated, watering may be decreased but the seedlings must never be allowed to dry out completely. Frequent watering should be continued approximately four (4) weeks after germination or until grass has become sufficiently established to warrant watering on an 'as needed' basis. A. All plantings shall be maintained by the Contractor for a period of 90 days after preliminary acceptance by the Owner or his/her representative. Maintenance shall include but is not limited to: mowing and edging turf, pulling weeds, watering turf areas and plant material plus annual flower maintenance. The Contractor will reset settled plants to proper grade and position. Dead material will be removed. Stakes and guy wires will be tightened and repaired as required. 3-04 MAINTENANCE: PART 2 - PRODUCTS A. Plants: Provide typical of their species or variety, with normal, densely developed branches and vigorous, fibrous root systems. Only sound, healthy, vigorous plants which are free from sunscald injuries, disfiguring knots, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of infestation shall be provided. All plants shall have a fully developed form without voids and open patches. 1. Balled and burlapped plants shall have a firm natural ball of earth of sufficient diameter and depth to encompass a root system necessary for a full recovery of the plant. Root ball sizes shall comply with the latest edition of the 'American Standards for Nursery Stock' (ASNS). Root balls that are cracked or mushroomed are unacceptable. 2. Container grown stock should be grown for an amount of time that is of sufficient length for the root system to have developed enough to hold its soil togehter, firm and whole. Plants will not be loose in their containers, nor shall they be pot-bound and all container grown stock will comply with the sizes stated on the plant list. 3. No evidence of wounds or pruning cuts shall be allowed unless approved by the Landscape Architect. 4. Evergreen trees shall be branched to the ground. The height of evergreen trees are determined by measuring from the ground to the first lateral branch closest to the top. Height and/or width of other trees are measured by the mass of the plant not the very tip of the branches. 5. Shrubs and small plants shall meet the requirements for spread and/or height indicated in the plant list. The height measurement shall be taken from ground level to the average height of the top of the plant, not the longest branch. Single stem or thin plants will not be accepted. Side branches shall be flushed with growth and have good form to the ground. Plants shall be in a moist, vigorous condition, free from dead wood, bruises or other root or branch injuries. 2-01 PLANT MATERIALS: B. Topsoil for seed areas shall be a minimum of 6". C. Soil amendments shall be as follows: Topsoil shall be fertile, natural topsoil of a loamy character, without admixture of subsoil material. Topsoil shall be reasonably free from clay, lumps, coarse sand, stones, plants, roots, sticks and other foreign materials with a pH between 6.5 to 7.0. G. Water: Water service will be available on the site, with the cost of water being paid by the Owner. Transporting of the water from the source to the work areas shall be the responsibility of the Landscape Contractor. All necessary hose, piping, tank truck, etc. shall be supplied by the Landscape Contractor. 1. Bark mulch shall be finely shredded hardwood bark which has been screened and is free of any green foliage, twigs, rocks, sawdust, wood shavings, growth or germination inhibiting ingredients, or other foreign materials. Bark mulch is available from Midwest Trading. 2. Mushroom compost as available from Midwest Trading. E. Herbicide: Round-Up or approved equal 1. For trees and shrubs use: 14-4-6 briquettes 17 g or equivalent available from Arthur Clesen, Inc. Follow manufacturer's recommendation for application. Arthur Clesen, Inc. 543 Diens Drive, Wheeling, IL 60090 (847)537-2177 2. For turf areas use 6-24-16 Clesen Fairway with micronutrients with minor elements 3.0 % S, .02% B, .05% Cu, 1.0% Fe, .0006% Mo, .10% Mn available from Arthur Clesen or approved equal. 1. For trees and shrubs the plant pit will be backfilled with pulverized black dirt. 2. For perennials and ornamental grasses the soil mixture will be as follows: CM-63 General Purpose Peat Based Mix as supplied by Midwest Trading. Top beds with 8" of CM-63 and till into existing beds to a depth of 8". Soil mixtures are available from Midwest Trading. Midwest Trading, St. Charles, IL 60174 (630) 365-1990 E. Tree wrapping is not required, unless the Contractor feels it is necessary due to characteristics of a particular species or past experience with the species. The landscape architect will be notified as to which trees are to be wrapped and shall inspect the trunk(s) before wrapping. Tree wrap will not be used to cover damage or defects. When wrapping is done, trunks will be wrapped spirally with approved tree wrapping tape that is not less than 4" wide, and securely tied with suitable cord at the top, bottom and 2" intervals along the trunk. Wrap from ground to the height of the first branch. F. Staking and guying of trees is optional. If the Contractor chooses to stake all or part of the trees, he/she shall use the method specified in the planting details. One (1) stake is to be used on trees of 1" caliper and under, or 4' height and under. Two (2) stakes are to be used on trees of 1" to 2 3/4" caliper. Guy trees of 3" caliper or larger at three (3) per tree. The root ball will not be pierced with a stake. Stakes are to be driven at least eighteen (18) inches into subsoil below the planting hole. Stakes and wire attachments shall be removed after three months for spring planted material and by the following May for fall planted stock by the Contractor. Staking and guying should be done immediately after lawn seeding or sodding operations. G. Seeding of specified lawn areas on plans will be treated as follows: 1. Install 4" depth of mulch around all tree and shrub beds as indicated on drawings or planting details. Mulch shrub planting areas as continuous beds. Do not place mulch directly against tree trunk; form mulch to create an inverted cone around trunk. 2. Mulch perennial, groundcover and annual planting beds with 2" mushroom compost. Water mulched areas thoroughly after placing mulch. A. Set plant material in the planting hole to proper grade and alignment. Set plants upright and plumb. Set plant material 2" above the adjacent finish grade. Remove burlap from top 1/3 of root ball. Remove treated burlap (green). Cut and remove or cut and fold down upper half of wire basket, dependent upon tree size. Backfill hole by firmly tamping soil to avoid any air pockets or voids. B. Set balled and burlapped plants in the planting hole and compact 8" of soil around the base of the ball. Backfill remaining space with planting mixture. Water plants immediately after planting to eliminate all voids and thoroughly soak the plant root ball. C. Space groundcover plants according to dimensions given on the plans. Adjust spacing as necessary to evenly fill planting bed with indicated number of plants. Plant to within 18" of the trunks of trees and shrubs or at the edge of the plant ball, whichever is closest. Plant to within 12" of edge of bed. D. Mulching: A. All planting techniques and methods shall be consistent with the latest edition of 'Horticulture Standards of Nurserymen, Inc.' and as detailed on these Drawings. B. Planting shall be performed by experienced workmen familiar with planting procedures under the supervision of a qualified supervisor. C. All underground utilities must be located and marked clearly. D. Apply Round-Up or approved equivalent to kill any existing vegetation in all areas to be planted. Confirm length of waiting period between chemical application and plant installation with manufacturer. Do not begin planting operations until prescribed post-application waiting period has elapsed. Take extreme care to avoid chemical drift to adjoining properties of landscape plantings. E. Prior to all planting, rototill all areas to be landscaped to prepare for plant installation to a minimum depth of 12". Eliminate uneven areas and low spots. Maintain lines, levels, profiles and contour. Changes in grade are to be gradual. Blend slopes into level areas. Remove all debris, weeds and undesirable plants and their roots from areas to be planted. Remove all concrete slag larger than 2" in diameter. F. Topsoil shall be spread over the site at a minimum depth of 6". Those areas which are indicated as prairie or natural areas on the Drawings shall have a minimum topsoil depth of 18". G. It shall be the responsibility of the landscape contractor to prepare all seeded areas by disking and raking prior to planting seed. Soil shall be loosened and scarified to a minimum depth of 6". Fine grading of all seeded areas is required. Maximum size of stone or topsoil lump is 1". H. Locate all plant material as indicated or as approved in the field by the Landscape Architect. If obstructions are encountered which are not shown on the drawings, then do not proceed with planting operations until alternate plant locations have been selected. I. Planting holes shall be constructed as shown on the planting details. Holes shall be hand dug or machine dug. Great care will be taken to not excavate the hole deeper than the root ball and the diameter shall be a minimum of two times the root ball width. Remove any materials encountered in excavation that may be injurious to plant growth, including stones larger than 2" in diameter or other debris. Soil to be used as backfill should be pulverized. J. Provide pre-mixed planting mixture for use around root systems and root balls of the plants. The mixtures are outlined in section B of part 2-02. K. Prior to planting, provide additional topsoil to all planting beds to bring the finish grade of the bed to 2" above lawn grade and to finish grade of adjacent hard surface grades. L. Add 2" thickness of mushroom compost to all annual, perennial and groundcover beds. Finish grade bed and install plants. F. Mulch: D. Fertilizer: A. Topsoil: A. All plant material (excluding annual color), shall be warranteed for one (1) year after the end of the 90 day maintenance period. The end of the maintenance period is marked by the final acceptance of the Contractor's work by the Owner or his/her representative. Plant materials will be warranteed against defects including death and unsatisfactory growth, except for defects resulting from abuse or damage by others, or unusual phenomena or incidents which are beyond the control of the Contractor. The warranty covers a maximum of one replacement per item. A. Notify landscape architect at least seven (7) working days prior to installation of plant material. B. It shall be the Contractor's responsibility to locate and protect all existing above and below ground utilities. Utilities can be located and marked (in Illinois) by calling J.U.L.I.E. at (800)892-0123. C. The Contractor shall provide, at his/her own expense, protection against trespassing and damage to seeded areas, planted areas, and other construction areas until the preliminary acceptance. The Contractor shall provide barricades, temporary fencing, signs, and written warning or policing as may be required to protect such areas. The Contractor shall not be responsible for any damage caused by the Owner after such warning has been issued. D. The Contractor shall be responsible for the protection of crowns, trunks and roots of existing trees, plus shrubs, lawns, paved areas and other landscaped areas that are to remain intact. Existing trees, which may be subject to construction damage, shall be boxed, fenced or otherwise protected before any work is started. The Owner desires to preserve those trees within and adjacent to the limits of construction except those specifically indicated to be removed on the Drawings. The contractor shall erect protective tree fencing and tree armor at locations indicated on the drawings and around all trees on site which are to be preserved. Protective fencing shall be erected between the limits of construction and any tree preservation areas shown on the Drawings. E. A complete list of plants including a schedule of sizes, quantities and other requirements is shown on the Drawings and on the bid form. In the event that quantity discrepancies or material omissions occur in the plant materials list, the planting plans shall govern. A. Fertilizer shall be delivered in original, unopened and undamaged packaging. Containers shall display weight, analysis and manufacturer's name. Store fertilizer in a manner that will prevent wetting and deterioration. B. Take all precautions customary concerning proper trade practice in preparing plants for transport. Plants shall be dug, packed and transported with care to ensure protection against injury. Inspection certificates required by law shall accompany each shipment invoice or order to stock and on arrival, the certificate shall be filed with the landscape architect . All plants must be protected from drying out. If plant material cannot be planted immediately upon delivery, said material should be properly protected in a manner that is acceptable to the landscape architect . Heeled-in plants must be watered daily. No plant shall be bound with rope or wire in a manner that could strip bark or break or shear branches. C. Plant material transported on open vehicles should be covered with a protective covering to prevent wind burn. D. Dry, loose topsoil shall be provided for planting bed mixes. Muddy or frozen topsoil is unacceptable as working with medium in this condition will destroy its structure, making root development more difficult. A. Comply with site work requirements B. Plant names indicated must comply with 'Standardized Plant Names' as adopted by the latest edition of the American Joint Committee of Horticultural Nomenclature. Names of varieties which are not listed should conform with those generally accepted by the nursery trade. Stock should be legibly tagged. C. All plant materials shall conform to the 'American Standards for Nursery Stock' (ASNS), latest edition, published by the American Association of Nurserymen, Washington, D.C. D. All plant material shall be grown and supplied within a 50 mile radius of the project for a minimum of two full growing seasons. E. Adhere to sizing requirements as listed in the plant list and/or bid form for the project. A plant shall be measured in its natural standing position. F. Stock that is furnished shall be at least the minimum size shown. With permission of the landscape architect, substitution from the specified plant list will be accepted only when satisfactory evidence in writing is submitted to the landscape architect, showing that the plant specified is not available. Requests for approval of substitute plant material shall include common and botanical names and size of substitute material. Only those substitutions of at least equivalent size and character to that of the specified material will be approved. Stock which is larger than that which is specified is acceptable with permission of the landscape architect, providing there is no additional cost and that the larger plant material will not be cut down in order to conform to the size indicated. G. All shrubs shall be dense in form. Shrub liners do not meet these specifications. Shrubs specified by height shall have a spread that is equal to the height measurement. Shrubs which are specified by spread shall exhibit the natural growth habit of the plant by having a greater spread than height. H. All plant materials are subject to inspection and approval. The landscape architect and Owner reserve the right to select and tag all plant material at the nursery prior to planting. The landscape architect and Owner reserve the right to inspect plant material for size and condition of root systems, the presence of insects and diseases, injuries and latent defects (due to Contractor negligence or otherwise), and to reject unacceptable plant material at any time during progress of the project. I. Container grown deciduous and/or evergreen shrubs will be acceptable in lieu of balled and burlapped shrubs subject to specified limitations for container grown stock. Size of container grown material must conform to size/height requirements of plant list. 3-03 PLANTING PROCEDURES: 3-02 PREPARATION: 2-02 ACCESSORIES: 1-05 WARRANTY: 1-04 PROJECT CONDITIONS: 1-03 DELIVERY, STORAGE & HANDLING: 1-02 QUALITY ASSURANCE: A. Provide trees, shrubs, perennials and groundcovers as shown and specified. This work includes: 1. Spreading of topsoil or soil preparation 2. Trees, shrubs, perennials and groundcovers 3. Planting mixes 4. Mulch and planting accessories 5. Fertilizer and herbicide 6. Maintenance 7. Warranty of plant material B. The Contractor shall verify all existing conditions and dimensions in the field prior to bidding and report any discrepancies to the Owner or his/her representative. PART 1 - GENERAL GENERAL PLANTING SPECIFICATIONS: 3-06 SITE CLEAN-UP: A. The Contractor shall protect the property of the Owner and the work of other contractors. The Contractor shall also be directly responsible for all damage caused by the activities and for the daily removal of all trash and debris from his/her work area to the satisfaction of the landscape architect . 3-05 ACCEPTANCE: A. All plant material (excluding annual color), shall be warranteed for one (1) year after the end of the 90 day maintenance period. The end of the maintenance period is marked by the final acceptance of the Contractor's work by the Owner or his/her representative. H. Guying:1. Topsoil shall be spread over all areas to be seeded to a minimum depth of 6" when compacted (to be performed by others). 2. Seed mixture and application rate - use Premium seed mix as supplied by Arthur Clesen, Inc. Apply at a rate of 5 lbs./1000 s.f. 3. Apply fertilizers and conditioners at the rate specified per soil test findings. In lieu of soil test results, apply two (2) tons of ground agricultural limestone and 1000 lbs. 10-10-10 or equivalent analysis fertilizer per acre. At least 40% of the fertilizer nitrogen shall be of an organic origin. 4. Soil preparation areas where vehicular traffic has compacted the soil shall be loosened/scarified to a minimum depth of 6" before fertilizing and seeding. Fine grading of all seeded areas is required. Maximum size of stone or topsoil lump is 1". A. Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions are corrected. I. Tree wrap: Burlap tree wrap 4" wide. J. Twine: Soft nursery jute. 1. Stakes: 5/8" x 40" steel eye anchor with 4" helix 2. Cable: A. Trees under 5": flexible 1/8" galvanized aircraft cable, 7x7 strand or approved equal. B. Trees 5" and over: flexible 3/16" galvanized aircraft cable, 7x7 strand or approved equal. 3. Turnbuckles: 5/16", eye and eye, with 4" takeup. 4. Hose: new two-ply reinforced rubber hose, minimum 1/2" I.D. A. All plantings shall be maintained by the Contractor for a period of 90 days after preliminary acceptance by the Owner or his/her representative. Maintenance shall include, but is not limited to: mowing and edging turf, pulling weeds, watering turf and plant material and annual flower maintenance. 3-01 FIELD VERIFICATION: PART 3 - INSTALLATION OF PLANT MATERIAL1-05 PRELIMINARY ACCEPTANCE: 1-01 DESCRIPTION: 2.3.b Packet Pg. 68 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 35 TRUE NORTH 06/22/18 BITUMINOUS RD BUFFALO GROVE, IL RL-5494-S1 1340 KEMPER MEADOW DR. | FOREST PARK, OH 45240 | 513-574-9500 CLICK TO LEARN HOW TO USE YOUR INTERACTIVE SITE PLAN CLICK FOR ADDITIONAL INFORMATION & LINKS WWW.REDLEONARD.COM redleonard.com/planinfo LOGIN EXTERIOR LIGHTING LAYOUT 2.3.b Packet Pg. 69 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 36 LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER DESCRIPTION 6 A4 SINGLE 14251 1.030 B3-U0-G3 139 834 Cree Inc BXSP C HT 4ME F 57K-UL WH 21 C SINGLE 13043 1.040 B3-U0-G1 96.31 2022.51 Cree Inc CPY250-B-DM-F-B-UL-WH LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1 A4 17 2 A4 17 3 A4 17 4 A4 17 5 A4 17 6 A4 17 7 C 15 8 C 15 9 C 15 10 C 15 11 C 15 12 C 15 13 C 15 14 C 15 15 C 15 16 C 15 17 C 15 18 C 15 19 C 15 20 C 15 21 C 15 22 C 15 23 C 15 24 C 15 25 C 15 26 C 15 27 C 15 FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN PAVED AREA 5.88 18.2 1.0 5.88 18.20 UNDEFINED AREA 0.78 8.3 0.0 N.A.N.A. UNDER CANOPY 54.36 67 31 1.75 2.16 1 A4 3 A4 4 A4 5 A4 6 A4 7 C 8 C 9 C 10 C 11 C 12 C 13 C 14 C 15 C 16 C 17 C 18 C 19 C 20 C 21 C 22 C 23 C 24 C 25 C 26 C 27 C 2 A4 7.1 5.3 5.3 3.4 3.2 3.9 4.1 3.7 2.7 1.5 1.0 1.5 3.4 4.6 7.7 7.5 4.5 2.9 1.4 1.2 2.1 4.5 5.8 8.1 7.7 5.0 6.1 6.2 5.7 9.9 14.0 15.0 13.7 8.9 3.8 1.7 1.5 3.5 5.0 4.3 4.2 4.9 2.8 1.3 1.7 3.0 5.2 6.2 5.8 3.0 5.3 10.3 7.7 2.6 1.9 5.3 5.1 4.9 2.6 4.6 12.9 10.9 3.5 1.9 1.5 1.3 6.9 7.2 7.6 2.1 4.4 13.6 12.3 4.1 1.9 1.2 1.0 4.6 8.4 1.8 4.4 13.9 12.9 4.8 2.7 1.9 1.6 1.8 4.5 14.2 13.1 5.3 4.5 4.0 4.1 2.1 4.7 14.4 13.2 5.2 3.8 6.8 4.5 3.1 5.7 15.1 13.2 5.3 4.3 6.1 7.5 5.5 7.8 15.3 12.8 5.1 3.9 6.2 5.9 6.9 7.2 13.7 11.5 4.5 4.0 5.7 4.8 7.2 6.5 10.7 8.6 3.8 3.4 2.6 2.7 6.8 5.2 6.2 12.2 17.2 18.2 16.6 10.8 4.6 2.2 1.3 1.1 4.7 4.9 3.7 4.0 4.9 5.1 4.6 3.3 2.3 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.7 0.1 0.9 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.4 1.1 2.3 2.1 0.9 0.3 0.2 0.2 0.2 0.5 1.3 2.6 2.0 0.8 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.4 1.4 2.7 0.1 3.0 1.8 0.8 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.5 1.4 2.4 3.8 3.6 2.3 1.2 0.5 0.3 0.6 1.8 2.8 4.2 3.4 2.3 1.0 0.4 0.2 0.1 0.0 0.0 0.1 0.3 1.0 3.4 3.6 6.2 3.9 4.0 1.8 1.2 1.3 1.3 1.2 0.9 0.7 0.6 1.0 3.1 4.2 5.8 4.9 4.7 2.5 0.9 0.7 1.3 4.0 4.4 7.0 4.9 4.8 2.2 0.7 0.3 0.1 0.0 0.0 0.1 0.2 0.5 1.6 4.5 4.5 5.0 2.8 1.0 0.3 0.1 0.0 0.0 0.1 0.2 0.5 1.5 4.3 6.0 5.7 6.2 2.9 0.8 0.3 0.1 0.0 0.0 0.1 0.2 0.5 1.7 3.1 2.2 3.0 2.7 1.9 2.0 1.9 1.9 2.3 1.3 2.0 4.8 5.3 4.2 2.5 0.9 0.3 0.1 0.0 0.0 0.1 0.2 0.5 1.1 1.4 1.6 2.1 1.5 1.4 1.1 1.2 1.2 2.1 4.6 5.9 3.0 1.6 0.8 0.3 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.7 1.0 1.4 0.9 0.8 0.6 0.6 0.8 1.7 4.6 6.0 5.3 2.5 0.9 0.5 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.6 1.0 1.1 0.6 0.4 0.4 0.5 1.0 2.5 3.5 5.1 3.9 3.2 1.3 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.9 2.6 1.1 0.4 0.3 0.3 0.4 0.9 2.2 3.8 3.0 1.3 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.1 3.9 2.3 0.6 0.3 0.2 0.2 0.3 0.4 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 1.0 2.0 5.3 3.9 0.9 0.3 0.2 0.1 0.1 0.2 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.8 2.5 5.1 4.2 3.4 0.7 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 2.0 3.2 4.7 3.6 1.7 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 4.5 8.3 1.6 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 2.1 3.2 4.7 0.9 0.5 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.8 2.4 4.9 1.9 1.1 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.9 1.7 2.1 2.2 1.7 1.6 1.5 1.2 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.3 0.5 0.7 0.7 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 31 38 42 44 44 42 38 31 38 48 52 54 54 52 47 38 42 52 58 60 60 58 52 42 44 55 61 63 63 61 55 44 45 56 62 65 65 62 56 45 46 57 63 66 66 63 57 46 46 58 64 66 66 63 58 46 46 58 64 66 66 64 58 46 47 58 64 66 66 64 58 46 47 58 64 67 67 64 58 47 47 58 64 66 66 64 58 47 47 58 64 66 66 64 58 46 47 58 64 66 66 64 58 47 46 57 63 66 66 63 57 46 46 57 62 65 65 62 56 45 45 55 61 63 63 61 55 44 43 53 58 60 60 58 52 42 39 48 52 55 54 52 48 38 32 39 43 44 44 42 39 31 NOTE: ALL AREA LIGHTS ON NEW 15 FT. POLES MOUNTED ON 2 FT. CONCRETE BASES 1340 Kemper Meadow Dr.Cincinnati, OH 45240 513-574-9500 www.redleonard.com r l aPERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. ILLUMINATION RESULTS SHOWN ON THIS LIGHTING APPLICATION ARE BASED ON PROJECT PARAMETERS PROVIDED BY THE MANUFACTURER LISTED, USED IN CONJUNCTION WITH LUMINAIRE TEST PROCEDURES CONDUCTED UNDER LABORATORY CONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERING FROM THESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLE ELECTRICAL, LIGHTING, OR ENERGY CODE. SCALE: D 6/22/18 BJM LAYOUT BY: DWG SIZE:DATE: PROJECT NAME: DRAWING NUMBER:RL-5494-S1 TRUE NORTH BUFFALO GROVE, IL1" = 20' 2.3.b Packet Pg. 70 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 37 AREA A4 CANOPY C WHY CREE LED? TRUEWHITE TECHNOLOGY EMERGENCY LIGHTING PRODUCT DETAIL & PLACEMENT COLOR CODED LABELS, PRODUCT INFORMATION, 3D INTERACTIVE MODEL CREE TRUEWHITE® TECHNOLOGY LEARN MORE ABOUT THE POWER OF TRUEWHITE® LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER DESCRIPTION 6 A4 SINGLE 14251 1.030 B3-U0-G3 139 834 Cree Inc BXSP C HT 4ME F 57K-UL WH 21 C SINGLE 13043 1.040 B3-U0-G1 96.31 2022.51 Cree Inc CPY250-B-DM-F-B-UL-WH LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1 A4 17 2 A4 17 3 A4 17 4 A4 17 5 A4 17 6 A4 17 7 C 15 8 C 15 9 C 15 10 C 15 11 C 15 12 C 15 13 C 15 14 C 15 15 C 15 16 C 15 17 C 15 18 C 15 19 C 15 20 C 15 21 C 15 22 C 15 23 C 15 24 C 15 25 C 15 26 C 15 27 C 15 FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN PAVED AREA 5.88 18.2 1.0 5.88 18.20 UNDEFINED AREA 0.78 8.3 0.0 N.A.N.A. UNDER CANOPY 54.36 67 31 1.75 2.16 1 A4 3 A4 4 A4 5 A4 6 A4 7 C 8 C 9 C 10 C 11 C 12 C 13 C 14 C 15 C 16 C 17 C 18 C 19 C 20 C 21 C 22 C 23 C 24 C 25 C 26 C 27 C 2 A4 7.1 5.3 5.3 3.4 3.2 3.9 4.1 3.7 2.7 1.5 1.0 1.5 3.4 4.6 7.7 7.5 4.5 2.9 1.4 1.2 2.1 4.5 5.8 8.1 7.7 5.0 6.1 6.2 5.7 9.9 14.0 15.0 13.7 8.9 3.8 1.7 1.5 3.5 5.0 4.3 4.2 4.9 2.8 1.3 1.7 3.0 5.2 6.2 5.8 3.0 5.3 10.3 7.7 2.6 1.9 5.3 5.1 4.9 2.6 4.6 12.9 10.9 3.5 1.9 1.5 1.3 6.9 7.2 7.6 2.1 4.4 13.6 12.3 4.1 1.9 1.2 1.0 4.6 8.4 1.8 4.4 13.9 12.9 4.8 2.7 1.9 1.6 1.8 4.5 14.2 13.1 5.3 4.5 4.0 4.1 2.1 4.7 14.4 13.2 5.2 3.8 6.8 4.5 3.1 5.7 15.1 13.2 5.3 4.3 6.1 7.5 5.5 7.8 15.3 12.8 5.1 3.9 6.2 5.9 6.9 7.2 13.7 11.5 4.5 4.0 5.7 4.8 7.2 6.5 10.7 8.6 3.8 3.4 2.6 2.7 6.8 5.2 6.2 12.2 17.2 18.2 16.6 10.8 4.6 2.2 1.3 1.1 4.7 4.9 3.7 4.0 4.9 5.1 4.6 3.3 2.3 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.7 0.1 0.9 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.4 1.1 2.3 2.1 0.9 0.3 0.2 0.2 0.2 0.5 1.3 2.6 2.0 0.8 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.4 1.4 2.7 0.1 3.0 1.8 0.8 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.5 1.4 2.4 3.8 3.6 2.3 1.2 0.5 0.3 0.6 1.8 2.8 4.2 3.4 2.3 1.0 0.4 0.2 0.1 0.0 0.0 0.1 0.3 1.0 3.4 3.6 6.2 3.9 4.0 1.8 1.2 1.3 1.3 1.2 0.9 0.7 0.6 1.0 3.1 4.2 5.8 4.9 4.7 2.5 0.9 0.7 1.3 4.0 4.4 7.0 4.9 4.8 2.2 0.7 0.3 0.1 0.0 0.0 0.1 0.2 0.5 1.6 4.5 4.5 5.0 2.8 1.0 0.3 0.1 0.0 0.0 0.1 0.2 0.5 1.5 4.3 6.0 5.7 6.2 2.9 0.8 0.3 0.1 0.0 0.0 0.1 0.2 0.5 1.7 3.1 2.2 3.0 2.7 1.9 2.0 1.9 1.9 2.3 1.3 2.0 4.8 5.3 4.2 2.5 0.9 0.3 0.1 0.0 0.0 0.1 0.2 0.5 1.1 1.4 1.6 2.1 1.5 1.4 1.1 1.2 1.2 2.1 4.6 5.9 3.0 1.6 0.8 0.3 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.7 1.0 1.4 0.9 0.8 0.6 0.6 0.8 1.7 4.6 6.0 5.3 2.5 0.9 0.5 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.6 1.0 1.1 0.6 0.4 0.4 0.5 1.0 2.5 3.5 5.1 3.9 3.2 1.3 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.9 2.6 1.1 0.4 0.3 0.3 0.4 0.9 2.2 3.8 3.0 1.3 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.1 3.9 2.3 0.6 0.3 0.2 0.2 0.3 0.4 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 1.0 2.0 5.3 3.9 0.9 0.3 0.2 0.1 0.1 0.2 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.8 2.5 5.1 4.2 3.4 0.7 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 2.0 3.2 4.7 3.6 1.7 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 4.5 8.3 1.6 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 2.1 3.2 4.7 0.9 0.5 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.8 2.4 4.9 1.9 1.1 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.9 1.7 2.1 2.2 1.7 1.6 1.5 1.2 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.3 0.5 0.7 0.7 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 31 38 42 44 44 42 38 31 38 48 52 54 54 52 47 38 42 52 58 60 60 58 52 42 44 55 61 63 63 61 55 44 45 56 62 65 65 62 56 45 46 57 63 66 66 63 57 46 46 58 64 66 66 63 58 46 46 58 64 66 66 64 58 46 47 58 64 66 66 64 58 46 47 58 64 67 67 64 58 47 47 58 64 66 66 64 58 47 47 58 64 66 66 64 58 46 47 58 64 66 66 64 58 47 46 57 63 66 66 63 57 46 46 57 62 65 65 62 56 45 45 55 61 63 63 61 55 44 43 53 58 60 60 58 52 42 39 48 52 55 54 52 48 38 32 39 43 44 44 42 39 31 NOTE: ALL AREA LIGHTS ON NEW 15 FT. POLES MOUNTED ON 2 FT. CONCRETE BASES 1340 Kemper Meadow Dr.Cincinnati, OH 45240 513-574-9500 www.redleonard.com r l aPERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. ILLUMINATION RESULTS SHOWN ON THIS LIGHTING APPLICATION ARE BASED ON PROJECT PARAMETERS PROVIDED BY THE MANUFACTURER LISTED, USED IN CONJUNCTION WITH LUMINAIRE TEST PROCEDURES CONDUCTED UNDER LABORATORY CONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERING FROM THESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLE ELECTRICAL, LIGHTING, OR ENERGY CODE. SCALE: D 6/22/18 BJM LAYOUT BY: DWG SIZE:DATE: PROJECT NAME: DRAWING NUMBER:RL-5494-S1 TRUE NORTH BUFFALO GROVE, IL1" = 20' PAGE 3 OF 5 )RrLQIRrPaWLRQalaQGLllXVWraWLRQSXrSRVHVRQl\$llSrRGXFWVHrYLFHaQGFRrSRraWHQaPHVarHWKHSrRSHrW\RIWKHLrrHVSHFWLYHRZQHrV3rRGXFWVSHFLͤFaWLRQVaQGTXaQWLWLHVPa\Yar\ These documents are the property of Red Leonard Associates, inc. Any use of these documents without the written consent of Jayme J. Leonard of Red Leonard Associates, Inc. is strictly prohibited. RL-5494-S1 2.3.b Packet Pg. 71 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 38 PHOTOMETRIC COMPARISON TOOL LIGHTING DISTRIBUTION TOOL IP RATINGS EXPLAINED ILLUMINATION MAPPING PSEUDO COLOR LIGHTING STUDY AND SLIDESHOW UNDERSTAND YOUR LIGHTING SOLUTION CLICK TO VIEW AN INTERACTIVE PHOTOMETRY COMPARISON PAGE 4 OF 5 For informational and illustration purposes only. All product, service and corporate names are the property of their respective owners. Product specifications and quantities may vary. These documents are the property of Red Leonard Associates, inc. Any use of these documents without the written consent of Jayme J. Leonard of Red Leonard Associates, Inc. is strictly prohibited. RL-5494-S1 2.3.b Packet Pg. 72 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 39 AREA CANOPY BXSP C HT 4ME F 57K-UL WH CPY250-B-DM-F-B-UL-WH QTY:QTY: 6 21A4 C LABEL:LABEL:SYMBOL:SYMBOL: T (800) 236-6800 F (262) 504-5415US: lighting.cree.com † See http://lighting.cree.com/warranty for warranty terms T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Rev. Date: V7 10/19/2017 Product Description Designed from the ground up as a totally optimized LED street and area lighting system, the XSP Series delivers incredible efficiency without sacrificing application performance. Beyond substantial energy savings and reduced maintenance, Cree achieves greater optical control with our NanoOptic® Precision Delivery Grid™ optic when compared to traditional cobra head luminaires. The XSP Series is the better alternative for traditional street and area lighting with quick payback and improved performance. Applications: Roadway, parking lots, walkways and general area spaces Accessories Field-Installed Backlight Control Shield XA-SP2BLS - Provides 1/2 mounting height cutoff Bird Spikes XA-SP2BRDSPK NanoOptic® Precision Delivery Grid™ optic Assembled in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 3000K (+/- 300K); 4000K (+/- 300K); 5700K (+/- 500K) Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish Performance Summary XSP Series XSP2™ LED Street/Area Luminaire – Double Module – Version C Ordering Information Example: BXSP-C-HT-2ME-F-30K-UL-SV BXSP C HT F Product Version Mounting Optic Input Power Designator CCT Voltage Color Options Options BXSP C HT Horizontal Tenon 2LG* Type II Long 2ME* Type II Medium 3ME* Type III Medium 4ME* Type IV Medium F 139W 30K 3000K 40K 4000K 57K 5700K UL Universal 120-277V UH Universal 347-480V BK Black BZ Bronze SV Silver WH White G Small Four Point Mounting -Mounts to 1.25" (32mm) IP, 1.66" (42mm) O.D. horizontal tenon J Large Four Point Mounting -Mounts to 2" (51mm) IP, 2.375" (60mm) O.D. horizontal tenon N-Q9/Q8/Q7/Q6/Q5/Q4 Utility Label, NEMA® 7-Pin Photocell Receptacle & Field Adjustable Output -Must select Q9, Q8, Q7, Q6, Q5 or Q4 -Settings Q3-Q1 are not available with N option -External wattage label per ANSI C136.15 based on Q setting selected -7-pin receptacle per ANSI C136.41 -Factory connected 0-10V dim leads -Photocell and shorting cap by others -Power/lumens may only be adjusted down in the field -Refer to page 6 for power and lumen values Q9/Q8/Q7/Q6/Q5/Q4/Q3/Q2/Q1 Field Adjustable Output -Must select Q9, Q8, Q7, Q6, Q5, Q4, Q3, Q2, or Q1 -Power/lumens are fully adjustable in the field -Refer to page 6 for power and lumen values R NEMA® 7-Pin Photocell Receptacle -7-pin receptacle per ANSI C136.41 -Factory connected 0-10V dim leads -Photocell and shorting cap by others UTL Utility Label -Includes exterior wattage label per ANSI C136.15 that indicates the maximum available wattage of the luminaire * Available with Backlight Shield when ordered with field-installed accessory (see table above) 26.2"(665mm) 4.6"(117mm) 14.5"(368mm) Weight 24 lbs. (11kg) T (800) 236-6800 F (262) 504-5415US: lighting.cree.com T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Product Specifications CONSTRUCTION & MATERIALS • Die cast aluminum housing • Tool-less entry • Mounts on 1.25" (32mm) IP, 1.66" (42mm) O.D. or 2" (51mm) IP, 2.375" (60mm) O.D. horizontal tenon (minimum 8" [203mm] in length) and is adjustable +/- 5˚ to allow for fixture leveling (includes two axis T-level to aid in leveling) • Luminaire secures with two mounting bolts standard; optional four point mounting available • Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver and white are available • Weight: 24 lbs. (11kg) ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz • Power Factor : > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Class 1 driver • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • Designed with 0-10V dimming capabilities. Controls by others • 10V Source Current: 0.15mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards • Meets CALTrans 611 Vibration testing • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • RoHS compliant. Consult factory for additional details • Dark Sky Friendly, IDA Approved when ordered with 30K CCT. Please refer to http://darksky.org/fsa/fsa-products/ for most current information XSP2™ LED Street/Area Luminaire – Double Module – Version C Electrical Data* Input Power Designator System Watts 120-277V System Watts 347-480V Total Current (A) 120V 208V 240V 277V 347V 480V F 139 135 1.22 0.68 0.59 0.52 0.40 0.29 * Electrical data at 25˚C (77˚F). Actual wattage may differ by +/- 10% when operating between 120-480V +/- 10% 1 Lumen maintenance values at 25˚C (77˚F) are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. Luminaire ambient temperature factors (LATF) have been applied to all lumen maintenance factors 2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) 3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) XSP Series Version C Ambient Adjusted Lumen Maintenance1 Ambient Initial LMF 25K hr Projected2 LMF 50K hr Projected2 LMF 75K hr Calculated3 LMF 100K hr Calculated3 LMF 5˚C (41˚F)1.04 1.02 1.01 1.00 0.99 10˚C (50˚F)1.03 1.01 1.00 0.99 0.98 15˚C (59˚F)1.02 1.00 0.99 0.98 0.97 20˚C (68˚F)1.01 0.99 0.98 0.97 0.96 25˚C (77˚F)1.00 0.98 0.97 0.96 0.95 T (800) 236-6800 F (262) 504-5415US: lighting.cree.com T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Rev. Date: V12 05/04/2018 Ordering Information Example: CPY250-B-DM-D-A-UL-SV CPY Series - Version B CPY250® LED Canopy/Soffit Luminaire CPY250 B Product Version Mounting Optic Input Power Designator Voltage Color Options CCT Options CPY250 B DM Direct HC Hook & Cord PD Pendant D 0.91" (23mm) Drop Lens F Flat Lens A 60W B 96W C 31W E 145W F 85W UL Universal 120-277V UH Universal 347-480V - Available with B, E & F input power designators only 34* 347V - A & C input power designators only 48* 480V - A & C input power designators only BK Black BZ Bronze SV Silver WH White 30K 3000K 40K 4000K 57K 5700K DIM 0-10V Dimming -Control by others -Refer to Dimming spec sheet for details -Can't exceed wattage of specified Input Power Designator HZ Class I, Div. 2 Hazardous Location Certification -Available with DM and PD mounts only -A & C input power designators are available for DM and PD mounts except PD mount with 34 & 48 voltages in Canada -Not available with K or PML options K NSF 2 Certification -Luminaires include NSF certification mark -Available with the DM mount only -Not available with the HZ or PML options PML Programmable Multi-Level -Available with UL voltage only -Refer to PML spec sheet for details Product Description The CPY250® LED Canopy/Soffit Luminaire has an extremely thin profile constructed of rugged cast aluminum. It can be surface mounted easily from below the canopy deck and can be pendant mounted. Direct imaging of the LEDs is eliminated with a highly efficient patterned flat or 0.91" (23mm) drop glass lens. Applications: Petroleum canopies, CNG fueling stations, soffits Accessories Field-Installed Direct Mount Luminaires Canopy Upgrade Kits (18 ga. steel) XA-BXCCMW – for use with Jet-Philips, 21.60" (549mm) square XA-BXCCNW – for use with Elsco Franciscan, 22.06" (560mm) square XA-BXCCPW – for use with LSI Dakota or Masters, 22.50" (572mm) square XA-BXCCQW – for use with Whiteway Riviera or Rig-A-Lite, 20.60" (523mm)square XA-BXCCRW – for use with Elsco Merrit, 18.06" (459mm) square XA-BXCCSW – for use with LSI Richmond or Whiteway Civic, 23.00" (584mm) L x 13.00" (330mm) W Direct Mount Junction Box/Stem Kit XA-BXCCJBOX – 6.0" (152mm) H x 3/4" (19mm) NPT Stem - Watertight - Rated for feed through 8 (4 in, 4 out) #12 AWC conductors Direct Mount Beauty Plates XA-BXCCBPW – 26.17" (665mm) Beauty Plate Only (18 ga. steel) XA-BXCCBPB12W – 26.17" (665mm) Beauty Plate (18 ga. steel) w/12" (305mm) Backer Plate (16 ga. steel) - For use in canopies where deck opening is larger than what is required for mounting the CPY250 luminaire. Maximum deck opening 10.75" x 15" (183mm x 375mm) XA-BXCCBPB16W – 26.17" (665mm) Beauty Plate (18 ga. steel) w/16" (406mm) Backer Plate (16 ga. steel) - For use in canopies where deck opening is larger than what is required for mounting the CPY250 luminaire. Maximum deck opening 12" x 15" (305mm x 375mm) Pendant Mount Luminaires Pendant Mount Kits XA-PS12KIT* – 5" (127mm) pendant XA-PS18KIT* – 11" (279mm) pendant XA-PS22KIT* – 15" (381mm) pendant - Includes two conduit fittings and 3/4-14 NPT pipe threaded on two ends Hand-Held Remote XA-SENSREM - For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required Assembled in the U.S.A. of U.S. and imported parts Initial Delivered Lumens: Up to 20,080 Efficacy: Up to 151 LPW CRI: Minimum 70 CRI CCT : 3000K (+/- 300K), 4000K (+/- 300K), 5700K (+/- 500K) Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish IP66 Rated (Direct Mount only) Class I, Division 2 Hazardous Location for select models Performance Summary Drop Lens Flat Lens DM Mount Gasket to Sealup to 4.25" (108mm)Canopy Cutout 3/4" (19mm) NPT Conduit Entry Mounts with (4) Supplied Self-Sealing Sheet Metal Screws 0.91"(23mm) Drop Lens 15.0"(382mm)7.2"(183mm) 11.0"(279mm) 2.0" (50mm)Flat Glass Lens † See http://lighting.cree.com/warranty for warranty terms * Must specify color Weight 12.5 lbs. (5.7kg) * 347 and 480V with A & C input power designators utilize a magnetic step-down transformer. For input power for 347 and 480V, refer to the Electrical Data table T (800) 236-6800 F (262) 504-5415US: lighting.cree.com T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Product Specifications CONSTRUCTION & MATERIALS • Slim, low profile design • Easy mounting and servicing from below the deck • Luminaire housing is constructed of rugged cast aluminum with integral heat sink specifically designed for LED • Flat lens is 0.125" tempered Solite® glass • Drop lens is 0.157" molded borosilicate glass • Direct mount is suitable for use in single or double skin canopies with a minimum 4.0" (102mm) wide panels and a minimum 22 gauge, 0.030" (0.7mm) canopy thickness • Direct mount luminaire mounts directly to the canopy deck with the drilling of a single 2" to 4" (51mm to 102mm) round hole, is secured in place with self-sealing screws that provide a weathertight seal and includes 3/4” (19mm) conduit entry for direct wire feed • Hook and cord mount includes a 3' (0.91m) cord out of the luminaire and is intended to hang from the single hook • Standard pendant mount includes a mounting bracket and a J-Box for customer wiring and is intended to be mounted by 3/4 IP pendant (by others) • Hazardous location pendant mount has a threaded hub which accepts 3/4" NPT conduit (by others) and secures with a 1/4"-20 set screw • Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver and white are available • Weight: 12.5 lbs. (5.7kg) ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral 6kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • Operating Temperature Range: Applications Requiring Class I, Division 2 Hazardous Location Ratings: -40˚C to +25˚C; A Input Power Designator: -40˚C to +40˚C (direct mount to plywood), -40˚C to +45˚C (direct mount to sheet metal/suspended); B & E Input Power Designators: -40˚C to +35˚C (plywood), -40˚C to +40˚C (sheet metal/suspended); C Input Power Designator: -40˚C to +45˚C (plywood), -40˚C to +50˚C (sheet metal/suspended); F Input Power Designator: -40˚C to +40˚C (plywood), -40˚C to +45˚C (sheet metal/ suspended) WARNING: Exceeding maximum operating temperature may result in thermal foldback CONTROLS • Continuous dimming to 10% with 0-10V DC control protocol • 10V Source Current: 0.15mA • Use only lighting controls with neutral connection or controls intended for use with LED fixtures • Reference LED Dimming spec sheet for additional dimming information REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations when ordered with DM mount • Suitable for damp locations when ordered with HC and PD mounts • Suitable for wet locations when ordered with PD mount and HZ option • Enclosure rated IP66 per IEC 60529 when ordered with DM mount • Consult factory for CE Certified products • 6kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • RoHS compliant. Consult factory for additional details • Class I, Division 2 Hazardous Location rated when ordered with the DM or PD mount and the HZ option. A & C input power designators are available for DM and PD mounts except PD mount with 34 & 48 voltages in Canada. Not available with K or PML options. Rated for Groups A, B, C & D. Bears a T3C (160˚C) temperature classification within a 25˚C ambient • NSF Certified when ordered with DM mount and K option. Not available with HZ or PML options. Refer to http://info.nsf.org/Certified/Food/ for additional details • DLC and DLC Premium qualified versions available. Please refer to https://www.designlights.org/search/ for most current information 1 Lumen maintenance values at 25˚C (77˚F) are calculated per TM-21 based on LM-80 data and in-situ luminaire testing on sheet metal. Luminaire ambient temperature factors (LATF) have been applied to all lumen maintenance factors. Please refer to the Temperature Zone Reference Document for outdoor average nighttime ambient conditions 2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) 3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) Electrical Data* Input Power Designator System Watts 120-277V System Watts 347-480V; 347/480V Total Current (A) 120V 208V 240V 277V 347V 480V A 60 68 0.51 0.29 0.25 0.22 0.20 0.14 B 96 96 0.82 0.47 0.40 0.35 0.28 0.20 C 31 33 0.26 0.15 0.13 0.11 0.10 0.07 E 145 145 1.22 0.70 0.61 0.53 0.42 0.30 F 85 85 0.72 0.41 0.36 0.31 0.24 0.18 CPY250® LED Canopy/Soffit Luminaire - Version B * Electrical data at 25˚C (77˚F). Actual wattage may differ by +/- 10% when operating between 120-480V +/- 10% CPY Series - Version B Ambient Adjusted Lumen Mainteneance1 Ambient Initial LMF 25K hr Projected2 LMF 50K hr Projected2 LMF 75K hr Calculated3 LMF 100K hr Calculated3 LMF 5˚C (41˚F)1.04 1.02 1.00 0.98 0.96 10˚C (50˚F)1.03 1.01 0.99 0.97 0.95 15˚C (59˚F)1.02 0.99 0.98 0.96 0.94 20˚C (68˚F)1.01 0.98 0.96 0.95 0.93 25˚C (77˚F)1.00 0.97 0.95 0.94 0.92 30˚C (86˚F)0.99 0.96 0.94 0.93 0.91 PRODUCT INFORMATION PRODUCT INFORMATION DLC REBATES CREE WARRANTY INFO ADDITIONAL PRODUCTS PAGE 5 OF 5 For informational and illustration purposes only. All product, service and corporate names are the property of their respective owners. Product specifications and quantities may vary. These documents are the property of Red Leonard Associates, inc. Any use of these documents without the written consent of Jayme J. Leonard of Red Leonard Associates, Inc. is strictly prohibited. RL-5494-S1 2.3.b Packet Pg. 73 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 40 NEW 4.5M System RVI_Evolution Global Cabinet Elevation Scale: 3/8" = 1' 60 3/4" 60 3 / 4 " [1543mm] [1 5 4 3 m m ] 15 ' - 0 " O A H [4 5 7 2 m m ] [1219mm] 15 3/4" [400mm] Side View 55 " [1 3 9 7 m m ] 36 1 / 4 " 18 1 / 4 " [9 2 1 m m ] [4 6 4 m m ] Regular 56.9514 sq. ft. 18 1 / 4 " [4 6 4 m m ] 10.12.17 177765 SG177765_e 11 Sally Boyce Mike Lees TNE BUFFALO GROVE, IL Dan Hull Shell RVI Evolution GLOBAL ELECTRICAL TO USE U.L. LISTED COMPONENTS AND SHALL MEET ALL N.E.C. STANDARDS ALL ELECTRICAL SIGNS ARE TO COMPLY WITH U.L. 48 AND ARTICLE 600 OF THE N.E.C. STANDARDS, INCLUDING THE PROPER GROUNDING AND BONDING OF ALL SIGNS. 2.3.b Packet Pg. 74 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 41 1/8”=1'1/8”=1' 7/9/20187/9/2018JOB:JOB: DESCRIPTION:DESCRIPTION: SCALE:SCALE:JENKINS SIGN CO. Youngstown, Ohio Ph.(330) 799-3205 DATE:DATE: LOCATION:LOCATION: APPROVAL:APPROVAL: TN# Buffalo Grove, IL Building Sign TN# Buffalo Grove, IL Building Sign THIS IS AN ORIGINAL, UNIQUE, ARTISTIC, UNPUBLISHED DRAWING. CREATED BY THE JENKINS SIGN CO., INC. IT IS SUBMITTED BY THE JENKINS SIGN CO., INC. AND ACCEPTED BY YOU SOLELY FOR YOUR PERSONAL USE, IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY THE JENKINS SIGN CO., INC. IT IS THE PROPERTY OF THE JENKINS SIGN CO., INC. AND IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION, NOR IS THIS DRAWING, THE IDEAS, CONCEPTS OR ARRANGEMENTS DEPICTED HEREIN TO BE USED, REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION 27½” 30” 8’-6½” 5’-10” 8”11” SCALE: 3/4”=1' Letter / Logo Faces to be 1” HDU offset 3/4” from wall surface with 1/4” aluminum studs. Finish All letter / Logo to have a Satin acrylic polyurethane finish, with letter faces / returns to be PMS#334 Green. Logo face to be digital print applied first surface with a protective clear coat. 5.675 sq. ft. 5.39 sq. ft. Logo: Total area: Text: 21.55 sq. ft. 5” 10'-0" 8'-6 1/2" 2.3.b Packet Pg. 75 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 42 Gas Depot Competition Map 2.3.b Packet Pg. 76 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 43 PROJ. MGR.: DRAWN BY: DATE: SCALE: SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S CO N E P T U A L S I T E E X H I B I T 1 Ju l y 3 1 , 2 0 1 8 - 1 2 : 3 9 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ E x h i b i t s E n g \ S I T E _ E X H I B I T - 2 . d w g U p d a t e d B y : mh a m i l t o n 2.3.b Packet Pg. 77 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 44 Traffic Impact Study Proposed Gas Station Buffalo Grove, Illinois Prepared For: Prepared By: July 10, 2018 2.3.b Packet Pg. 78 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 45 Proposed Gas Station Buffalo Grove, Illinois 1 1. Introduction This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for a proposed gas station to be located in Buffalo Grove, Illinois. The site, which is currently occupied by Wooil Restaurant, is located in the southeast quadrant of the intersection of Milwaukee Avenue (US 45) with Riverwalk Drive/Columbus Parkway. As proposed, the site will be developed with a full-service gas station with 12 passenger vehicle fueling positions and an approximately 3,500 square-foot convenience store. Access to the development will be provided via the existing right-in/right-out access drive off Milwaukee Avenue and via the existing full movement access drive off Riverwalk Drive, both of which currently serve the site. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site area. The sections of this report present the following: • Existing roadway conditions • A description of the proposed development • Directional distribution of the development traffic • Vehicle trip generation for the development • Future traffic conditions including access to the development • Traffic analyses for the weekday morning and weekday evening peak hours • Recommendations with respect to adequacy of the site access and adjacent roadway system Traffic capacity analyses were conducted for the weekday morning and evening peak hours for the following conditions: 1. Existing Conditions – Analyze the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. Projected Conditions – Analyze the capacity of the future roadway system using the projected traffic volumes that include the existing traffic volumes, ambient area growth not attributable to any particular development, and the traffic estimated to be generated by the full buildout of the proposed development. 2.3.b Packet Pg. 79 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 46 Proposed Gas Station Buffalo Grove, Illinois 2 Site Location Figure 1 Figure 1 – Site Location SITE 2.3.b Packet Pg. 80 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 47 Proposed Gas Station Buffalo Grove, Illinois 3 Aerial View of Site Location Figure 2 Figure 2 – Aerial View of Site Location 2.3.b Packet Pg. 81 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 48 Proposed Gas Station Buffalo Grove, Illinois 4 2. Existing Conditions Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future condition s. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. Site Location The site, which is currently occupied by Wooil Restaurant, is located in the southeast quadrant of the intersection of Milwaukee Avenue (US 45) with Riverwalk Drive/Columbus Parkway. Land uses in the area include 301 Riverwalk Place Apartments to the north, the Riverwalk office development and the Des Plaines Valley Animal Hospital to the south, and Mi Mexico Restaurant, Beyer Dental & Associates, LTD., and Chevy Chase Country Club to the west. It should be noted that the Speedway gas station located in the northeast quadrant of the intersection of Milwaukee Avenue with Riverwalk Drive currently provides 16 fueling positions and a convenience store and is served by a full movement access drive off Riverwalk Drive located approximately 200 feet east of Milwaukee Avenue and via two right-in/right-out access drives off Milwaukee Avenue. Existing Roadway System Characteristics The characteristics of the existing roadways near the development are described below and illustrated in Figure 3. Milwaukee Avenue (US Route 45) is generally a north-south arterial roadway that in the vicinity of the site provides three through lanes in each direction separated by a raised landscaped median. At its signalized intersection with Riverwalk Drive/Columbus Parkway, Milwaukee Avenue provides an exclusive left-turn lane, three exclusive through lanes and an exclusive right-turn lane on the northbound approach and an exclusive left-turn lane, two exclusive through lanes and a shared through/right-turn lane on the southbound approach. Both legs of the intersection provide standard style crosswalks with pedestrian countdown signals. Milwaukee Avenue is under the jurisdiction of the Illinois Department of Transportation (IDOT), is classified as a Strategic Regional Arterial (SRA), carries an annual average daily traffic (AADT) volume of 30,600 vehicles (IDOT AADT 2015) and has a posted speed limit of 40 miles per hour. Riverwalk Drive is an east-west local roadway that serves the Riverwalk office building, the 301 Riverwalk apartments, and the Speedway gas station. This roadway extends from the Lake Cook Road westbound exit ramp to Milwaukee Avenue and provides one through lane in each direction. At its signalized intersection with Milwaukee Avenue, Riverwalk Drive provides dual left-turn lanes and a shared through/right-turn lane. The west leg of this intersection is Columbus Parkway which serves the residential homes on the west side of Milwaukee Avenue. At its signalized intersection with Milwaukee Avenue, Columbus Parkway provides an exclusive left-turn lane and a shared through/right-turn lane. Both the east and west legs of this intersection provide standard style crosswalks with pedestrian countdown signals. Riverwalk Drive and Columbus Parkway are under the jurisdiction of the Village of Buffalo Grove. Riverwalk Drive has a posted speed limit of 30 miles per hour and Columbus Parkway has a posted speed limit of 25 miles per hour. 2.3.b Packet Pg. 82 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 49 S T O R ECONVENIEN C EPROPOSED AP A R T M E N T S PL A C E 30 1 R I V E R W A L K SI T E SP E E D W A Y MI M E X I C O CO U N T R Y C L U B CH E V Y C H A S E WO O I L RI V E R W A L K AV E NU EMILWAUKEE PARKWAY COLUMBUS KLAWREVIR EVIRD KLAWREVIREVIRD 45 Fi g u r e : 3 Ex i s t i n g R o a d w a y C h a r a c t e r i s t i c s Ke n i g , L i n d g r e n , O ' H a r a , A b o o n a , I n c . Jo b N o : 1 7 - 1 6 9 Bu f f a l o G r o v e , I l l i n o i s Pr o p o s e d G a s S t a t i o n - T R A V E L L A N E - T R A F F I C S I G N A L - S P E E D L I M I T XX - C R O S S W A L K LE G E N D 25 30 40 N NO T T O S C A L E - S T O P S I G N 5 2.3.b Packet Pg. 83 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 50 Proposed Gas Station Buffalo Grove, Illinois 6 Existing Traffic Volumes In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period traffic counts utilizing Miovision Scout Collection Units on Thursday, August 3, 2017 during the weekday morning (7:00 to 9:00 A.M.) and evening (4:00 to 6:00 P.M.) peak periods at the intersection of Milwaukee Avenue with Riverwalk Drive/Columbus Parkway. The results of the traffic counts indicated that the weekday morning peak hour of traffic occurs from 7:30 A.M. to 8:30 A.M. and the weekday evening peak hour of traffic occurs from 4:45 P.M. to 5:45 P.M. For the intersection of Riverwalk Drive with the access road serving 301 Riverwalk Place apartments, the turning movements were estimated based on the size of the development (90 units). Figure 4 illustrates the existing peak hour traffic volumes. Copies of the traffic count summary sheets are included in the Appendix. Crash Analysis KLOA, Inc. obtained crash data for the past five years (2011 to 2015) for the intersection of Milwaukee Avenue with Riverwalk Drive/Columbus Parkway and Table 1 summarizes the crash data for this intersection. A review of the crash data indicated that there were no fatalities reported. Table 1 ROCKTON ROAD WITH WILLOWBROOK ROAD – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other Total 2011 0 0 0 4 1 1 0 6 2012 0 0 0 3 1 4 1 9 2013 0 1 0 6 0 1 0 8 2014 3 0 0 3 1 5 0 12 2015 0 0 0 4 1 1 0 6 Total 3 1 0 20 4 12 1 41 Average < 1 < 1 0 4 < 1 2.4 < 1 8.2 DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). 2.3.b Packet Pg. 84 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 51 S T O R ECONVENIEN C EPROPOSED SI T E SP E E D W A Y AV E NU EMILWAUKEE PARKWAY COLUMBUS KLAWREVIR EVIRD KLAWREVIREVIRD 45 Fi g u r e : 4 Ex i s t i n g T r a f f i c V o l u m e s Ke n i g , L i n d g r e n , O ' H a r a , A b o o n a , I n c . Jo b N o : 1 7 - 1 6 9 LE G E N D 00 (0 0 ) - W E E K D A Y M O R N I N G P E A K H O U R ( 7 : 3 0 - 8 : 3 0 A M ) - W E E K D A Y E V E N I N G P E A K H O U R ( 4 : 4 5 - 5 : 4 5 P M ) Bu f f a l o G r o v e , I l l i n o i s Pr o p o s e d G a s S t a t i o n 41 (31 4 ) 1 (3) 12 5 (35 7 ) 9 (4) 3 (0) 25 (12 ) 2 04 (78) 119 9 (16 0 7) 5 (33) 3 (4) 10 (3) 105 (29) 1402 (1511) N NO T T O S C A L E 38 (23 ) 1 (4) 12 9 (65 1 ) 9 (40 ) 30 3 (67 )0 (0 ) 7 2.3.b Packet Pg. 85 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 52 Proposed Gas Station Buffalo Grove, Illinois 8 3. Traffic Characteristics of the Proposed Development In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional distribution and volumes of traffic that it will generate. Proposed Site and Development Plan As proposed, the site will be redeveloped with a gas station with 12 passenger vehicle fueling positions and an approximately 3,500 square-foot convenience store. Access to the proposed gas station will continue to be provided via the following: • A modification to the existing full movement access drive off Riverwalk Drive located approximately 375 feet east of Milwaukee Avenue and aligned opposite the access roadway serving the 301 Riverwalk Place. This access drive will be widened to better accommodate fuel delivery vehicles but will continue to provide one inbound lane and one outbound lane and outbound movements should be under stop-sign control. • An existing right-in/right-out access drive off Milwaukee Avenue located approximately 200 feet south of Riverwalk Drive. This access drive will continue to provide one inbound lane and one outbound lane that will be restricted to right-turn movements only via the existing raised landscape median along Milwaukee Avenue. Outbound movements from this access drive should be under stop-sign control. Right-turns onto the access drive will continue to be accommodated by the northbound right-turn lane that extends from the intersection of Milwaukee Avenue with Riverwalk Drive beyond this access drive. As site plan depicting the proposed development layout and access is included in the Appendix. Directional Distribution The directions from which patrons and employees of the proposed gas station will approach and depart the site were estimated based on existing travel patterns, as determined from the traffic counts. Figure 5 illustrates the directional distribution of the development-generated traffic. Peak Hour Traffic Volumes The number of peak hour trips estimated to be generated by the proposed gas station were based on trip generation rates published by the Institute of Transportation Engineers (ITE) in Trip Generation Manual, 9th Edition. It is important to note that surveys conducted by ITE have shown that approximately 60 percent of trips made to gas stations are diverted from the existing traffic on the roadway system. This is particularly true during the weekday morning and evening peak hours when traffic is diverted from the home-to-work and work-to-home trips. Such diverted trips are referred to as pass-by traffic. As such, a 60 percent pass-by reduction was applied to the trips projected to be generated by the proposed gas station. Table 2 summarizes the trips projected to be generated by the proposed gas station. 2.3.b Packet Pg. 86 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 53 S T O R ECONVENIEN C EPROPOSED 37 5 ' 200' SI T E SP E E D W A Y AV E NU EMILWAUKEE PARKWAY COLUMBUS KLAWREVIR EVIRD KLAWREVIREVIRD 45 Fi g u r e : 5 00 ' 00 % - P E R C E N T D I S T R I B U T I O N - D I S T A N C E I N F E E T Ke n i g , L i n d g r e n , O ' H a r a , A b o o n a , I n c . Jo b N o : 1 7 - 1 6 9 LE G E N D Bu f f a l o G r o v e , I l l i n o i s Pr o p o s e d G a s S t a t i o n Es t i m a t e d D i r e c t i o n a l D i s t r i b u t i o n 45 % 45 % 5% 5% N NO T T O S C A L E 9 2.3.b Packet Pg. 87 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 54 Proposed Gas Station Buffalo Grove, Illinois 10 Table 2 PROJECTED SITE-GENERATED TRAFFIC VOLUMES ITE Land Use Code Weekday Morning Peak Hour Weekday Evening Peak Hour Type/Size In Out Total In Out Total 945 Gas Station with Convenience Store (12 Fueling Positions) 61 61 122 81 81 162 60% Pass-By Reduction -37 -37 -74 -49 -49 -98 Total New Trips 24 24 48 32 32 64 2.3.b Packet Pg. 88 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 55 Proposed Gas Station Buffalo Grove, Illinois 11 4. Projected Traffic Conditions The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development. Development Traffic Assignment The estimated weekday morning and evening peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). Figure 6 illustrates the traffic assignment of the new passenger vehicle trips and Figure 7 illustrates the pass-by trips generated by the proposed development. Background (No-Build) Traffic Conditions The existing traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on ADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP) in a letter dated August 28, 2017 a total increase of approximately 6 percent (one percent per year) for six years (buildout year plus five years) was applied to the through volumes along Milwaukee Avenue to project Year 2023 conditions. A copy of the CMAP 2040 projections letter is included in the Appendix. Total Projected Traffic Volumes The development-generated traffic (Figures 6 and 7) were added to the existing traffic volumes accounting for background traffic volumes to determine the Year 2023 total projected traffic volumes as illustrated in Figure 8. 2.3.b Packet Pg. 89 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 56 S T O R ECONVENIEN C EPROPOSED SI T E SP E E D W A Y AV E NU EMILWAUKEE PARKWAY COLUMBUS KLAWREVIR EVIRD KLAWREVIREVIRD 45 Fi g u r e : 6 Ke n i g , L i n d g r e n , O ' H a r a , A b o o n a , I n c . Jo b N o : 1 7 - 1 6 9 LE G E N D 00 (0 0 ) - W E E K D A Y M O R N I N G P E A K H O U R ( 7 : 3 0 - 8 : 3 0 A M ) - W E E K D A Y E V E N I N G P E A K H O U R ( 4 : 4 5 - 5 : 4 5 P M ) Bu f f a l o G r o v e , I l l i n o i s Pr o p o s e d G a s S t a t i o n Ne w S i t e T r a f f i c A s s i g n m e n t 12 (16 ) 16 (21 )1 (2)1 (2 ) 11 (14 ) 1 (2) 4 (5) 11 (14) 1 (2) 7 (9) 11 (14) 7 (9) N NO T T O S C A L E 12 2.3.b Packet Pg. 90 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 57 S T O R ECONVENIEN C EPROPOSED SI T E SP E E D W A Y AV E NU EMILWAUKEE PARKWAY COLUMBUS KLAWREVIR EVIRD KLAWREVIREVIRD 45 Fi g u r e : 7 Ke n i g , L i n d g r e n , O ' H a r a , A b o o n a , I n c . Jo b N o : 1 7 - 1 6 9 Bu f f a l o G r o v e , I l l i n o i s Pr o p o s e d G a s S t a t i o n Pa s s - B y S i t e T r a f f i c A s s i g n m e n t +14 (+20 ) +1 4 (+2 0 ) -14 (-2 0 ) +17 (+20 ) +17 (+20) -17 (-20) -2 (-8) +2 (+8) +4 (+1 ) +19 (+28 ) +21 (+21 ) -4 (-1) LE G E N D 00 (0 0 ) - W E E K D A Y M O R N I N G P E A K H O U R ( 7 : 3 0 - 8 : 3 0 A M ) - W E E K D A Y E V E N I N G P E A K H O U R ( 4 : 4 5 - 5 : 4 5 P M ) N NO T T O S C A L E 13 2.3.b Packet Pg. 91 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 58 S T O R ECONVENIEN C EPROPOSED SI T E SP E E D W A Y AV E NU EMILWAUKEE PARKWAY COLUMBUS KLAWREVIR EVIRD KLAWREVIREVIRD 45 Fi g u r e : 8 LE G E N D 00 (0 0 ) Ke n i g , L i n d g r e n , O ' H a r a , A b o o n a , I n c . Jo b N o : 1 7 - 1 6 9 Bu f f a l o G r o v e , I l l i n o i s Pr o p o s e d G a s S t a t i o n - W E E K D A Y M O R N I N G P E A K H O U R ( 7 : 3 0 - 8 : 3 0 A M ) - W E E K D A Y E V E N I N G P E A K H O U R ( 4 : 4 5 - 5 : 4 5 P M ) Ye a r 2 0 3 6 T o t a l P r o j e c t e d T r a f f i c V o l u m e s N NO T T O S C A L E 21 (29 ) 3 (10 ) 33 (37 ) 0 (0 ) 35 (49 ) 25 (3 4) 3 (4) 2 (5) 133 (63) 1469 (1582)10 (3) 9 (4) 4 (2) 25 (12 ) 45 (31 9 ) 15 3 (39 1 ) 2 0 4 (7 8) 12 78 (1712) 5 (3 3) 1 (4) 12 7 (64 3 ) 9 (40 ) 29 9 (66 ) 1643 (1985) 14 6 6 (1 794) 38 (23 )0 (0 )0 (0 ) 5 (3 ) 14 2.3.b Packet Pg. 92 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 59 Proposed Gas Station Buffalo Grove, Illinois 15 5. Traffic Analysis and Recommendations The following provides an evaluation conducted for the weekday morning and weekday evening peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modification are required. Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning and evening peak hours for the existing (Year 2017) and Year 2023 total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 2010 and analyzed using the HCS 7 computer software. The analysis for the traffic-signal controlled intersections were accomplished using field measured cycle lengths and phasings to determine the average overall vehicle delay and levels of service. The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing and Year 2023 total projected traffic conditions are presented in Tables 3 and 4. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix. 2.3.b Packet Pg. 93 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 60 Proposed Gas Station Buffalo Grove, Illinois 16 Table 3 CAPACITY ANALYSIS RESULTS – MILWAUKEE AVENUE WITH RIVERWALK DRIVE – SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T R L T R L T R L T R Ye a r 2 0 1 7 Ex i s t i n g Co n d i t i o n s Weekday Morning Peak Hour F 97.9 E 57.3 E 64.4 D 51.4 A 5.7 A 2.7 A 5.6 A 5.9 A 2.3 A 2.8 A – 6.8 E – 67.2 E – 61.1 A – 3.1 A – 2.7 Weekday Evening Peak Hour F 121.4 D 47.7 E 61.9 E 57.4 B 11.7 A 9.6 A 6.3 B 12.4 A 9.4 B 10.4 B – 18.4 E – 66.1 E – 59.8 A – 9.5 A – 9.8 Ye a r 2 0 2 3 Pr o j e c t e d Co n d i t i o n s Weekday Morning Peak Hour F 97.9 E 57.3 E 67.9 D 50.4 A 6.3 A 3.4 A 5.9 A 6.5 A 2.7 A 3.3 A – 7.8 E – 66.9 E – 63.8 A – 3.8 A – 3.2 Weekday Evening Peak Hour F 121.4 D 48.3 E 63.7 E 57.3 B 12.8 B 11.2 A 6.5 B 13.9 B 10.0 B 11.1 B – 19.5 E – 64.5 E – 60.8 B – 11.0 B – 10.5 Delay is measured in seconds. 2.3.b Packet Pg. 94 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 61 Proposed Gas Station Buffalo Grove, Illinois 17 Table 4 CAPACITY ANALYSIS RESULTS – UNSIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Existing Conditions Riverwalk Drive with Full Movement Access Drive • Southbound Approach A 9.1 B 13.4 • Eastbound Left-Turns A 7.5 A 9.1 Projected Conditions Milwaukee Avenue with Right-In/Right-Out Access Drive • Northbound Approach B 13.4 C 23.2 • Southbound Approach A 9.1 B 13.3 • Eastbound Left-Turns A 7.5 A 9.7 • Westbound Left-Turns A 8.0 A 7.4 Riverwalk Drive with Full Movement Access Drive • Westbound Approach C 18.1 C 23.2 LOS = Level of Service Delay is measured in seconds. 2.3.b Packet Pg. 95 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 62 Proposed Gas Station Buffalo Grove, Illinois 18 Discussion and Recommendations The following summarizes how the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the development-generated traffic. Milwaukee Avenue with Riverwalk Drive/Columbus Parkways The results of the capacity analysis indicate that overall this intersection currently operates at level of service (LOS) A during the weekday morning peak hour and at LOS B during the weekday evening peak hour. It should be noted that the eastbound and westbound approaches currently operate at LOS E during both peak hours and that the westbound left-turn phase operates at LOS F during both peak hours. This level of service is due to the limited amount of green time allocated to these approaches during the peak hours and the operation of left-turn movements under a protected phase only. Under Year 2023 conditions, this intersection overall is projected to continue operating at existing levels of service with increases in delay of approximately one second during both peak hours. Furthermore, the northbound and southbound approaches are projected to operate at LOS A during the weekday morning peak hour and at LOS B during the weekday evening peak hour with increases in delay of less than one second. Additionally, the eastbound and westbound approaches are projected to continue operating at LOS E during both peak hours with increases in delay of approximately three seconds or less. During the weekday morning peak hour, the 95th percentile queues for the northbound are projected to be approximately 80 feet which will not extend beyond the location of the right-in/right-out access drive and the 95th percentile queues for the westbound left-turns are projected to be approximately 130 feet which will not extend to the location of the full movement access drive and can be accommodated within the left-turn lane storage provided. During the weekday evening peak hour, the 95th percentile queues for the northbound are projected to be approximately 240 feet which will extend beyond the location of the right-in/right-out access drive, however these queues are projected to clear every signal cycle, allowing vehicles to egress the site. The 95th percentile queues for the westbound left-turns are projected to be approximately 300 feet which will extend to but not beyond the location of the full movement access drive. Furthermore, the 95th percentile queues for the westbound through/right-turn lane are projected to be 420 feet which extend beyond the location of the proposed access drive. These queues are likely to clear the access drive with every green phase, allowing northbound left-turn vehicles to egress the site. As such, the proposed development traffic will have a limited impact on the operations of this intersection and no roadway improvements or signal modifications will be required. 2.3.b Packet Pg. 96 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 63 Proposed Gas Station Buffalo Grove, Illinois 19 Riverwalk Drive with Full Movement Access Drive The results of the capacity analysis indicate that the southbound approach currently operates at LOS A during the weekday morning peak hour and at LOS B during the weekday evening peak hour. Under Year 2023 conditions, the southbound approach is projected to continue operating at LOS A during the weekday morning peak hour and at LOS B during the weekday evening peak hour with limited increases in delay. Outbound movements from the proposed full movement access drive are projected to operate at LOS B during the weekday morning peak hour and at LOS C during the weekday evening peak hour with 95th percentile queues of one to two vehicles. Furthermore, eastbound and westbound left-turns onto are projected to operate at LOS A during both peak hours with 95th percentile queues of one to two vehicles. As previously indicated, the 95th percentile westbound approach queues at the intersection of Milwaukee Avenue with Riverwalk Drive are projected to extend to or beyond, the location of this access drive during the weekday evening peak hour. In the event that westbound left-turn queues temporarily obstruct outbound left-turn movements, there is approximately 230 feet of storage along the access drive to accommodate outbound vehicles, without obstructing on-site circulation, until the next westbound green phase in which these queues will likely clear the access drive. As such, the proposed full movement access drive will be adequate in accommodating the traffic projected to be generated by the proposed development and will provide efficient and flexible access. Milwaukee Avenue with Right-In/Right-Out Access Drive The results of the capacity analysis indicate that westbound right-turn movements onto Milwaukee Avenue from the right-in/right-out access drive are projected to operate at LOS C during the weekday morning and weekday evening peak hour with 95th percentile queues of one to two vehicles which will not impact the on-site circulation of the proposed gas station. As previously indicated, the northbound queues at the intersection of Milwaukee Avenue with Riverwalk Drive are projected to extend beyond the location of this access drive during the weekday evening peak hour. However, these queues are projected to clear with every northbound green phase. As such, the proposed right-in/right-out access drive will be adequate in accommodating the traffic projected to be generated by the proposed development and will provide efficient and flexible access. 2.3.b Packet Pg. 97 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 64 Proposed Gas Station Buffalo Grove, Illinois 20 6. Conclusion Based on the preceding analyses and recommendations, the following conclusions have been made: • The traffic projected to be generated by the proposed gas station will be reduced due to the volume of pass-by traffic generated by the gas station. • The site generated traffic will have a limited impact on the operations of the signalized intersection of Milwaukee Avenue with Riverwalk Drive and no roadway improvements or signal modifications will be required. • The proposed access system will be adequate in accommodating the traffic projected to be generated by the proposed development and will provide efficient and flexibly access. 2.3.b Packet Pg. 98 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 65 Proposed Gas Station Buffalo Grove, Illinois Appendix Traffic Count Summary Sheets Site Plan CMAP 2040 Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets 2.3.b Packet Pg. 99 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 66 Proposed Gas Station Buffalo Grove, Illinois Traffic Count Summary Sheets 2.3.b Packet Pg. 100 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 67 Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Milwaukee Avenue with Riverwalk Drive Site Code: Start Date: 08/03/2017 Page No: 1 Turning Movement Data Start Time Columbus Parkway Riverwalk Drive Milwaukee Avenue Milwaukee Avenue Eastbound Westbound Northbound Southbound U-Turn Left Thru Right Peds App. Total U-Turn Left Thru Right Peds App. Total U-Turn Left Thru Right Peds App. Total U-Turn Left Thru Right Peds App. Total Int. Total 7:00 AM 0 1 0 4 0 5 0 31 0 13 0 44 1 2 238 48 0 289 4 23 275 1 0 303 641 7:15 AM 0 2 0 5 0 7 0 39 0 7 0 46 1 0 283 51 0 335 3 23 315 1 0 342 730 7:30 AM 0 1 2 3 0 6 0 31 0 10 0 41 0 2 353 43 0 398 4 19 364 1 0 388 833 7:45 AM 0 5 1 7 0 13 0 36 0 14 0 50 0 1 282 59 0 342 2 29 374 1 1 406 811 Hourly Total 0 9 3 19 0 31 0 137 0 44 0 181 2 5 1156 201 0 1364 13 94 1328 4 1 1439 3015 8:00 AM 0 1 0 7 0 8 0 30 1 8 0 39 0 1 291 48 0 340 2 27 337 0 0 366 753 8:15 AM 0 2 0 8 0 10 0 28 0 9 1 37 1 1 273 54 1 329 2 30 327 1 1 360 736 8:30 AM 0 0 0 4 0 4 0 17 0 10 1 27 0 4 266 45 0 315 1 26 352 0 3 379 725 8:45 AM 0 0 0 0 1 0 0 35 0 13 0 48 0 3 261 67 0 331 0 44 364 1 2 409 788 Hourly Total 0 3 0 19 1 22 0 110 1 40 2 151 1 9 1091 214 1 1315 5 127 1380 2 6 1514 3002 *** BREAK ***------------------------- 4:00 PM 0 4 0 2 0 6 0 78 0 77 0 155 1 2 358 19 0 380 0 5 385 1 0 391 932 4:15 PM 0 3 0 5 0 8 0 72 1 57 1 130 0 5 398 14 0 417 1 8 346 1 2 356 911 4:30 PM 0 4 0 3 0 7 0 85 0 89 0 174 1 6 388 23 0 418 0 7 350 3 3 360 959 4:45 PM 0 2 0 1 0 3 0 76 2 79 0 157 1 5 409 16 1 431 1 3 383 2 0 389 980 Hourly Total 0 13 0 11 0 24 0 311 3 302 1 616 3 18 1553 72 1 1646 2 23 1464 7 5 1496 3782 5:00 PM 0 1 0 3 0 4 0 104 0 83 1 187 1 11 399 17 0 428 1 10 418 0 5 429 1048 5:15 PM 0 0 0 2 1 2 0 103 0 84 1 187 2 9 371 24 1 406 1 10 348 1 3 360 955 5:30 PM 0 1 0 6 1 7 0 74 1 68 0 143 1 8 428 21 0 458 0 6 362 1 0 369 977 5:45 PM 0 1 0 6 0 7 0 68 3 70 0 141 4 7 354 18 0 383 0 10 308 4 1 322 853 Hourly Total 0 3 0 17 2 20 0 349 4 305 2 658 8 35 1552 80 1 1675 2 36 1436 6 9 1480 3833 Grand Total 0 28 3 66 3 97 0 907 8 691 5 1606 14 67 5352 567 3 6000 22 280 5608 19 21 5929 13632 Approach %0.0 28.9 3.1 68.0 --0.0 56.5 0.5 43.0 --0.2 1.1 89.2 9.5 --0.4 4.7 94.6 0.3 --- Total %0.0 0.2 0.0 0.5 -0.7 0.0 6.7 0.1 5.1 -11.8 0.1 0.5 39.3 4.2 -44.0 0.2 2.1 41.1 0.1 -43.5 - Lights 0 28 2 66 -96 0 868 8 674 -1550 14 65 5095 534 -5708 18 266 5371 19 -5674 13028 % Lights -100.0 66.7 100.0 -99.0 -95.7 100.0 97.5 -96.5 100.0 97.0 95.2 94.2 -95.1 81.8 95.0 95.8 100.0 -95.7 95.6 Buses 0 0 0 0 -0 0 7 0 7 -14 0 0 30 3 -33 0 0 24 0 -24 71 % Buses -0.0 0.0 0.0 -0.0 -0.8 0.0 1.0 -0.9 0.0 0.0 0.6 0.5 -0.6 0.0 0.0 0.4 0.0 -0.4 0.5 Single-Unit Trucks 0 0 1 0 -1 0 29 0 6 -35 0 2 130 28 -160 4 13 108 0 -125 321 % Single-Unit Trucks -0.0 33.3 0.0 -1.0 -3.2 0.0 0.9 -2.2 0.0 3.0 2.4 4.9 -2.7 18.2 4.6 1.9 0.0 -2.1 2.4 Articulated Trucks 0 0 0 0 -0 0 3 0 3 -6 0 0 96 2 -98 0 1 105 0 -106 210 % Articulated Trucks -0.0 0.0 0.0 -0.0 -0.3 0.0 0.4 -0.4 0.0 0.0 1.8 0.4 -1.6 0.0 0.4 1.9 0.0 -1.8 1.5 Bicycles on Road 0 0 0 0 -0 0 0 0 1 -1 0 0 1 0 -1 0 0 0 0 -0 2 % Bicycles on Road -0.0 0.0 0.0 -0.0 -0.0 0.0 0.1 -0.1 0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 0.0 -0.0 0.0 Pedestrians ----3 -----5 -----3 -----21 -- 2.3.b Packet Pg. 101 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 68 Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Milwaukee Avenue with Riverwalk Drive Site Code: Start Date: 08/03/2017 Page No: 3 Turning Movement Peak Hour Data (7:30 AM) Start Time Columbus Parkway Riverwalk Drive Milwaukee Avenue Milwaukee Avenue Eastbound Westbound Northbound Southbound U-Turn Left Thru Right Peds App. Total U-Turn Left Thru Right Peds App. Total U-Turn Left Thru Right Peds App. Total U-Turn Left Thru Right Peds App. Total Int. Total 7:30 AM 0 1 2 3 0 6 0 31 0 10 0 41 0 2 353 43 0 398 4 19 364 1 0 388 833 7:45 AM 0 5 1 7 0 13 0 36 0 14 0 50 0 1 282 59 0 342 2 29 374 1 1 406 811 8:00 AM 0 1 0 7 0 8 0 30 1 8 0 39 0 1 291 48 0 340 2 27 337 0 0 366 753 8:15 AM 0 2 0 8 0 10 0 28 0 9 1 37 1 1 273 54 1 329 2 30 327 1 1 360 736 Total 0 9 3 25 0 37 0 125 1 41 1 167 1 5 1199 204 1 1409 10 105 1402 3 2 1520 3133 Approach %0.0 24.3 8.1 67.6 --0.0 74.9 0.6 24.6 --0.1 0.4 85.1 14.5 --0.7 6.9 92.2 0.2 --- Total %0.0 0.3 0.1 0.8 -1.2 0.0 4.0 0.0 1.3 -5.3 0.0 0.2 38.3 6.5 -45.0 0.3 3.4 44.7 0.1 -48.5 - PHF 0.000 0.450 0.375 0.781 -0.712 0.000 0.868 0.250 0.732 -0.835 0.250 0.625 0.849 0.864 -0.885 0.625 0.875 0.937 0.750 -0.936 0.940 Lights 0 9 2 25 -36 0 117 1 34 -152 1 4 1117 197 -1319 9 100 1330 3 -1442 2949 % Lights -100.0 66.7 100.0 -97.3 -93.6 100.0 82.9 -91.0 100.0 80.0 93.2 96.6 -93.6 90.0 95.2 94.9 100.0 -94.9 94.1 Buses 0 0 0 0 -0 0 1 0 3 -4 0 0 7 0 -7 0 0 4 0 -4 15 % Buses -0.0 0.0 0.0 -0.0 -0.8 0.0 7.3 -2.4 0.0 0.0 0.6 0.0 -0.5 0.0 0.0 0.3 0.0 -0.3 0.5 Single-Unit Trucks 0 0 1 0 -1 0 7 0 4 -11 0 1 42 6 -49 1 5 30 0 -36 97 % Single-Unit Trucks -0.0 33.3 0.0 -2.7 -5.6 0.0 9.8 -6.6 0.0 20.0 3.5 2.9 -3.5 10.0 4.8 2.1 0.0 -2.4 3.1 Articulated Trucks 0 0 0 0 -0 0 0 0 0 -0 0 0 33 1 -34 0 0 38 0 -38 72 % Articulated Trucks -0.0 0.0 0.0 -0.0 -0.0 0.0 0.0 -0.0 0.0 0.0 2.8 0.5 -2.4 0.0 0.0 2.7 0.0 -2.5 2.3 Bicycles on Road 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 % Bicycles on Road -0.0 0.0 0.0 -0.0 -0.0 0.0 0.0 -0.0 0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 0.0 -0.0 0.0 Pedestrians ----0 -----1 -----1 -----2 -- % Pedestrians ----------100.0 -----100.0 -----100.0 -- 2.3.b Packet Pg. 102 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 69 Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Milwaukee Avenue with Riverwalk Drive Site Code: Start Date: 08/03/2017 Page No: 4 Turning Movement Peak Hour Data (4:45 PM) Start Time Columbus Parkway Riverwalk Drive Milwaukee Avenue Milwaukee Avenue Eastbound Westbound Northbound Southbound U-Turn Left Thru Right Peds App. Total U-Turn Left Thru Right Peds App. Total U-Turn Left Thru Right Peds App. Total U-Turn Left Thru Right Peds App. Total Int. Total 4:45 PM 0 2 0 1 0 3 0 76 2 79 0 157 1 5 409 16 1 431 1 3 383 2 0 389 980 5:00 PM 0 1 0 3 0 4 0 104 0 83 1 187 1 11 399 17 0 428 1 10 418 0 5 429 1048 5:15 PM 0 0 0 2 1 2 0 103 0 84 1 187 2 9 371 24 1 406 1 10 348 1 3 360 955 5:30 PM 0 1 0 6 1 7 0 74 1 68 0 143 1 8 428 21 0 458 0 6 362 1 0 369 977 Total 0 4 0 12 2 16 0 357 3 314 2 674 5 33 1607 78 2 1723 3 29 1511 4 8 1547 3960 Approach %0.0 25.0 0.0 75.0 --0.0 53.0 0.4 46.6 --0.3 1.9 93.3 4.5 --0.2 1.9 97.7 0.3 --- Total %0.0 0.1 0.0 0.3 -0.4 0.0 9.0 0.1 7.9 -17.0 0.1 0.8 40.6 2.0 -43.5 0.1 0.7 38.2 0.1 -39.1 - PHF 0.000 0.500 0.000 0.500 -0.571 0.000 0.858 0.375 0.935 -0.901 0.625 0.750 0.939 0.813 -0.941 0.750 0.725 0.904 0.500 -0.902 0.945 Lights 0 4 0 12 -16 0 349 3 313 -665 5 33 1567 74 -1679 3 29 1466 4 -1502 3862 % Lights -100.0 -100.0 -100.0 -97.8 100.0 99.7 -98.7 100.0 100.0 97.5 94.9 -97.4 100.0 100.0 97.0 100.0 -97.1 97.5 Buses 0 0 0 0 -0 0 2 0 1 -3 0 0 3 1 -4 0 0 5 0 -5 12 % Buses -0.0 -0.0 -0.0 -0.6 0.0 0.3 -0.4 0.0 0.0 0.2 1.3 -0.2 0.0 0.0 0.3 0.0 -0.3 0.3 Single-Unit Trucks 0 0 0 0 -0 0 5 0 0 -5 0 0 18 3 -21 0 0 17 0 -17 43 % Single-Unit Trucks -0.0 -0.0 -0.0 -1.4 0.0 0.0 -0.7 0.0 0.0 1.1 3.8 -1.2 0.0 0.0 1.1 0.0 -1.1 1.1 Articulated Trucks 0 0 0 0 -0 0 1 0 0 -1 0 0 18 0 -18 0 0 23 0 -23 42 % Articulated Trucks -0.0 -0.0 -0.0 -0.3 0.0 0.0 -0.1 0.0 0.0 1.1 0.0 -1.0 0.0 0.0 1.5 0.0 -1.5 1.1 Bicycles on Road 0 0 0 0 -0 0 0 0 0 -0 0 0 1 0 -1 0 0 0 0 -0 1 % Bicycles on Road -0.0 -0.0 -0.0 -0.0 0.0 0.0 -0.0 0.0 0.0 0.1 0.0 -0.1 0.0 0.0 0.0 0.0 -0.0 0.0 Pedestrians ----2 -----2 -----2 -----8 -- % Pedestrians ----100.0 -----100.0 -----100.0 -----100.0 -- 2.3.b Packet Pg. 103 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 70 Proposed Gas Station Buffalo Grove, Illinois Site Plan 2.3.b Packet Pg. 104 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 71 PROJ. MGR.: DRAWN BY: DATE: SCALE: SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S AD D I T I O N A L P R O P E R T Y E X H I B I T Fe b r u a r y 7 , 2 0 1 8 - 1 1 : 5 5 D w g N a m e : P : \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ E x h i b i t s E n g \ 03 - S I T E _ E X H I B I T . d w g U p d a t e d B y : A J o h n s o n 2.3.b Packet Pg. 105 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 72 Proposed Gas Station Buffalo Grove, Illinois CMAP 2040 Projections Letter 2.3.b Packet Pg. 106 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 73 2.3.b Packet Pg. 107 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 74 Proposed Gas Station Buffalo Grove, Illinois Level of Service Criteria 2.3.b Packet Pg. 108 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 75 Proposed Gas Station Buffalo Grove, Illinois LEVEL OF SERVICE CRITERIA Signalized Intersections Level of Service Interpretation Average Control Delay (seconds per vehicle) A Favorable progression. Most vehicles arrive during the green indication and travel through the intersection without stopping. ≤10 B Good progression, with more vehicles stopping than for Level of Service A. >10 - 20 C Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. >20 - 35 D The volume-to-capacity ratio is high and either progression is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable. >35 - 55 E Progression is unfavorable. The volume-to-capacity ratio is high and the cycle length is long. Individual cycle failures are frequent. >55 - 80 F The volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue. >80.0 Unsignalized Intersections Level of Service Average Total Delay (SEC/VEH) A 0 - 10 B > 10 - 15 C > 15 - 25 D > 25 - 35 E > 35 - 50 F > 50 Source: Highway Capacity Manual, 2010. 2.3.b Packet Pg. 109 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 76 Proposed Gas Station Buffalo Grove, Illinois Capacity Analysis Summary Sheets 2.3.b Packet Pg. 110 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 77 HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period AM Peak Hour PHF 0.94 Urban Street Milwaukee Avenue (US …Analysis Year 2017 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -AMEX.xus Project Description AM Existing Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 9 3 25 125 1 41 5 1199 204 115 1402 3 Signal Information Green Yellow Red 3.0 1.9 80.4 1.1 1.1 7.5 3.5 0.0 4.5 3.5 3.5 4.5 0.5 0.0 1.5 1.0 1.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 9 3 25 125 1 41 5 1199 204 115 1402 3 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %0 4 6 17 20 7 3 5 5 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 125 0 240 0 165 0 270 200 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 30 30 30 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 42.0 13.0 42.0 13.0 52.0 13.0 52.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 0.5 1.5 0.5 1.5 Minimum Green ( Gmin), s 4 8 4 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 4.0 5.0 4.0 5.0 2.5 7.0 2.5 7.0 Recall Mode Off Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes Yes Yes Yes Walk (Walk), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 3:33:03 PM 2.3.b Packet Pg. 111 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 78 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period AM Peak Hour PHF 0.94 Urban Street Milwaukee Avenue (US …Analysis Year 2017 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -AMEX.xus Project Description AM Existing Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 9 3 25 125 1 41 5 1199 204 115 1402 3 Signal Information Green Yellow Red 3.0 1.9 80.4 1.1 1.1 7.5 3.5 0.0 4.5 3.5 3.5 4.5 0.5 0.0 1.5 1.0 1.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 4.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 5.6 13.5 11.2 19.1 7.0 86.4 8.9 88.3 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.0 6.0 4.0 6.0 Max Allow Headway ( MAH ), s 5.2 6.4 5.1 6.4 3.5 0.0 3.5 0.0 Queue Clearance Time ( g s ), s 2.6 4.2 6.7 5.5 2.1 4.6 Green Extension Time ( g e ), s 0.0 0.5 0.1 0.6 0.0 0.0 0.3 0.0 Phase Call Probability 0.27 0.94 0.99 1.00 1.00 1.00 Max Out Probability 0.35 0.00 1.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 10 30 133 45 5 1276 217 122 997 498 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1586 1675 1402 1527 1717 1572 1739 1826 1824 Queue Service Time ( g s ), s 0.6 2.2 4.7 3.5 0.1 4.7 5.3 2.6 4.4 4.5 Cycle Queue Clearance Time ( g c ), s 0.6 2.2 4.7 3.5 0.1 4.7 5.3 2.6 4.4 4.5 Green Ratio ( g/C )0.01 0.06 0.06 0.11 0.69 0.67 0.73 0.71 0.69 0.69 Capacity ( c ), veh/h 16 99 187 153 289 3450 1141 398 2504 1251 Volume-to-Capacity Ratio ( X )0.581 0.300 0.711 0.291 0.018 0.370 0.190 0.307 0.398 0.398 Back of Queue ( Q ), ft/ln ( 95 th percentile)21.1 44.8 103.9 68 2 59.2 72.6 40.3 56.7 62.9 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.8 1.7 4.0 2.4 0.1 2.2 2.8 1.6 2.2 2.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.17 0.00 0.43 0.00 0.01 0.00 0.27 0.20 0.00 0.00 Uniform Delay ( d 1 ), s/veh 59.2 53.7 55.7 49.2 5.7 2.4 5.2 5.5 1.8 1.8 Incremental Delay ( d 2 ), s/veh 38.6 3.5 8.7 2.2 0.0 0.3 0.4 0.3 0.5 0.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 97.9 57.3 64.4 51.4 5.7 2.7 5.6 5.9 2.3 2.8 Level of Service (LOS)F E E D A A A A A A Approach Delay, s/veh / LOS 67.2 E 61.1 E 3.1 A 2.7 A Intersection Delay, s/veh / LOS 6.8 A Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 3.4 C 3.3 C 2.4 B 2.2 B Bicycle LOS Score / LOS 0.6 A 0.8 A 1.3 A 1.4 A Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 3:33:03 PM 2.3.b Packet Pg. 112 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 79 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period AM Peak Hour PHF 0.94 Urban Street Milwaukee Avenue (US …Analysis Year 2017 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -AMEX.xus Project Description AM Existing Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 9 3 25 125 1 41 5 1199 204 115 1402 3 Signal Information Green Yellow Red 3.0 1.9 80.4 1.1 1.1 7.5 3.5 0.0 4.5 3.5 3.5 4.5 0.5 0.0 1.5 1.0 1.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)1.000 0.969 1.000 0.953 0.867 1.000 0.844 0.945 0.977 0.961 0.961 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)1.000 1.000 1.000 0.971 1.000 1.000 1.000 0.908 1.000 1.000 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.862 0.862 0.851 0.851 0.000 0.847 0.999 0.999 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 1810 170 1416 3350 33 1368 1527 5151 1572 1739 5464 12 Proportion of Vehicles Arriving on Green (P)0.01 0.06 0.06 0.06 0.11 0.11 0.03 0.89 0.67 0.04 0.91 0.69 Incremental Delay Factor (k)0.15 0.23 0.20 0.23 0.08 0.50 0.50 0.08 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.0 6.0 4.0 6.0 Green Ratio (g/C)0.01 0.06 0.06 0.11 0.69 0.67 0.71 0.69 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 0 302 0 424 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 0.0 80.4 0.0 80.4 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 75.8 0.0 75.6 0.0 Permitted Queue Service Time (gps), s 0.1 1.9 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1572 Protected Right Effective Green Time (gR), s 6.7 Multimodal EB WB NB SB Pedestrian Fw / Fv 2.644 0.00 2.545 0.00 1.710 0.00 1.557 0.00 Pedestrian Fs / Fdelay 0.000 0.159 0.000 0.155 0.000 0.075 0.000 0.071 Pedestrian Mcorner / Mcw Bicycle cb / db 125.25 52.72 218.77 47.59 1339.60 6.54 1371.34 5.93 Bicycle Fw / Fv -3.64 0.06 -3.64 0.29 -3.64 0.82 -3.64 0.89 Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 3:33:03 PM 2.3.b Packet Pg. 113 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 80 ---Messages --- No errors or warnings exist. ---Comments --- Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 3:33:03 PM 2.3.b Packet Pg. 114 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 81 HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period PM Peak Hour PHF 0.95 Urban Street Milwaukee Avenue (US …Analysis Year 2017 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -PMEX.xus Project Description PM Existing Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 4 0 12 357 3 314 33 1607 78 32 1511 4 Signal Information Green Yellow Red 3.0 67.2 0.5 10.5 13.8 0.0 3.5 4.5 3.5 3.5 4.5 0.0 0.5 1.5 1.0 1.0 1.5 0.0 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 4 0 12 357 3 314 33 1607 78 32 1511 4 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %0 0 2 1 0 3 5 0 3 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 125 0 240 0 165 0 270 200 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 30 30 30 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 32.0 23.0 42.0 13.0 51.0 14.0 52.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 0.5 1.5 0.5 1.5 Minimum Green ( Gmin), s 4 8 4 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 4.0 5.0 4.0 5.0 2.5 7.0 2.5 7.0 Recall Mode Off Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes Yes Yes Yes Walk (Walk), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:02:03 PM 2.3.b Packet Pg. 115 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 82 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period PM Peak Hour PHF 0.95 Urban Street Milwaukee Avenue (US …Analysis Year 2017 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -PMEX.xus Project Description PM Existing Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 4 0 12 357 3 314 33 1607 78 32 1511 4 Signal Information Green Yellow Red 3.0 67.2 0.5 10.5 13.8 0.0 3.5 4.5 3.5 3.5 4.5 0.0 0.5 1.5 1.0 1.0 1.5 0.0 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 4.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 5.0 19.8 20.0 34.8 7.0 73.2 7.0 73.2 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.0 6.0 4.0 6.0 Max Allow Headway ( MAH ), s 5.2 6.4 5.1 6.4 3.5 0.0 3.5 0.0 Queue Clearance Time ( g s ), s 2.3 2.8 14.7 26.0 3.0 2.9 Green Extension Time ( g e ), s 0.0 3.2 0.8 2.8 0.0 0.0 0.0 0.0 Phase Call Probability 0.13 1.00 1.00 1.00 1.00 1.00 Max Out Probability 0.16 0.01 1.00 0.06 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 4 13 376 334 35 1692 82 34 1064 531 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1610 1730 1600 1810 1774 1547 1810 1856 1853 Queue Service Time ( g s ), s 0.3 0.8 12.7 24.0 1.0 16.8 2.1 0.9 14.1 14.2 Cycle Queue Clearance Time ( g c ), s 0.3 0.8 12.7 24.0 1.0 16.8 2.1 0.9 14.1 14.2 Green Ratio ( g/C )0.00 0.11 0.13 0.24 0.58 0.56 0.69 0.58 0.56 0.56 Capacity ( c ), veh/h 8 185 448 384 249 2979 1067 224 2077 1037 Volume-to-Capacity Ratio ( X )0.533 0.068 0.840 0.869 0.140 0.568 0.077 0.150 0.512 0.512 Back of Queue ( Q ), ft/ln ( 95 th percentile)11.9 16.1 260.5 411.8 17.3 212 30.3 16.8 201.3 206.4 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.5 0.6 10.3 16.3 0.7 8.3 1.2 0.7 7.9 8.3 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.10 0.00 1.09 0.00 0.10 0.00 0.11 0.08 0.00 0.00 Uniform Delay ( d 1 ), s/veh 59.6 47.4 51.0 43.8 11.5 8.8 6.1 12.2 8.5 8.6 Incremental Delay ( d 2 ), s/veh 61.8 0.3 10.8 13.6 0.2 0.8 0.1 0.2 0.9 1.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 121.4 47.7 61.9 57.4 11.7 9.6 6.3 12.4 9.4 10.4 Level of Service (LOS)F D E E B A A B A B Approach Delay, s/veh / LOS 66.1 E 59.8 E 9.5 A 9.8 A Intersection Delay, s/veh / LOS 18.4 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 3.4 C 3.3 C 2.4 B 2.3 B Bicycle LOS Score / LOS 0.5 A 1.7 B 1.5 A 1.4 A Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:02:03 PM 2.3.b Packet Pg. 116 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 83 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period PM Peak Hour PHF 0.95 Urban Street Milwaukee Avenue (US …Analysis Year 2017 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -PMEX.xus Project Description PM Existing Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 4 0 12 357 3 314 33 1607 78 32 1511 4 Signal Information Green Yellow Red 3.0 67.2 0.5 10.5 13.8 0.0 3.5 4.5 3.5 3.5 4.5 0.0 0.5 1.5 1.0 1.0 1.5 0.0 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)1.000 1.000 1.000 0.984 0.992 1.000 1.000 0.977 0.961 1.000 0.977 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)1.000 1.000 1.000 0.971 1.000 1.000 1.000 0.908 1.000 1.000 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.847 0.847 0.849 0.849 0.000 0.847 0.999 0.999 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 1810 0 1610 3459 15 1585 1810 5321 1547 1810 5549 15 Proportion of Vehicles Arriving on Green (P)0.00 0.00 0.11 0.13 0.24 0.24 0.03 0.75 0.56 0.03 0.75 0.56 Incremental Delay Factor (k)0.15 0.23 0.30 0.27 0.08 0.50 0.50 0.08 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.0 6.0 4.0 6.0 Green Ratio (g/C)0.00 0.11 0.13 0.24 0.58 0.56 0.58 0.56 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 0 324 0 295 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 0.0 67.2 0.0 67.2 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 53.0 0.0 48.4 0.0 Permitted Queue Service Time (gps), s 1.7 2.4 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1547 Protected Right Effective Green Time (gR), s 15.5 Multimodal EB WB NB SB Pedestrian Fw / Fv 2.644 0.00 2.545 0.00 1.710 0.00 1.557 0.00 Pedestrian Fs / Fdelay 0.000 0.154 0.000 0.142 0.000 0.098 0.000 0.098 Pedestrian Mcorner / Mcw Bicycle cb / db 229.84 47.00 479.86 34.66 1119.74 11.62 1119.45 11.63 Bicycle Fw / Fv -3.64 0.03 -3.64 1.17 -3.64 0.99 -3.64 0.90 Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:02:03 PM 2.3.b Packet Pg. 117 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 84 ---Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds 1.0. ---Comments --- Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:02:03 PM 2.3.b Packet Pg. 118 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 85 HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period AM Peak Hour PHF 0.94 Urban Street Milwaukee Avenue (US …Analysis Year 2023 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -AMPR.xus Project Description AM Projected Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 9 4 25 153 2 45 5 1278 204 143 1469 3 Signal Information Green Yellow Red 3.0 2.7 78.4 1.1 2.2 7.6 3.5 0.0 4.5 3.5 3.5 4.5 0.5 0.0 1.5 1.0 1.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 9 4 25 153 2 45 5 1278 204 143 1469 3 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %0 4 6 17 20 7 3 5 5 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 125 0 240 0 165 0 270 200 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 30 30 30 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 42.0 13.0 42.0 13.0 52.0 13.0 52.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 0.5 1.5 0.5 1.5 Minimum Green ( Gmin), s 4 8 4 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 4.0 5.0 4.0 5.0 2.5 7.0 2.5 7.0 Recall Mode Off Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes Yes Yes Yes Walk (Walk), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:11:15 PM 2.3.b Packet Pg. 119 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 86 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period AM Peak Hour PHF 0.94 Urban Street Milwaukee Avenue (US …Analysis Year 2023 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -AMPR.xus Project Description AM Projected Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 9 4 25 153 2 45 5 1278 204 143 1469 3 Signal Information Green Yellow Red 3.0 2.7 78.4 1.1 2.2 7.6 3.5 0.0 4.5 3.5 3.5 4.5 0.5 0.0 1.5 1.0 1.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 4.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 5.6 13.6 12.3 20.3 7.0 84.4 9.7 87.1 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.0 6.0 4.0 6.0 Max Allow Headway ( MAH ), s 5.2 6.3 5.1 6.3 3.5 0.0 3.5 0.0 Queue Clearance Time ( g s ), s 2.6 4.2 7.7 5.9 2.1 5.4 Green Extension Time ( g e ), s 0.0 0.6 0.1 0.6 0.0 0.0 0.4 0.0 Phase Call Probability 0.27 0.95 1.00 1.00 1.00 1.00 Max Out Probability 0.35 0.00 1.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 10 31 163 50 5 1360 217 152 1044 522 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1593 1675 1406 1527 1717 1572 1739 1826 1824 Queue Service Time ( g s ), s 0.6 2.2 5.7 3.9 0.1 6.3 5.4 3.4 5.5 5.5 Cycle Queue Clearance Time ( g c ), s 0.6 2.2 5.7 3.9 0.1 6.3 5.4 3.4 5.5 5.5 Green Ratio ( g/C )0.01 0.06 0.06 0.12 0.68 0.65 0.72 0.71 0.68 0.68 Capacity ( c ), veh/h 16 101 217 167 271 3366 1129 378 2469 1233 Volume-to-Capacity Ratio ( X )0.581 0.305 0.752 0.299 0.020 0.404 0.192 0.403 0.423 0.423 Back of Queue ( Q ), ft/ln ( 95 th percentile)21.1 46.4 132.3 75.2 2.1 78 75.5 52.4 69.1 75.6 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.8 1.8 5.0 2.6 0.1 3.0 2.9 2.0 2.7 3.0 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.17 0.00 0.55 0.00 0.01 0.00 0.28 0.26 0.00 0.00 Uniform Delay ( d 1 ), s/veh 59.2 53.7 55.2 48.3 6.3 3.1 5.5 6.0 2.2 2.2 Incremental Delay ( d 2 ), s/veh 38.6 3.6 12.8 2.1 0.0 0.4 0.4 0.5 0.5 1.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 97.9 57.3 67.9 50.4 6.3 3.4 5.9 6.5 2.7 3.3 Level of Service (LOS)F E E D A A A A A A Approach Delay, s/veh / LOS 66.9 E 63.8 E 3.8 A 3.2 A Intersection Delay, s/veh / LOS 7.8 A Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 3.4 C 3.3 C 2.4 B 2.2 B Bicycle LOS Score / LOS 0.6 A 0.8 A 1.4 A 1.4 A Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:11:15 PM 2.3.b Packet Pg. 120 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 87 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period AM Peak Hour PHF 0.94 Urban Street Milwaukee Avenue (US …Analysis Year 2023 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -AMPR.xus Project Description AM Projected Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 9 4 25 153 2 45 5 1278 204 143 1469 3 Signal Information Green Yellow Red 3.0 2.7 78.4 1.1 2.2 7.6 3.5 0.0 4.5 3.5 3.5 4.5 0.5 0.0 1.5 1.0 1.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)1.000 0.969 1.000 0.953 0.867 1.000 0.844 0.945 0.977 0.961 0.961 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)1.000 1.000 1.000 0.971 1.000 1.000 1.000 0.908 1.000 1.000 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.866 0.866 0.853 0.853 0.000 0.847 0.999 0.999 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 1810 220 1374 3350 60 1346 1527 5151 1572 1739 5465 11 Proportion of Vehicles Arriving on Green (P)0.01 0.06 0.06 0.06 0.12 0.12 0.03 0.87 0.65 0.05 0.90 0.68 Incremental Delay Factor (k)0.15 0.23 0.28 0.23 0.08 0.50 0.50 0.08 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.0 6.0 4.0 6.0 Green Ratio (g/C)0.01 0.06 0.06 0.12 0.68 0.65 0.71 0.68 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 0 282 0 391 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 0.0 78.4 0.0 79.1 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 73.6 0.0 72.1 0.0 Permitted Queue Service Time (gps), s 0.1 4.5 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1572 Protected Right Effective Green Time (gR), s 7.8 Multimodal EB WB NB SB Pedestrian Fw / Fv 2.644 0.00 2.545 0.00 1.710 0.00 1.557 0.00 Pedestrian Fs / Fdelay 0.000 0.159 0.000 0.154 0.000 0.079 0.000 0.074 Pedestrian Mcorner / Mcw Bicycle cb / db 126.80 52.63 237.88 46.58 1306.89 7.21 1352.23 6.29 Bicycle Fw / Fv -3.64 0.07 -3.64 0.35 -3.64 0.87 -3.64 0.94 Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:11:15 PM 2.3.b Packet Pg. 121 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 88 ---Messages --- No errors or warnings exist. ---Comments --- Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:11:15 PM 2.3.b Packet Pg. 122 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 89 HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period PM Peak Hour PHF 0.95 Urban Street Milwaukee Avenue (US …Analysis Year 2023 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -PMPR.xus Project Description PM Projected Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 4 2 12 391 5 319 33 1712 78 66 1582 4 Signal Information Green Yellow Red 3.0 1.1 65.5 0.5 11.6 13.3 3.5 0.0 4.5 3.5 3.5 4.5 0.5 0.0 1.5 1.0 1.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 4 2 12 391 5 319 33 1712 78 66 1582 4 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %0 0 2 1 0 3 5 0 3 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 125 0 240 0 165 0 270 200 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 30 30 30 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 32.0 23.0 42.0 13.0 51.0 14.0 52.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 0.5 1.5 0.5 1.5 Minimum Green ( Gmin), s 4 8 4 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 4.0 5.0 4.0 5.0 2.5 7.0 2.5 7.0 Recall Mode Off Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes Yes Yes Yes Walk (Walk), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:06:13 PM 2.3.b Packet Pg. 123 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 90 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period PM Peak Hour PHF 0.95 Urban Street Milwaukee Avenue (US …Analysis Year 2023 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -PMPR.xus Project Description PM Projected Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 4 2 12 391 5 319 33 1712 78 66 1582 4 Signal Information Green Yellow Red 3.0 1.1 65.5 0.5 11.6 13.3 3.5 0.0 4.5 3.5 3.5 4.5 0.5 0.0 1.5 1.0 1.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 4.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 5.0 19.3 21.1 35.3 7.0 71.5 8.1 72.6 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.0 6.0 4.0 6.0 Max Allow Headway ( MAH ), s 5.2 6.3 5.1 6.3 3.5 0.0 3.5 0.0 Queue Clearance Time ( g s ), s 2.3 3.0 16.0 26.5 3.0 4.0 Green Extension Time ( g e ), s 0.0 3.2 0.6 2.8 0.0 0.0 0.1 0.0 Phase Call Probability 0.13 1.00 1.00 1.00 1.00 1.00 Max Out Probability 0.16 0.01 1.00 0.07 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 4 15 412 341 35 1802 82 69 1113 556 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1646 1730 1601 1810 1774 1547 1810 1856 1853 Queue Service Time ( g s ), s 0.3 1.0 14.0 24.5 1.0 20.2 2.1 2.0 15.6 15.7 Cycle Queue Clearance Time ( g c ), s 0.3 1.0 14.0 24.5 1.0 20.2 2.1 2.0 15.6 15.7 Green Ratio ( g/C )0.00 0.11 0.14 0.24 0.57 0.55 0.68 0.58 0.55 0.55 Capacity ( c ), veh/h 8 182 478 392 229 2905 1059 222 2059 1028 Volume-to-Capacity Ratio ( X )0.533 0.081 0.860 0.871 0.152 0.620 0.078 0.312 0.541 0.541 Back of Queue ( Q ), ft/ln ( 95 th percentile)11.9 19 285 419.4 18 242.4 31 36.1 215.9 221.4 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.5 0.8 11.2 16.6 0.7 9.5 1.2 1.4 8.4 8.9 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.10 0.00 1.19 0.00 0.11 0.00 0.11 0.18 0.00 0.00 Uniform Delay ( d 1 ), s/veh 59.6 47.9 50.6 43.5 12.5 10.2 6.3 13.3 9.0 9.0 Incremental Delay ( d 2 ), s/veh 61.8 0.4 13.1 13.8 0.2 1.0 0.1 0.6 1.0 2.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 121.4 48.3 63.7 57.3 12.8 11.2 6.5 13.9 10.0 11.1 Level of Service (LOS)F D E E B B A B B B Approach Delay, s/veh / LOS 64.5 E 60.8 E 11.0 B 10.5 B Intersection Delay, s/veh / LOS 19.5 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 3.4 C 3.3 C 2.4 B 2.3 B Bicycle LOS Score / LOS 0.5 A 1.7 B 1.5 B 1.4 A Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:06:13 PM 2.3.b Packet Pg. 124 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 91 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA, Inc.Duration, h 0.25 Analyst BSM Analysis Date Aug 28, 2017 Area Type Other Jurisdiction IDOT Time Period PM Peak Hour PHF 0.95 Urban Street Milwaukee Avenue (US …Analysis Year 2023 Analysis Period 1> 7:00 Intersection Milwaukee Avenue with …File Name Milwaukee with Riverwalk -PMPR.xus Project Description PM Projected Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 4 2 12 391 5 319 33 1712 78 66 1582 4 Signal Information Green Yellow Red 3.0 1.1 65.5 0.5 11.6 13.3 3.5 0.0 4.5 3.5 3.5 4.5 0.5 0.0 1.5 1.0 1.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)1.000 1.000 1.000 0.984 0.992 1.000 1.000 0.977 0.961 1.000 0.977 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)1.000 1.000 1.000 0.971 1.000 1.000 1.000 0.908 1.000 1.000 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.866 0.866 0.849 0.849 0.000 0.847 0.999 0.999 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 1810 235 1411 3459 25 1577 1810 5321 1547 1810 5550 14 Proportion of Vehicles Arriving on Green (P)0.00 0.11 0.11 0.14 0.24 0.24 0.03 0.73 0.55 0.03 0.74 0.55 Incremental Delay Factor (k)0.15 0.23 0.34 0.27 0.08 0.50 0.50 0.08 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.0 6.0 4.0 6.0 Green Ratio (g/C)0.00 0.11 0.14 0.24 0.57 0.55 0.58 0.55 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 0 302 0 265 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 0.0 65.5 0.0 65.5 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 48.9 0.0 45.3 0.0 Permitted Queue Service Time (gps), s 2.2 7.2 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1547 Protected Right Effective Green Time (gR), s 16.6 Multimodal EB WB NB SB Pedestrian Fw / Fv 2.644 0.00 2.545 0.00 1.710 0.00 1.557 0.00 Pedestrian Fs / Fdelay 0.000 0.155 0.000 0.142 0.000 0.101 0.000 0.099 Pedestrian Mcorner / Mcw Bicycle cb / db 221.15 47.46 488.97 34.25 1091.89 12.37 1109.82 11.89 Bicycle Fw / Fv -3.64 0.03 -3.64 1.24 -3.64 1.06 -3.64 0.96 Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:06:13 PM 2.3.b Packet Pg. 125 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 92 ---Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds 1.0. ---Comments --- Copyright © 2017 University of Florida, All Rights Reserved.HCS7™ Streets Version 7.1 Generated: 8/28/2017 5:06:13 PM 2.3.b Packet Pg. 126 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 93 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst BSM Intersection Riverwalk with Access Agency/Co.KLOA, Inc.Jurisdiction IDOT Date Performed 8/28/2017 East/West Street Riverwalk Drive Analysis Year 2017 North/South Street Full Access Drive Time Analyzed AM Peak Hour Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description 17-169 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 1 Configuration LTR LTR LTR LT R Volume, V (veh/h)9 303 0 0 129 1 0 0 0 0 0 38 Percent Heavy Vehicles (%)0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)9 0 0 0 40 Capacity, c (veh/h)1460 1253 0 0 918 v/c Ratio 0.01 0.00 0.04 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.1 Control Delay (s/veh)7.5 7.9 5.0 5.0 9.1 Level of Service, LOS A A A A A Approach Delay (s/veh)0.3 0.0 5.0 9.1 Approach LOS A A Copyright © 2017 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.1 Generated: 8/29/2017 2:26:33 PM Riverwalk with Full Access - AMEX.xtw 2.3.b Packet Pg. 127 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 94 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst BSM Intersection Riverwalk with Access Agency/Co.KLOA, Inc.Jurisdiction IDOT Date Performed 8/28/2017 East/West Street Riverwalk Drive Analysis Year 2017 North/South Street Full Access Drive Time Analyzed PM Peak Hour Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description 17-169 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 1 Configuration LTR LTR LTR LT R Volume, V (veh/h)40 67 0 0 651 4 0 0 0 0 0 23 Percent Heavy Vehicles (%)0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)42 0 0 0 24 Capacity, c (veh/h)915 1542 0 0 450 v/c Ratio 0.05 0.00 0.05 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.2 Control Delay (s/veh)9.1 7.3 5.0 5.0 13.4 Level of Service, LOS A A A A B Approach Delay (s/veh)3.7 0.0 5.0 13.4 Approach LOS A B Copyright © 2017 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.1 Generated: 8/29/2017 2:25:43 PM Riverwalk with Full Access - PMEX.xtw 2.3.b Packet Pg. 128 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 95 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst BSM Intersection Riverwalk with Access Agency/Co.KLOA, Inc.Jurisdiction IDOT Date Performed 8/28/2017 East/West Street Riverwalk Drive Analysis Year 2023 North/South Street Full Access Drive Time Analyzed AM Peak Hour Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description 17-169 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 1 Configuration LTR LTR LTR LT R Volume, V (veh/h)9 299 33 3 127 1 35 0 5 0 0 38 Percent Heavy Vehicles (%)0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)9 3 42 0 40 Capacity, c (veh/h)1462 1220 473 0 920 v/c Ratio 0.01 0.00 0.09 0.04 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.3 0.1 Control Delay (s/veh)7.5 8.0 13.4 5.0 9.1 Level of Service, LOS A A B A A Approach Delay (s/veh)0.2 0.2 13.4 9.1 Approach LOS B A Copyright © 2017 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.1 Generated: 8/29/2017 12:35:18 PM Riverwalk with Full Access - AMPR.xtw 2.3.b Packet Pg. 129 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 96 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst BSM Intersection Riverwalk with Access Agency/Co.KLOA, Inc.Jurisdiction IDOT Date Performed 8/28/2017 East/West Street Riverwalk Drive Analysis Year 2023 North/South Street Full Access Drive Time Analyzed PM Peak Hour Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description 17-169 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 1 Configuration LTR LTR LTR LT R Volume, V (veh/h)40 66 37 10 643 4 49 0 3 0 0 23 Percent Heavy Vehicles (%)0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)42 11 55 0 24 Capacity, c (veh/h)921 1495 252 0 455 v/c Ratio 0.05 0.01 0.22 0.05 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.8 0.2 Control Delay (s/veh)9.1 7.4 23.2 5.0 13.3 Level of Service, LOS A A C A B Approach Delay (s/veh)2.9 0.2 23.2 13.3 Approach LOS C B Copyright © 2017 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.1 Generated: 8/29/2017 12:37:43 PM Riverwalk with Full Access - PMPR.xtw 2.3.b Packet Pg. 130 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 97 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst BSM Intersection Milwaukee with RIRO Agency/Co.KLOA, Inc.Jurisdiction IDOT Date Performed 8/28/2017 East/West Street Right-In/Right-Out Access Analysis Year 2023 North/South Street Milwaukee Avenue Time Analyzed AM Peak Hour Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 17-169 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 1 0 0 3 1 0 0 0 0 Configuration R T R Volume, V (veh/h)21 1466 25 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 Critical Headway (sec)7.10 Base Follow-Up Headway (sec)3.9 Follow-Up Headway (sec)3.90 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)22 Capacity, c (veh/h)297 v/c Ratio 0.07 95% Queue Length, Q₉₅ (veh)0.2 Control Delay (s/veh)18.1 Level of Service, LOS C Approach Delay (s/veh)18.1 Approach LOS C Copyright © 2017 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.1 Generated: 8/28/2017 5:14:02 PM Milwaukee with RIRO - AMPR.xtw 2.3.b Packet Pg. 131 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 98 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst BSM Intersection Milwaukee with RIRO Agency/Co.KLOA, Inc.Jurisdiction IDOT Date Performed 8/28/2017 East/West Street Right-In/Right-Out Access Analysis Year 2023 North/South Street Milwaukee Avenue Time Analyzed PM Peak Hour Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 17-169 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 1 0 0 3 1 0 0 0 0 Configuration R T R Volume, V (veh/h)29 1794 34 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 Critical Headway (sec)7.10 Base Follow-Up Headway (sec)3.9 Follow-Up Headway (sec)3.90 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)31 Capacity, c (veh/h)229 v/c Ratio 0.14 95% Queue Length, Q₉₅ (veh)0.5 Control Delay (s/veh)23.2 Level of Service, LOS C Approach Delay (s/veh)23.2 Approach LOS C Copyright © 2017 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.1 Generated: 8/28/2017 5:15:32 PM Milwaukee with RIRO - PMPR.xtw 2.3.b Packet Pg. 132 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 99 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U C K T U R N E X H I B I T - P A S S E N G E R C A R VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S SI T E D I M E N S I O N A L A N D P A V I N G P L A N 3 5 Ju l y 1 7 , 2 0 1 8 - 1 4 : 1 0 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ E x h i b i t s E n g \ T r u c k T u r n E x h i b i t s \ 0 3 - S I T E . d w g U p d a t e d B y : SS t e v e n s 2.3.b Packet Pg. 133 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 100 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U C K T U R N E X H I B I T - G A R B A G E T R U C K VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S SI T E D I M E N S I O N A L A N D P A V I N G P L A N 2 5 Ju l y 1 7 , 2 0 1 8 - 1 4 : 1 0 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ E x h i b i t s E n g \ T r u c k T u r n E x h i b i t s \ 0 3 - S I T E . d w g U p d a t e d B y : SS t e v e n s 2.3.b Packet Pg. 134 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 101 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U C K T U R N E X H I B I T - F U E L T R U C K VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S SI T E D I M E N S I O N A L A N D P A V I N G P L A N 1 5 Ju l y 1 7 , 2 0 1 8 - 1 4 : 1 0 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ E x h i b i t s E n g \ T r u c k T u r n E x h i b i t s \ 0 3 - S I T E . d w g U p d a t e d B y : SS t e v e n s 2.3.b Packet Pg. 135 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 102 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U C K T U R N E X H I B I T - C U S T O M T R U C K VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S SI T E D I M E N S I O N A L A N D P A V I N G P L A N 5 5 Ju l y 1 7 , 2 0 1 8 - 1 4 : 1 0 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ E x h i b i t s E n g \ T r u c k T u r n E x h i b i t s \ 0 3 - S I T E . d w g U p d a t e d B y : SS t e v e n s 2.3.b Packet Pg. 136 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 103 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM PR O P O S E D G A S S T A T I O N VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S EX I S T I N G I M P E R V I O U S A R E A E X H I B I T 1 1 Ju l y 1 2 , 2 0 1 8 - 1 6 : 3 4 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ E x h i b i t s E n g \ E x i s t i n g I m p e r v i o u s A r e a E x h i b i t . d w g U p d a t e d B y : AJ o h n s o n 2.3.b Packet Pg. 137 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 104 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.: DA T E RE V I S I O N S DR A W N B Y TM TR U E N O R T H VI L L A G E O F B U F F A L O G R O V E , I L L I N O I S PR O P O S E D I M P E R V I O U S A R E A E X H I B I T 1 1 Au g u s t 3 , 2 0 1 8 - 1 0 : 4 8 D w g N a m e : P: \ T e r b g i l 0 1 \ d w g \ E n g \ F i n a l D r a w i n g s \ E x h i b i t s E n g \ P r o p o s e d I m p e r v i o u s A r e a E x h i b i t - J R M 0 7 - 1 1 - 1 8 . d w g U p d a t e d B y : AJ o h n s o n 2.3.b Packet Pg. 138 At t a c h m e n t : P l a n S e t ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 139 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 140 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 141 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 142 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 143 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 144 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 145 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 146 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 147 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 148 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) 2.3.c Packet Pg. 149 At t a c h m e n t : O r d i n a n c e 2 0 0 6 - 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e A v e n u e ) Regular Meeting Other Matters for Discussion 2. Workshop- Proposed Shell Gas Station at 185 N Milwaukee (Trustee Ottenheimer) (Staff Contact: Chris Stilling) Mr. Ryan Howard, True North Energy, LLC, Mr. Mark Lyden, True North Energy, LLC and Andrew Johnson, Manhard Consulting, were present and sworn in. Mr. Howard reviewed the background history of True North Energy, LLC. Mr. Lyden reviewed the site layout and renderings. They are proposing a 3,500 square foot store with six (6) dispensers, which would be twelve (12) pumps. There will be two (2) entrance accesses; one (1) off Milwaukee Avenue and one (1) off Riverwalk Drive. The entrance on Milwaukee will be a right in/right out only. They will use all natural building materials including brick and limestone on the building. The roof would be asphalt shingles. There would be a small True North ID sign on the front of the building and two (2) Shell logo signs on the canopy. The canopy columns would be brick as well as the enclosure at the back of the building that would screen the trash dumpster and mechanical units. Mr. Johnson added that the proposed facility will actually decrease the amount of impervious surface on the property from what exists now. They will be seeking setback variations. He also reviewed the access points off Milwaukee Avenue and Riverwalk Drive. Com. Moodhe asked Mr. Johnson if the proposed site plan was developed to specifically align the Riverwalk Drive access point with the Speedway access point. Mr. Johnson responded yes. Com. Moodhe also asked about the anticipated revenue to be generated from this facility. Mr. Lyden advised that they are taking steps to ensure that revenue projections are accurate once completed. He also explained why they are attracted to this site. There are no fueling stations south of Lake Cook Road on Milwaukee Avenue. Also, there are not a lot of premium brand fuels to choose from along the Milwaukee Avenue corridor. He believes that the facility will capture tax revenue for the Village. Com. Moodhe asked staff if there are any drainage issues at this site. Mr. Sheehan advised that there are no drainage issues. Mr. Stilling added that the site is located above the floodplain. Com. Moodhe asked about the underground fuel tanks. Mr. Lyden explained that there will be two (2) double-walled tanks that will hold up to 15,000 gallons each and will be continuously monitored. Com. Khan asked about the Milwaukee Avenue access and if it will be a right in/right out only. Mr. Johnson explained that is the intent. Com. Khan asked if Mr. 2.3.d Packet Pg. 150 At t a c h m e n t : P Z C M i n u t e s f r o m 1 0 . 4 . 1 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e Johnson has approached IDOT yet. Mr. Johnson explained that he has but has not yet heard back from IDOT. Com. Khan understands that the site is 0.9 acres and asked how the drainage will be addressed. Mr. Johnson explained that they would be decreasing the impervious coverage area. Com. Khan confirmed with Mr. Johnson that they would be improving from the existing site conditions. Com. Khan asked staff who controls the water and sewer for this site. Mr. Stilling responded both. The Village controls the water and the Village connects to t he County sewer system. Com. Lesser believes that the site was designed very well and appreciates the attention to detail. He asked what other fueling locations True North Energy controls and operates. Mr. Howard explained that they currently operate locations in Naperville, Downers Grove, Libertyville, West Chicago and Elmhurst. They have been in this market since 2010. They also have many other dealer locations throughout the State and country. Com. Lesser asked if True North Energy, LLC is aware that the new Woodman’s going in at the corner of Deerfield Parkway and Milwaukee Avenue will have a fueling station as well. Mr. Howard responded that they are fully aware. Com. Lesser asked about electric vehicles and if they had given any thought to providing that service. Mr. Howard explained that they anticipate the retail sales to grow in the future and that they will not be installing charging stations at this time. Com. Lesser asked if there will be an air station available. Mr. Howard advised that there will be air available. Com. Moodhe asked about the ground sign. Mr. Howard explained that the ground sign is still being designed and should be available by the next meeting. Com. Moodhe asked Mr. Stilling about the existing cell towers on the site. Mr. Stilling stated that the towers are currently under leases and explained that they would need to remain if the leases have not been renewed since the property was annexed into the Village. The developer is currently reviewing those leases. Com. Moodhe asked Mr. Johnson if there are any safety concerns with regards to the existing towers. Mr. Johnson replied there are no concerns. The existing security fencing will remain around the towers and equipment. Com. Moodhe asked about the use of the space once the towers are removed. Mr. Stilling responded that the leases are valid for about another twenty (20) years. Ch. Cesario asked about the hours of operation. Mr. Howard advised that the facility would be open twenty four (24) hours a day. They need those hours in order to generate the revenue and it is just as safe to stay open twenty four (24) hours then to be closed. The Speedway across the street is open twenty four (24) hours as well. Ch. Cesario confirmed with Mr. Howard that from Lake Cook Road north, currently there is only one (1) fueling station on the east side of Milwaukee Avenue until after Aptakisic Road. This would be the second fueling station on the east side. On the west side, after the Woodman’s fueling station is completed, there would be three (3). 2.3.d Packet Pg. 151 At t a c h m e n t : P Z C M i n u t e s f r o m 1 0 . 4 . 1 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e Ch. Ceasrio confirmed with Mr. Howard that there will be only one (1) ground sign. Mr. Howard added that there is currently an Off-Premises ground sign located near the corner for the Riverwalk development and they are working to integrate that sign into their ground sign. There were no additional questions or comments from the Commissioners. 2.3.d Packet Pg. 152 At t a c h m e n t : P Z C M i n u t e s f r o m 1 0 . 4 . 1 7 ( C o n s i d e r a n A m e n d m e n t t o O r d . 2 0 0 6 - 7 w i t h V a r i a t i o n s f o r a N e w G a s S t a t i o n a t 1 8 5 N M i l w a u k e e 08/15/2018 MINUTES OF THE REGULAR MEETING OF THE PLANNING AND ZONING COMMISSION OF THE VILLAGE OF BUFFALO GROVE HELD IN THE COUNCIL CHAMBERS, 50 RAUPP BOULEVARD, BUFFALO GROVE, ILLINOIS ON WEDNESDAY, AUGUST 15, 2018 Call to Order The meeting was called to order at 7:34 PM by Chairman Frank Cesario Public Hearings/Items For Consideration 1. Consider a Variation to the Sign Code for 3 Replacement Signs at the Courtyards at the Woodlands Development (Trustee Stein) (Staff Contact: Chris Stilling) Maria Besbeas, Association Board President, 29 Willow Parkway, Buffalo Grove, IL 60089, and Beth Black, Property Manager, 2522 Live Oak Lane, Buffalo Grove, IL 60089, were present and sworn in. Ms. Besbeas explained that the Homeowner’s Association is looking to replace two identification signs at Half Day Road and Willow Parkway and add an additional sign at Buffalo Grove Road and Brandywyn Lane. They do not have the amount of space needed to meet the setback requirement for the two signs at Willow Parkway and Half Day Road. The third sign is being requested because the property is separated by the golf course. Ch. Cesario advised that the Petitioner discussed the signs at the previous Planning & Zoning Commission (PZC) meeting and asked if there were any changes made to the proposed signs. Ms. Besbeas advised that there have not been any changes to the proposed signs. Com. Khan asked why the Petitioner is requesting two signs at Half Day Road and Willow Parkway. Ms. Besbeas explained that there is a narrow area between the sidewalk and fencing. If they placed the sign parallel to the roadway, the sign would not be seen. The proposed signs will be angled so traffic coming eastbound would see the sign on the southeast corner and traffic coming westbound would see the sign on the southwest corner. There were two signs at this intersection previously and those signs were angled as well. Com. Khan stated that the Petitioner is also asking for a variance for a six foot high sign that would be twenty-four square feet in area. The Code allows for a thirty-two square foot sign. He asked the Petitioner if they would consider a five foot high sign. Ms. Besbeas responded that they could consider a five foot high sign. However the fence is six feet high and they would like the signs to be visible with the fence and landscaping. Com. Weinstein stated the Petitioner is asking for the signs to be one foot higher but less square feet in area. He asked the Petitioner if each sign would be twenty -four square feet. Ms. Besbeas responded yes. Com. Weinstein asked if the signs would be placed in the same location as the previous signs. Ms. Besbeas explained that the proposed signs would be located further from the sidewalk than the old signs. Com. Weinstein asked the Petitioner to describe the proposed landscaping. Ms. Besbeas described the landscaping as shown on page 15 of the packet. 3.B.1 Packet Pg. 153 Mi n u t e s A c c e p t a n c e : M i n u t e s o f A u g 1 5 , 2 0 1 8 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 08/15/2018 Ch. Cesario confirmed with the Petitioner that the seven previous signs for the development are being replaced with only three signs. Com. Goldspiel stated that in the past, the Village did not allow subdivision identification signs once a development was fully built out. He asked if this property was fully developed. Ms. Besbeas stated that the property is completely built out. There were no additional questions or comments from the Commissioners. There were no questions or comments from the audience. Ch. Cesario entered the Staff Report dated August 15, 2018 as Exhibit 1. The public hearing was closed at 7:47 PM Moved by Com. Weinstein, seconded by Com. Khan, to make a positive recommendation to the Village Board to approve the three new subdivision identification signs, subject to the following conditions: 1. The proposed signs shall be constructed in accordance to the plans attached as part of the petition. 2. The landscape plan shall be revised in a manner acceptable to the Village Forrester. Com. Moodhe believes that reducing the number of signs down to three is reasonable. This development is spread out and identification is needed. Ch. Cesario believes that the signs are not excessive in size and are visually pleasing. He is not as concerned with having two signs at the same intersection. He is supportive of the request. RESULT: RECOMMENDATION TO APPROVE [UNANIMOUS] Next: 9/17/2018 7:30 PM MOVER: Mitchell Weinstein, Commissioner SECONDER: Zill Khan, Commissioner AYES: Moodhe, Cesario, Goldspiel, Khan, Weinstein ABSENT: Matthew Cohn, Scott Lesser, Amy Au 2. Consider a Variation to the RV Regulations, Section 17.36 of the Zoning Ordinance, for the Property at 15 Chevy Chase Drive (Trustee Ottenheimer) (Staff Contact: Chris Stilling) Sue Wiebe, 15 Chevy Chase Drive, Buffalo Grove IL 60089 and Rochelle Stein, 17 Chevy Chase Drive, Buffalo Grove, IL 60089, were present and sworn in. Ms. Wiebe explained that she is requesting a variation to allow her to keep her boat parked on her driveway. Ms. Wiebe advised she has a packet for the Commissioners which includes photographs and letters from her neighbors. Her situat ion is unique. She 3.B.1 Packet Pg. 154 Mi n u t e s A c c e p t a n c e : M i n u t e s o f A u g 1 5 , 2 0 1 8 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 08/15/2018 did not purchase her home in Buffalo Grove. Her property was annexed into the Village. When she purchased her home, these regulations were not in place. She does not have the side yard acreage to store the boat next to her house. The boa t is not at the front of the driveway but along the side of the that her husband had built out for the boat. They have had a boat of some sort there for the past thirty years. The area is off to the side and slopes down and is naturally hidden. They have a dded landscaping to help hide the boat. Her situation is also unique since she does not have residential properties across the street from her house. The boat is pretty much hidden from view except from one neighbor’s house, Rochelle’s house. Ms. Wiebe dis tributed a packet to the Commissioners, which includes photographs and letters from her neighbors. Ms. Wiebe described the photographs in the packet. A couple years ago she did plant a row of lilac bushes, so going west on Chevy Chase Drive you do not even see the boat. You can see the boat going east from 17 Chevy Chase Drive. The bushes really hide the boat and blends in very well. She reviewed the statements from her neighbors that are included in the packet, except for her neighbor at 17 Chevy Chase Drive, who is present. She has spoken with her other neighbors and those neighbors did not have any issues. She has lived here for thirty years and has not had a single complaint. Com. Goldspiel believes what was done here was what the Village was hoping for with the Ordinance. It’s nicely screened. It is a relatively small boat. He believes it works. Com. Khan stated he has been on the PZC for almost twenty years. This subject has come up off and on. The Village Board had asked staff to research the surrounding communities. Staff then presented the draft regulations to the PZC. After a few modifications, the PZC made a recommendation to the Village Board, who then approved the regulations by Ordinance. He has lived in the Village for twenty -four years and has a neighbor who has a boat. During the course of a year, he only sees the boat for several hours for cleaning and then his neighbor takes it somewhere. Sometimes he parks it in the garage, sometimes he takes it to the marina and sometimes he stores it nearby. Com. Khan cited the second “Whereas” clause of the Ordinance, which states in part, “the Village has received several complaints from residents concerned that the Village’s parking regulations for recreational vehicles (“RV”) are too permissive;” This Ordinance is very new. He has been in a dilemma since he read the request. This is the first request coming before the PZC. Ordinances are passed to be followed. If the PZC establishes a precedent, then the Village is back to square one. He is still think ing through the request and will withhold his comments until he hears from the other Commissioners. Ch. Cesario stated that he attended the Village Board meeting that ultimately passed the Ordinance. The verbiage that was used by the Village Trustees at t hat meeting was that this is new. They wanted the PZC to be gentle and to take care of where the Ordinance does and does not work. He believes Com. Khan raises a valid point concerning precedent. The PZC grants variances when the circumstance is such that it is different from the intention of the law. He believes that this request is the poster child of the intent. It is not the eyesore condition that is the intention of the ordnance. He appreciates that the Petitioner spoke to her neighbors before coming before the PZC. He believes the landscaping and other elements for a boat that does not come close to the sidewalk and moves regularly is the poster child of warranting a variance. Com. Weinstein cited the three criteria standards that are to be met in order for the PZC to grant a variance. The first is not applicable in this request. The two standards that must be met concerning this request is that the plight of the owner is due to unique circumstances and the variation will not alter the essential character of the neighborhood. He has heard testimony that addresses the third but not the second. He asked the 3.B.1 Packet Pg. 155 Mi n u t e s A c c e p t a n c e : M i n u t e s o f A u g 1 5 , 2 0 1 8 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 08/15/2018 Petitioner to explain the unique circumstances. Ms. Wiebe explained that she looked at trying to place the boat on the side of her house in order to comply with the Ordinance. However, she does not have the room due to the shape of her lot. She did not move into Buffalo Grove, her property was annexed. She has no desire to decrease someone else’s property value. If any of her neighbors had told her that they did not like the boat, she would have taken that seriously. She does not have any neighbors across the street from her house. The boat is properly dressed, it’s not collecting water and it is something that she uses. When driving around and seeing other boats, she realizes that her boat is small and is housed in an inconspicuous place. Com. Weinstein asked about the neighbors. Ms. Wiebe responded that she did not get a chance to speak with one neighbor further down the street and one house is vacant. Com. Weinstein confirmed that the Petitioner has not received any negative feedback from the neighbors she has spoken to. Ms. Wiebe stated that is correct. Com. Weinstein asked staff is any inquiries have been received. Mr. Stilling responded no. Com. Moodhe stated that he looked at the property. The property sneaks up on you before you realize the boat is there. He suggested the Petitioner use a green or brown cover for the boat to help it blend in. Ms. Wiebe agreed that it would. Blue was the color they had available when she purchased the cover. Com. Khan asked if the Petitioner has ever considered parking the boat and trailer in the garage. Ms. Wiebe responded that the boat and trailer are too long for the garage. The depth of the garage is not enough, the height is okay but the trailer is too long. Com. Khan stated that he is aware of a storage location on Campus Drive in Arlington Heights and asked if the issue was finding a place to store the boat off site. Ms. Wiebe responded that she does not know where Campus Drive is located. Sometimes she comes back late with the boat and such off site storage is inconvenient. In addition, it would be a significant added expense to her to store the boat off-site. Com. Weinstein asked staff if the variance is approved, would it run with the land. Mr. Stilling advised that it would be for the property, based off the exhibits submitted as part of the petition. A condition can be added and worded in a way to limit the size and length of the boat and trailer. Com. Weinstein is concerned about future recreational vehicles on this property if approved. Com. Moodhe asked staff if the variance would run with the land. Mr. Stilling responded that it could run with the land. Com. Moodhe asked Mr. Stilling if the variance can be conditioned to not be transferrable or become moot if the Petitioner gets a different boat. Mr. Stilling advised that the variance can be conditioned to be limited to the Petitioner for the long-term storage of the boat and if the recreational vehicle changes the Petitioner would need to come back to the PZC. Com. Moodhe asked if it can be handled similar to child daycare homes and that are re-reviewed every couple of years. Mr. Stilling recalls that during the development of the regulations, everyone wanted these variation requests to be reviewed on a case-by-case basis. He recommended to the Commissioners exercising caution so as to not have too many conditions. Com. Goldspiel asked the Petitioner to describe the boat and trailer. Ms. Wiebe explained that the boat is an outboard speed boat that is seventeen feet long without the motor placed on a twenty-four foot long trailer. Com. Goldspiel asked how often the boat is taken out. Ms. Wiebe explained that she has not taken the boat out yet this season but will have it out next weekend and in September. It depends on her schedule. Com. Goldspiel asked if the size of the boat and trailer should be noted in the motion. Mr. 3.B.1 Packet Pg. 156 Mi n u t e s A c c e p t a n c e : M i n u t e s o f A u g 1 5 , 2 0 1 8 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 08/15/2018 Stilling advised that since this is the first RV variation request, the PZC should make some solid findings that are specific to this request. Other RV variation requests may be for different parts of the regulations. Com. Moodhe believes that there are unique circumstances as the subdivision was completely built out when the property was annexed into the Village. The Petitioner has stated that they cannot locate the boat and trailer in the rear or side yard due to the size of the side yards and no access to the rear. The boat is already screened as the regulations require. The Petitioner had already spoken to the neighbors and has provided their statements. Com. Goldspiel suggested some possible findings in that the boat fits entirely on a solid surface, does not infringe on the sidewalk, it is screened and that it is not visually disruptive to the neighborhood. Ch. Cesario suggested that the findings include that the boat also moves regularly. Mr. Stilling recommended citing the unique circumstance specific to this property and this petition. There were no additional questions or comments from the Commissioners. Ch. Cesario entered the Staff Report dated August 15, 2018 as Exhibit 1 and the packet submitted by the Petitioner as Exhibit 2. Ms. Stein stated that she has lived just to the west of the Petitioner for over thirty years. There has always been a boat on their driveway. This is not a large boat, it is concealed, it is covered, it is maintained, it is not touching the sidewalk, it is used and no one can really see it. The neighbors have never complained about it. She has seen other recreational vehicles in neighborhoods that are enormous boats and big RV’s that are hideous. The boat and trailer are not noticeable. She does not have any issues with allowing the boat and trailer to be stored in the driveway. There were no additional questions or comments from the audience. The public hearing was closed at 8:23 PM. Moved by Com. Weinstein, seconded by Com. Moodhe, to grant the variation to the RV regulations, Section 17.36.030 of the Zoning Ordinance for the property at 15 Chevy Chase Drive, subject to the following conditions: 1. The variation applies to a boat and trailer that has a size and shape reasonably consistent with the boat and trailer presented in the materials. 2. The variation does not run with the land. 3.B.1 Packet Pg. 157 Mi n u t e s A c c e p t a n c e : M i n u t e s o f A u g 1 5 , 2 0 1 8 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 08/15/2018 Com. Weinstein stated that he added the condition of the variation not running with the land despite what Mr. Stilling had requested of the PZC. This is brand new. He does not know who the next petitioner will be and does not know how those neighbors are going to react. He does not know what the next boat will be like even with the language about being reasonably consistent. Let the next resident come before the PZC with their own request. That is he reasoning behind the conditions added. There is no precedent so the PZC is working from scratch. Based on the testimony that he has heard and considered, the boat has good screening and is not readily visible. The homeowner has no access to side yards. The neighbors have come out in support of the request. This was a subdivision that was annexed with different building standards making this a unique situation. With these circumstances and the stated conditions, he believes that the petition should be granted. Mr. Stilling recommended that the motion reflect that the variation is for the storage of the boat and trailer outside the timeframe only and not for any other of the regulations. Ch. Cesario stated that this is the first variation request under the new regulations. He thought to himself, what is the standard? The things move, unlike changes to a home or changes to a structure. These things inherently get replaced and moved and even landscaping changes over time. So what should be used as a benchmark? This request is all of those things. This is the true poster child of what the PZC should be granting a variation for. It is a challenge as the PZC struggled a little with the language. He likes the conditions added by Com. Weinstein, they cleanly communicate those concerns. This should be the standard. A variance is being granted for this kind of RV in this type of circumstance. He is supportive of the request. Com. Moodhe would like to see any future variations be granted just for that particular vehicle and not be transferrable with the property. Fences and additions are fixed objects. This is a movable object. He believes that setting that particular precedent right now is something to look back on and that this is not something that should transfer with the property. This case is unique and he believes this does fit into the variation aspect of the Ordinance. RESULT: APPROVED [4 TO 1] MOVER: Mitchell Weinstein, Commissioner SECONDER: Adam Moodhe, Commissioner AYES: Adam Moodhe, Frank Cesario, Stephen Goldspiel, Mitchell Weinstein NAYS: Zill Khan ABSENT: Matthew Cohn, Scott Lesser, Amy Au Regular Meeting Other Matters for Discussion None. Approval of Minutes 1. Planning and Zoning Commission - Regular Meeting - Jul 18, 2018 7:30 PM Moved by Com. Moodhe, seconded by Com. Weinstein, to approve the minutes of the July 18, 2018 regular meeting as submitted. 3.B.1 Packet Pg. 158 Mi n u t e s A c c e p t a n c e : M i n u t e s o f A u g 1 5 , 2 0 1 8 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 08/15/2018 RESULT: ACCEPTED [UNANIMOUS] MOVER: Adam Moodhe, Commissioner SECONDER: Mitchell Weinstein, Commissioner AYES: Moodhe, Cesario, Goldspiel, Khan, Weinstein ABSENT: Matthew Cohn, Scott Lesser, Amy Au Chairman's Report None. Committee and Liaison Reports None. Staff Report/Future Agenda Schedule Mr. Stilling advised that subsequent to the last PZC meeting, Bucky's, 10 W. Dundee Road, reduced the size of the proposed ground sign to 80 square feet. The sign will be presented to the Village Board on August 20, 2018 for a variation for the setback only. Ch. Cesario advised that Com. Weinstein is the PZC liaison scheduled to attend that Village Board meeting and he will try to attend as well. Mr. Stilling advised that three item s are tentative for the September 5th PZC meeting: 185 Milwaukee Avenue, True North Energy; 2044 Jordan Terrace for a Fence Code variation; and 355 Hastings Drive for outside storage. Also Link Crossing could possible have their Final Plat ready. Com. Moodhe advised that he will be unable to attend September 19, 2018 PZC meeting. Public Comments and Questions None. Adjournment The meeting was adjourned at 8:35 PM Chris Stilling APPROVED BY ME THIS 15th DAY OF August , 2018 3.B.1 Packet Pg. 159 Mi n u t e s A c c e p t a n c e : M i n u t e s o f A u g 1 5 , 2 0 1 8 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s )