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2017-05-17 - Planning and Zoning Commission - Agenda Packet Meeting of the Village of Buffalo Grove Planning and Zoning Commission Regular Meeting May 17, 2017 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. Proposed Link Crossing Subdivision (Request to Continue to June 21, 2017) (Trustee Ottenheimer) (Staff Contact: Chris Stilling) 2. Consider a Variation to Install an 8 Foot Solid Wood Fence f or 790 Woodhollow Lane (Trustee Ottenheimer) (Staff Contact: Brian Sheehan) 3. Consider a Special Use for a Child Day Care Home at 303 Gardenia Drive (Trustee Stein) (Staff Contact: Brian Sheehan) 4. Consider a Variation to the Sign Code for Multiple Wall Signs at 350 McHenry Road (Trustee Stein) (Staff Contact: Brian Sheehan) 5. Consider a Special Use for a Childcare Center with Variations to the Sign Code for the Property at 1050 Barclay (Trustee Stein) (Staff Contact: Nicole Woods) III. Regular Meeting A. Other Matters for Discussion B. Approval of Minutes 1. Planning and Zoning Commission - Regular Meeting - Apr 19, 2017 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 accessibility of the meeting or facilities, contact the ADA Coordinator at 459-2525 to allow the Village to make reasonable accommodations for those persons. Updated: 5/12/2017 9:27 AM Page 1 Action Item : Proposed Link Crossing Subdivision (Request to Continue to June 21, 2017) Recommendation of Action The PZC shall reopen the public hearing and continue it to the June 21, 2017 PZC meeting. K. Hovnanian Homes (KHov) is proposing a residential development called Link Crossing that would be located on approximately 50 acres at the southeast corner of Buffalo Grove Road and Brandywyn Lane. This proposal has been under review by the Village's Planning and Zoning Commission (PZC) as it proceeds through the PZC's Public Hearing process. The project has been reviewed over the course of two public hearings (April 5th and April 19th). Subsequent to the April 19th PZC meeting, the Village has received the attached letter from KHov requesting that the public hearing be continued to June 21, 2017. The purpose of the continuance is to allow them additional time to make changes to the plan. Furthermore, KHov is also facilitating a neighborhood meeting on May 16, 2017 at 7PM at Meridian Middle School. ATTACHMENTS:  Staff Memo (DOCX)  KHov Letter (PDF) Trustee Liaison Staff Contact Ottenheimer Chris Stilling, Community Development Wednesday, May 17, 2017 2.1 Packet Pg. 2 Page 1 of 1 VILLAGE OF BUFFALO GROVE MEMORANDUM DATE: May 12, 2017 TO: Planning & Zoning Commission FROM: Nicole Woods, Village Planner and Christopher Stilling, Director of Community Development SUBJECT: Proposed 50 acre Residential Development at 16802 W Aptakisic Road (Link Crossing) PROJECT UPDATE K. Hovnanian Homes (KHov) is proposing a residential development called Link Crossing that would be located on approximately 50 acres at the southeast corner of Buffalo Grove Road and Brandywyn Lane. This proposal has been under review by the Village’s Planning and Zoning Commission (PZC) as it proceeds through the PZC’s Public Hearing process. The project has been reviewed over the course of two public hearings (April 5th and April 19th). At the April 19th Planning and Zoning Commission (PZC) meeting, the PZC reopened the public hearing and heard additional testimony from many residents and KHov. At the request of the KHov, the PZC continued the public hearing to Wednesday, May 17, 2017 to allow them additional time to potential revise their plans. CURRENT STATUS Subsequent to the April 19th PZC meeting, the Village has received the attached letter from KHov requesting that the public hearing be continued to June 21, 2017. The purpose of the continuance is to allow them additional time to make changes to the plan. Furthermore, KHov is also facilitating a neighborhood meeting on May 16, 2017 at 7PM at Meridian Middle School. ACTION REQUESTED The PZC shall reopen the public hearing and continue it to the June 21, 2017 PZC meeting. 2.1.a Packet Pg. 3 At t a c h m e n t : S t a f f M e m o ( 1 9 5 5 : P r o p o s e d L i n k C r o s s i n g S u b d i v i s i o n ( R e q u e s t t o C o n t i n u e t o J u n e 2 1 , 2 0 1 7 ) ) 2. 1 . b Pa c k e t P g . 4 Attachment: KHov Letter (1955 : Proposed Link Crossing Subdivision (Request to Continue to June 21, Updated: 5/5/2017 4:08 PM Page 1 Action Item : Consider a Variation to Install an 8 Foot Solid Wood Fence for 790 Woodhollow Lane Recommendation of Action Staff recommends approval. The Petitioner is proposing to install an eight (8) foot solid wood fence along the rear property line that parallels McHenry Road (Route 83). Section 15.20.040.D. of the Village Fence Code allows a maximum height of 6 feet along a majorstreet/highway. As a result, a variation is required. ATTACHMENTS:  Staff Report (DOCX)  Aerial (PDF)  Plat of Survey (PDF)  Fence Style (PDF)  Petitioner Letter & Response to Standards (PDF) Trustee Liaison Staff Contact Ottenheimer Brian Sheehan, Community Development Wednesday, May 17, 2017 2.2 Packet Pg. 5 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: May 17, 2017 SUBJECT PROPERTY LOCATION: 790 Woodhollow Lane PETITIONER: Tae Kim PREPARED BY: Brian Sheehan, Building Commissioner REQUEST: A variation to install an 8 foot solid wood fence along the rear property line. EXSITING LAND USE AND ZONING: The property is improved with a single family home currently zoned R4A 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 install an eight (8) foot solid wood fence along the rear property line that parallels McHenry Road (Route 83). Section 15.20.040.D. of the Village Fence Code allows a maximum height of 6’ along a majorstreet/highway. As a result, a variation is required. PLANNING & ZONING ANALYSIS  The petitioners are proposing an eight (8) foot solid wood fence which would extend the width of the rear yard backing up and parallel to Old McHenry Road.  The fence would run along the rear property line and would be in line with the other rear yard fences along Old McHenry Road.  Currently, the two properties to the southeast of the petitioner’s property have eight (8) foot solid wood fences which were installed by permit after a height variance was granted. 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 height and location of this fence. 2.2.a Packet Pg. 6 At t a c h m e n t : S t a f f R e p o r t ( 1 9 3 9 : C o n s i d e r a V a r i a t i o n t o I n s t a l l a n 8 F o o t S o l i d W o o d F e n c e f o r 7 9 0 W o o d h o l l o w L a n e ) 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, no comments have been received from the public concerning this project. 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 responses to the standards for a variation. STAFF RECOMMENDATION The Village of Buffalo Grove has approved a number of solid wood eight (8) foot fences along Old McHenry Road. Staff recommends approval of the variation. 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. 2.2.a Packet Pg. 7 At t a c h m e n t : S t a f f R e p o r t ( 1 9 3 9 : C o n s i d e r a V a r i a t i o n t o I n s t a l l a n 8 F o o t S o l i d W o o d F e n c e f o r 7 9 0 W o o d h o l l o w L a n e ) 2.2.b Packet Pg. 8 At t a c h m e n t : A e r i a l ( 1 9 3 9 : C o n s i d e r a V a r i a t i o n t o I n s t a l l a n 8 F o o t S o l i d W o o d F e n c e f o r 7 9 0 W o o d h o l l o w L a n e ) 2.2.c Packet Pg. 9 At t a c h m e n t : P l a t o f S u r v e y ( 1 9 3 9 : C o n s i d e r a V a r i a t i o n t o I n s t a l l a n 8 F o o t S o l i d W o o d F e n c e f o r 7 9 0 W o o d h o l l o w L a n e ) 2. 2 . d Pa c k e t P g . 1 0 Attachment: Fence Style (1939 : Consider a Variation to Install an 8 Foot Solid Wood Fence for 790 Woodhollow Lane) 2.2.e Packet Pg. 11 At t a c h m e n t : P e t i t i o n e r L e t t e r & R e s p o n s e t o S t a n d a r d s ( 1 9 3 9 : C o n s i d e r a V a r i a t i o n t o I n s t a l l a n 8 F o o t S o l i d W o o d F e n c e f o r 7 9 0 W o o d h o l l o w 2.2.e Packet Pg. 12 At t a c h m e n t : P e t i t i o n e r L e t t e r & R e s p o n s e t o S t a n d a r d s ( 1 9 3 9 : C o n s i d e r a V a r i a t i o n t o I n s t a l l a n 8 F o o t S o l i d W o o d F e n c e f o r 7 9 0 W o o d h o l l o w Updated: 5/12/2017 9:28 AM Page 1 Action Item : Consider a Special Use for a Child Day Care Home at 303 Gardenia Drive Recommendation of Action Staff recommends approval The Petitioner, Elena Lewis on behalf of EL Day Care, Inc. is a tenant at 303 Gardenia Drive. She is proposing to operate a Child Day Care Home in the R-9 Residential Zoning District. Pursuant to the Zoning Ordinance, Child Day Care Homes are allowed as a Special Use within residential districts as long as they meet both the standards for a Special Use Criteria as well as the specific criteria and conditions established for Child Day Care Homes. ATTACHMENTS:  Staff Report (DOCX)  Aerial (PDF)  303 Gardenia Plat of Survey (PDF)  303 Gardenia Petition (PDF)  303 Gardenia DCFS License (PDF)  303 Gardenia Village Inspection Reports (PDF) Trustee Liaison Staff Contact Stein Brian Sheehan, Community Development Wednesday, May 17, 2017 2.3 Packet Pg. 13 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: May 17, 2017 SUBJECT PROPERTY LOCATION: 303 Gardenia Drive Buffalo Grove PETITIONER: Elena Lewis, EL Day Care, Inc. PREPARED BY: Brian Sheehan, Building Commissioner REQUEST: Special Use for a Child Day Care Home within the R-9 Residential Zoning District. EXSITING LAND USE AND ZONING: The property is currently improved with a single family home and is currently zoned R-9 Residential. COMPREHENSIVE PLAN: The approved Village Comprehensive Plan calls for this property to be R-9. BACKGROUND The Petitioner, Elena Lewis on behalf of EL Day Care, Inc. is a tenant at 303 Gardenia Drive. She is proposing to operate a Child Day Care Home in the R-9 Residential Zoning District. Pursuant to the Zoning Ordinance, Child Day Care Homes are allowed as a Special Use within residential districts as long as they meet both the standards for a Special Use Criteria as well as the specific criteria and conditions established for Child Day Care Homes. PROCESS Pursuant to the Zoning Ordinance, Child Day Care Homes are required to addresses specific standards. The following is a current status of the standards (Bold): 1. A special use for a child day care home shall meet the Special Use requirements of Section 17.28.040. The conditions are listed below and shall be addressed during the public hearing. 2. Verification that the day care provider is a full-time resident of the home. While this was verified with applicant at time of inspection, the petitioner shall acknowledge 303 Gardenia as their place of residence during the public hearing. 3. Verification that the home is licensed by the Illinois Department of Children and Family Services, and that applicable requirements of the Illinois Department of Public Health will be met. The approved license is attached. 4. Inspection by the Village Department of Building and Zoning, Health Officer and Fire Department to determine that all life-safety, health and other applicable codes will be met. Inspection conducted and the report is attached. The petitioner has approved the inspection. 5. That 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. The petitioner shall be required to adhere to this condition during their operation. 6. The following standards shall be met: 2.3.a Packet Pg. 14 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) a. Provision of child care shall be limited each day to the hours of 6:00 a.m. to 8:00 p.m. Outdoor play shall not be allowed before 8:00 a.m. The petitioner shall be required to adhere to this condition during their operation. b. Adequate space shall be provided on the driveway of the property for parking while children are being dropped off or picked up at the home. The subject property has a driveway that is able to accommodate up to 4 vehicles at any given time. c. Traffic congestion or safety hazards shall not be created in the adjacent neighborhood. The petitioner shall be required to adhere to this condition during their operation. d. A play area shall be provided in the rear yard of the property. Said area shall be enclosed by a fence at least four feet in height to ensure the safety of the children. The fenced play area shall be secured with self-closing and self-latching gate(s) as approved by the Village. Said play area shall be screened from adjacent properties with fencing or landscaping. As part of the Village’s inspection, staff has verified that the required fencing and gate are provided. e. The day care activities shall not create undue noise or other nuisances for adjacent properties. There shall be no outdoor sound amplification devices which produce distinctly and loudly audible sounds beyond the boundary of the property from which the sound originates. The petitioner shall be required to adhere to this condition during their operation. f. Employees who are not residents of the day care home may be employed by the day care provider, if it is determined by the Planning & Zoning Commission that this would not be detrimental to the neighborhood. Parking shall be provided on the property for any employee driving to the home. The petitioner shall be required to adhere to this condition during their operation. g. An approved day care home shall be subject to periodic inspection by the Village in accordance with Village procedures for inspections concerning health, life-safety and other applicable regulations. The petitioner shall be required to adhere to this condition during their operation. h. The Planning & Zoning Commission and Corporate Authorities may impose conditions and restrictions as may be necessary or appropriate to comply with the foregoing criteria and standards. The foregoing standards may be modified as deemed reasonable in specific cases. Following the testimony of the petitioner and other interested parties, the PZC shall determine if any additional conditions are necessary. i. The Planning & Zoning Commission shall consider the number and location of other child day care homes so as to avoid congestion and other negative impacts. There are no other day care homes in the adjacent areas. In addition to the above standards, Child Care Special Use are valid for two years at which point they may be administratively extended or referred back to the Planning & Zoning Commission for review based upon performance. The petitioner has been issued a License by the Department of Children and Family Services (DCFS) which is effective through 1-12-2018 (attached). SECIAL USE CRITERIA A. All special uses shall meet the following criteria: 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; 2.3.a Packet Pg. 15 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 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; 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. During the public hearing, the petitioner shall provide a response to the above listed Special Use standards and criteria. 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. The Village has received a number of calls for information regarding the public hearing sign which was posted. The reason for the public hearing was explained to them. No comments positive or negative were offered. STAFF RECOMMENDATION Staff recommends approval of a Special Use Ordinance provided that the petitioner adheres to the both the Special Use Standards of Section 17.28.040 and Child Day Care Homes Standards in Section 17.28.060. 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. 2.3.a Packet Pg. 16 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 2.3.b Packet Pg. 17 At t a c h m e n t : A e r i a l ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 2.3.c Packet Pg. 18 At t a c h m e n t : 3 0 3 G a r d e n i a P l a t o f S u r v e y ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 2.3.d Packet Pg. 19 At t a c h m e n t : 3 0 3 G a r d e n i a P e t i t i o n ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 2.3.d Packet Pg. 20 At t a c h m e n t : 3 0 3 G a r d e n i a P e t i t i o n ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 2.3.d Packet Pg. 21 At t a c h m e n t : 3 0 3 G a r d e n i a P e t i t i o n ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 2.3.d Packet Pg. 22 At t a c h m e n t : 3 0 3 G a r d e n i a P e t i t i o n ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 2.3.e Packet Pg. 23 At t a c h m e n t : 3 0 3 G a r d e n i a D C F S L i c e n s e ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 2.3.f Packet Pg. 24 At t a c h m e n t : 3 0 3 G a r d e n i a V i l l a g e I n s p e c t i o n R e p o r t s ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) 2.3.f Packet Pg. 25 At t a c h m e n t : 3 0 3 G a r d e n i a V i l l a g e I n s p e c t i o n R e p o r t s ( 1 9 5 6 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d D a y C a r e H o m e a t 3 0 3 G a r d e n i a D r i v e ) Updated: 5/11/2017 9:27 AM Page 1 Action Item : Consider a Variation to the Sign Code for Multiple Wall Signs at 350 McHenry Road Recommendation of Action Staff recommends approval. The petitioner is seeking approval to install 3 new wall signs on the existing building. The proposed n ew signs would be replacing 3 existing wall signs. Pursuant to the Sign Code, only 2 signs are permitted, therefore a variation is required. Furthermore, the petitioner is seeking approval for the third wall sign to exceed the maximum height allowed. ATTACHMENTS:  Staff Report (DOCX)  Sign Variation Application_Bowlero (PDF)  Petitioners Letter (PDF)  Bowlero Sign Package (PDF) Trustee Liaison Staff Contact Stein Brian Sheehan, Community Development Wednesday, May 17, 2017 2.4 Packet Pg. 26 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: May 17, 2017 SUBJECT PROPERTY LOCATION: 350 McHenry Road PETITIONER: Ron Meyer, Meyer Sign & Graphics on behalf of Leiserv, LLC. PREPARED BY: Brian Sheehan, Building Commissioner REQUEST: A variation to allow multiple wall signs and to exceed the maximum size (height). EXSITING LAND USE AND ZONING: The property is improved with an existing building and is zoned B-5. COMPREHENSIVE PLAN: The 2009 Comprehensive Plan calls for this property to be Zoned in the B-5 Business District. PROJECT BACKGROUND The petitioner is seeking approval to install 3 new wall signs on the existing building. The proposed new signs would be replacing 3 existing wall signs. Pursuant to the Sign Code, only 2 signs are permitted, therefore a variation is required. Furthermore, the petitioner is seeking approval for the third wall sign to exceed the maximum height allowed. PLANNING & ZONING ANALYSIS Design  The proposed signs would be installed on the south and east elevations of the building as depicted in the attached sign package.  The signs would identify the name and nature of the business.  The sign would be back lit and constructed of aluminum and Plexiglas. Location  Two signs would be located on the south wall of the building facing the parking lot and one additional sign would be placed on the east elevation facing McHenry Road.  These three signs would replace the three signs that were previously approved for this location.  Pursuant to the Sign Code, maximum height of a wall sign cannot be larger than one half of the height of the building above the lintel. Given the proposed location of the sign above the existing entrance, the “Bowlero” sign on the south elevation is required as it is 16 feet in height. The maximum allowable sign without a variance would be 7.5 feet. 2.4.a Packet Pg. 27 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 3 : C o n s i d e r a V a r i a t i o n t o t h e S i g n C o d e f o r M u l t i p l e W a l l S i g n s a t 3 5 0 M c H e n r y R o a d ) SURROUNDING PROPERTY OWNERS The property has been posted with the public hearing notice and the adjacent property owners have been notified as required. To date, staff has not received any public comments concerning this variance request. STANDARDS The Planning & Zoning Commission is authorized to make a recommendation to the Village Board 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 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. STAFF RECOMMENDATION Staff recommends approval of the variation for this sign request. ACTION REQUESTED The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony concerning the variation. The PZC shall make a recommendation to the Village Board. 2.4.a Packet Pg. 28 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 3 : C o n s i d e r a V a r i a t i o n t o t h e S i g n C o d e f o r M u l t i p l e W a l l S i g n s a t 3 5 0 M c H e n r y R o a d ) 2.4.b Packet Pg. 29 At t a c h m e n t : S i g n V a r i a t i o n A p p l i c a t i o n _ B o w l e r o ( 1 9 5 3 : C o n s i d e r a V a r i a t i o n t o t h e S i g n C o d e f o r M u l t i p l e W a l l S i g n s a t 3 5 0 M c H e n r y R o a d ) 2.4.c Packet Pg. 30 At t a c h m e n t : P e t i t i o n e r s L e t t e r ( 1 9 5 3 : C o n s i d e r a V a r i a t i o n t o t h e S i g n C o d e f o r M u l t i p l e W a l l S i g n s a t 3 5 0 M c H e n r y R o a d ) 2. 4 . d Pa c k e t P g . 3 1 Attachment: Bowlero Sign Package (1953 : Consider a Variation to the Sign Code for Multiple Wall Signs at 350 McHenry Road) 2. 4 . d Pa c k e t P g . 3 2 Attachment: Bowlero Sign Package (1953 : Consider a Variation to the Sign Code for Multiple Wall Signs at 350 McHenry Road) 2. 4 . d Pa c k e t P g . 3 3 Attachment: Bowlero Sign Package (1953 : Consider a Variation to the Sign Code for Multiple Wall Signs at 350 McHenry Road) Updated: 5/12/2017 11:34 AM Page 1 Action Item : Consider a Special Use for a Childcare Center with Variations to the Sign Code for the Property at 1050 Barclay Recommendation of Action Staff recommends approval subject to the conditions in the staff report. Advanced Development Group, LLC, is seeking preliminary plan approval from the Planning and Zoning Commission (PZC) to develop a Goddard School, which is a 9,600 square foot, one -story childcare center at 1050 Barclay Blvd. The site is currently vacant and zoned Industrial. Pursuant to the Zoning Ordinance, childcare center is a special use in the Industrial Zoning District. Additional information can be found in the attached staff report. ATTACHMENTS:  Staff Report (DOCX)  Aerial (PDF)  Petition (PDF)  Business Overview (PDF)  Operational Narrative (PDF)  Survey (PDF)  Site Plan (PDF)  Landscaping Plan (PDF)  Engineering (PDF)  Elevations (PDF)  Wall Sign Details (PDF)  Monument Sign Details (PDF)  KLOA Study (PDF) Trustee Liaison Staff Contact Stein Nicole Woods, Community Development Wednesday, May 17, 2017 2.5 Packet Pg. 34 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: May 17, 2017 SUBJECT PROPERTY LOCATION: 1050 Barclay Blvd PETITIONER: Joe Jankovesky Advanced Development Group, LLC PREPARED BY: Nicole Woods, Village Planner and Chris Stilling, Director of Community Development REQUEST: Petition to the Village of Buffalo Grove for a special use for a childcare center in the Industrial District with variations to the Buffalo Grove Sign Code. EXSITING LAND USE AND ZONING: The property is vacant. COMPREHENSIVE PLAN: The approved Village Comprehensive Plan calls for this property to be industrial. PROJECT BACKGROUND Advanced Development Group, LLC, is seeking preliminary plan approval from the Planning and Zoning Commission (PZC) to develop a Goddard School, which is a 9,600 square foot, one-story childcare center at 1050 Barclay Blvd. The site is currently vacant and zoned Industrial. Pursuant to the Zoning Ordinance, childcare center is a special use in the Industrial Zoning District. PLANNING & ZONING ANALYSIS The following is a summary outlining compliance with the Village Code: Zoning The proposed development fulfills the dimensional requirements in the Industrial District. Industrial District Dimensional Requirements Vs Proposed Development at 1050 Barclay Blvd. I District Requirements Proposed Development Se t b a c k s Front 50 ft. (Min) 83’3” to building 51’4” to front play area Side 15’ + 1’ for each 1’ over 30’ of building height Approx. 157’ and 146’9” Rear 15’ + 1’ for each 1’ over 30’ of building height 43’7” Building Height 4 Stories or 50 ft (whichever is less) 27’9” at roofline 2.5.a Packet Pg. 35 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) Operations The Goddard School is a childcare franchise with over 460 facilities across the country. The proposed project would provide care and early education to children ages six weeks through five years old. The development would include nine classrooms and have a total capacity for 140 children. The classrooms will vary in capacity from approximately eight students in the 6-week to 12-month classroom and up to 20 students in the 3 to 5-year old preschool age classrooms. The petitioner anticipates approximately nineteen employees, including the onsite full time director and franchisee. Goddard Schools typically open at 7:00 am and close at 6:00 pm every weekday. The site also includes enclosed (via fence) play areas for the respective classrooms. The Buffalo Grove Goddard School will serve hot lunch and two snacks each day. As described further below, parents or guardians will be required to park and walk their child in and out of the building for drop-off and pick-up. The proposed school is not planning on having bus for transportation of students for field trips or other transportation needs. Surrounding Land Uses and Site Feasibility The proposed development is in the industrial district and is surrounded by a variety of land uses including office, industrial, distribution, recreation, and education. This diversity of land uses in the industrial area reflects the ongoing regional and national trend of industrial and office transitioning to more commercial and institutional uses. This often occurs in older industrial facilities or in challenging sites that have physical features (low ceiling heights, few loading docks, minimal developable land) that are not conducive to the needs and demands of today’s office and industrial tenants but are compatible with commercial or institutional tenants (athletic faculties, day cares, educational centers etc.) The proposed project is an example of a challenging industrial site. The stormwater detention ponds and the existing access drive effectively reduce the amount building area to a size which is not feasible for an industrial or office tenant. However, the site can however accommodate businesses that require smaller building footprints, such as a day care center. Proposed Infrastructure and Facilities Vehicular Accessibility & Parking The petitioner proposes one full access point at northern part of the site off an existing access drive that is utilized by Siemens. KLOA examined the existing traffic conditions and assessed the impact that the proposed development will have on traffic conditions in the area. KLOA’s study found that traffic generated by the proposed development will be accommodated by the surrounding roadway network. Moreover, very little truck traffic utilizes the Siemens access drive during the area’s peak traffic hours (7:30 am to 8:30 am and 5:00 pm and 6:00 pm) and as such there will be very little interaction between heavy vehicles and passenger vehicles destined to the proposed Goddard School. In addition, the proposed site’s drive aisles and access points provide ample room for traffic to circulate around the site both clockwise or counter clockwise direction enabling flexible and efficient access. The average peak drop-off time is between 7:30 am and 9:00 am at Goddard School, in which the school will see a steady stream of cars (between 10 to 15 each half hour) for a total of 40-50 cars. The pick-up peak time is generally between 4:30 and 6:00 pm, again with a steady stream of cars (between 10 to 15 each half hour) for a total of 40-50 cars. Goddard’s policy is to that vehicles are parked on site and the child is walked into the school each morning by the parent or guardian. Similarly, parents or guardians are required to park and walk in to pickup their child in the evening. There are no drop-off or pick-up lanes. The proposed school is not planning on having bus for transportation of students for field trips or other transportation needs. 2.5.a Packet Pg. 36 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) The proposed development includes a total of 42 parking spaces, which exceeds the Village’s requirements as well as the ITE Parking Generation Manual’s requirements. The Village of Buffalo Grove requires parking for day care center to be provided at a ratio of two spaces per 1,000 square feet, which would equate to 20 spaces total. KLOA concurred that the proposed parking spaces is sufficient. Stormwater All the required stormwater is already provided by the existing retention pond located to the south of the proposed building and complies with the Village’s Development Ordinance. The large openspace to the west of the building is for the placement of spoils for the required earthwork. Landscaping The applicant has provided a preliminary landscape plan for the overall site. The plan includes landscaping in along the eastern and southern perimeter for the site as well as in parking islands and outside of the building. The applicant is also adding some parkway trees. The proposed landscaping would meet all Village Code requirements. Elevations and Signage The proposed facility would be architectural masonry units (brick), with columns on the front main entrance. Glass windows and exterior doors and will be placed around the entire building. The proposed new building would be three stories and has an average roof height of approximately 37 feet and 4 inches. The roofline, which is the highest point of the building is 27 feet 9 inches. The proposed projects includes two wall signs (along the eastern and southern elevations) and one monument sign on the southeast corner of the property. SPECIAL USE AND VARIENCE STANDARDS Special Use Pursuant to the Zoning Ordinance, the proposed use does require a Special Use for a childcare facility 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; 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; 2.5.a Packet Pg. 37 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 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. Included in the petitioner’s information is a detailed response to the standards. Staff finds that the petitioner has met the required standards for the special use. Signage Ordinance Variations The following is a summary of the variations associated with the development request: 1. Variation to Section 14.16.040 to allow a second wall sign; The Village’s sign code only allows one wall sign, thus the petitioner is seeking a variance for the additional wall sign. Staff supports the location of the location of the second wall sign as it overlooks the pond and effectively is like a corner lot. 2. Variation to Section 14.20.080 to allow manual changeable copy signs. The petitioner is proposing a monument sign that includes manual changeable copy signs, which also requires a variance. Staff supports the use of the manual copy change. STANDARDS FOR VARIATION 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. 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. Fire Department The Fire Department has reviewed the proposed plans and does not have any comments. 2.5.a Packet Pg. 38 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) STAFF RECOMMENDATION Staff recommends approval of the special use for a childcare facility located at 1050 Barclay Blvd, Buffalo Grove, IL subject to the following conditions: 1. The special use as a Child Care Center is granted to Goddard School and said special use does not run with the land. 2. The special use granted to Goddard School is assignable to subsequent petitioners, seeking assignment of this special use as follows: a. Upon application of a petitioner seeking assignment of this special use, the Corporate Authorities, in their sole discretion, may refer said application of assignment to the appropriate commission(s) for a public hearing or may hold a public hearing at the Village Board. b. Such assignment shall be valid only upon the adoption of a proper, valid and binding ordinance by the Corporate Authorities granting said assignment, which may be granted or denied for any reason. 3. The proposed development shall substantially conform to the plans attached as part of this petition. 2.5.a Packet Pg. 39 At t a c h m e n t : S t a f f R e p o r t ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) Aerial of 1050 Barclay Blvd. Imagery ©2017 Google, Map data ©2017 Google 200 ft 2.5.b Packet Pg. 40 At t a c h m e n t : A e r i a l ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n 2.5.c Packet Pg. 41 At t a c h m e n t : P e t i t i o n ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.c Packet Pg. 42 At t a c h m e n t : P e t i t i o n ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.c Packet Pg. 43 At t a c h m e n t : P e t i t i o n ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.c Packet Pg. 44 At t a c h m e n t : P e t i t i o n ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) Special Use Request Goddard School - Buffalo Grove 1050 Barclay Blvd., Buffalo Grove, Illinois Advanced Development Group, LLC, as developers of the project under consideration, is hereby requesting an approval for Special Use for the construction of a Goddard School at the site currently known as 1050 Barclay Blvd. in Buffalo Grove, Illinois, which is currently zoned for Industrial Use. Goddard is a well-recognized, award winning Pre-school with over 460 franchised facilities throughout the country. The Buffalo Grove school will provide care and early education to children ages six weeks through five years in nine age-appropriate classrooms, and will have capacity for 140 children. The Special Use of this development on this site will serve the public convenience as this facility will provide potentially needed services for employed persons within the immediate vicinity, and the operation of the facility will not be detrimental or endanger the public health, safety, morals, comfort or general welfare. The subject property is appropriately sized for the proposed facility and a 3 rd party Traffic Study was commissioned from KLOA, Inc., Transportation and Parking Planning Consultants. Per the Study’s Conclusions and Recommendations:  The site is well-located with respect to the local and regional roadway system.  The results of the capacity analyses indicate that the traffic generated by the proposed development will be accommodated by the surrounding roadway network.  The Siemens access drive on Barclay Boulevard will be adequate in accommodating the site-generated traffic.  The proposed on-site circulation will provide flexible and efficient access to the development.  The proposed parking supply of 42 spaces will be adequate in accommodating the peak parking demand of the proposed development and meeting the minimum parking requirements of the Village of Buffalo Grove. The Special Use of this development on this site will not be injurious to the use and enjoyment of other property in the immediate vicinity, nor will it diminish and/or impair the valuations of other properties in the area. The subject property is the last vacant parcel in the subdivision and the Special Use of this development on the site will not impede, substantially hinder or discourage the development of adjacent land and buildings. The property currently has adequate and available utilities, access roads, drainage and all other necessary facilities required for the development of the Special Use. SPECIAL USE REQUEST 2.5.d Packet Pg. 45 At t a c h m e n t : B u s i n e s s O v e r v i e w ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) Operational Narrative Goddard School - Buffalo Grove 1050 Barclay Blvd., Buffalo Grove, Illinois Goddard is a well-recognized award winning Pre-school with over 460 franchised units throughout the country. The Buffalo Grove school, which is projected to obtain a certificate of occupancy by mid to late November of 2017, will provide care and early education to children ages six weeks through five years in nine age appropriate classrooms. The classrooms will range in capacity from eight students in the 6 week to 12month classroom, to up to twenty students in the 3 to 5-year-old preschool age rooms. To fully staff those classrooms, we would employee eighteen teachers at a minimum. Our franchisee may employee more teachers to accommodate their schedule or if some work only part time. In addition to the teachers, the school will have its own full time director and the franchisee will be a full time onsite presence as well. The children will be dropped off each morning and picked up in the afternoon by their parent/guardian. The vehicle will be parked onsite and the child walked into the school each morning. When picked up, the parent/guardian is required to park and come into the school and greet the child or children in their classroom. There we be no drop-off lane to allow for stacking as many other schools have adopted for the drop-off/pickup process. The Buffalo Grove school is not planned to have a bus for transportation of students for field trips or other transportation needs. Goddard Schools typically open at 7:00am and close at 6:00pm each weekday. This school would have the capacity for 140 students when opening. The average peak drop-off time is between 7:30am and 9:00am. A typical school will see a fairly steady stream of cars during this time period (10-15 cars each half hour) with a total car count of between 40-50 total. The pickup time range is typically from 4:30pm to 6:00pm. The same steady stream as seen in the morning of 10-15 cars each half hour adds together to total the same cumulative 40-50 cars over this time period. The remaining drop-offs and pickups take place throughout the day. Goddard has accommodated this traffic flow with as few as 30- 35 parking spaces. This quantity has been found to be sufficient to allow for parking of staff and accommodate the traffic generated by student drop-off/pickup throughout the day. Our plan for the Buffalo Grove location has 40 parking spaces which will meet our needs. Our Buffalo Grove school will serve a hot lunch each day along with two snacks. Snack is usually served between 9:30 and 10:00am, lunch between 11:30am and 12:30pm and then snacks again when the children get up from their nap. Our menus meet the UDSA guidelines for lunches in childcare centers. They are designed to meet 1/3 of each child’s daily nutrition requirements. OPERATIONAL NARRATIVE 2.5.e Packet Pg. 46 At t a c h m e n t : O p e r a t i o n a l N a r r a t i v e ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2. 5 . f Pa c k e t P g . 4 7 Attachment: Survey (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) T1 SHEET 1 OF X CO V E R S H E E T 1 0 5 0 B A R C L A Y B L V D , B U F F A L O G R O V E , I L L I N O I S N E W B U I L D I N G F O R : G O D D A R D S C H O O L B A R N E S A R C H I T E C T S , L T D. T. 6 3 0 - 8 3 4 - 5 7 2 7 BARNESARCH@SBCGLOBAL.NET 3 0 0 A W E S T L A K E S T. E L M H U R S T I L L I N O I S 6 0 1 2 6 BUILDING INFO. N E W B U I L D I N G F O R : 1 0 5 0 B A R C L A Y B L V D , B U F F A L O G R O V E , I L I N O I S LE G E N D REV. BIDDING PERMIT REVIEW CONSTRUCTION G O D D A R D S C H O O L AREA OF BUILDING: 9600 SF AREA OF SITE: 92880 SF PLAY AREA: 12915 SF PARKING SHOWN/ONSITE 40 STANDARD 2 HANDICAP 42 TOTAL 2.0 CARS/1000 SF. REQUIRED 4-27-2017 18'-0" 18'-0" 83 ' - 3 5 16 " 24'-0" 24'-6" 15 ' 9' - 0 " 25 ' - 0 " 25' 25' 16 ' 34'-05 16" 167' T1 SITE PLAN 1 SCALE: 1/16"= 1'-0"NORTH COORDINATE WITH CIVIL FOR SITE LAYOUT 42 TOTAL PARKING SPACES PROVIDED (2 HDCP.) 18'-0" 6' - 0 " 25 ' - 6 " 36'-0" 6' HIGH FENCE @ P E R I M E T E R 6' HIGH FENCE @ PE R I M E T E R 6' H I G H F E N C E @ P E R I M E T E R 4' HIGH FENCE 4' HIGH FENCE EXIST. STOP SIGN EXIST. "SIEMENS" SIGN 24'x30' SHADE STRUCTURE PRESCHOOL PLAY AREA, RE: 10/C1.2 K 20 ' - 0 " 40'-0" 24'x30' SHADE STRUCTURE TODDLER PLAY AREA, RE: 09/C1.2 TRASH BA R C L A Y B O U L E V A R D GODDARD BUFFALO GROVE ONE STORY BRICK AND FRAME STRUCTURE +/- 9600 SF 441'-81 4" 20 8 ' - 5 3 8" 453'-117 8" 20 7 ' - 4 1 2" 10 PARKING SPACES 10 PARKING SPACES 14 PARKING SPACES 4 PARKING SPACES (1 H.C. SPACE) 4 PARKING SPACES (1 H.C. SPACE) ENCLOSURE 157'-45 8" 43 ' - 7 3 16 " 83 ' - 3 1 4" BOLLARDS AT 4'-0" MAXIMUM SPACING 51 ' - 4 3 16 " 16 ' - 1 1 1 4" 146'-95 8" +/- 8'X6' MONUMENT SIGN SEE CIVIL SHEET FOR EXACT SIZE 14 ' - 0 " 10'-0" 12 8 ' - 0 " CERTAINTEED BUFFTECH PRINCETON VINYL FENCING (COLOR: WHITE) 2.5.g Packet Pg. 48 At t a c h m e n t : S i t e P l a n ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.h Packet Pg. 49 At t a c h m e n t : L a n d s c a p i n g P l a n ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 9" 13" 8" 8" 8" VAULT UTILITY CONC PAD TRANS ON AT&T CONC PAD TRANS ON CONC PAD TRANS ON AT&T CONC PAD METER ON AT&T "STOP" METAL SIGN "SIEMENS" WOOD SIGN "FOR SALE" INSTRUCTIONS" "SEMI WALL CONC WING I=643.75,18"RCP WALL CONC WING I=638.54,12"RCP BOATING/FISHING..." "NO LOCKED R=648.08 S,E I=634.17,18"DIP R=646.12 E I=634.78,18"DIP W I=634.78,18"DIP R=646.28 STRUCTURE VEHICLE OVER R=648.35 STRUCTURE VEHICLE OVER R=648.49 W,E I=640.71,12"RCP R=644.66 E I=641.05,12"RCP N I=642.05,6"PVC S I=642.15,6"PVC R=644.80 W,E I=639.88,12"RCP R=644.93 E I=639.98,12"RCP N,S I=642.03,6"PVC R=644.98 E I=640.74,12"RCP N,S I=642.79,6"PVC R=645.24 E,W I=640.29,12"RCP R=645.29 NE I=642.62,10"RCP R=645.27 S I=642.78,12"RCP SW I=643.98,6"PVC NE I=644.08,6"PVC R=646.33 E,W I=642.36,18"RCP SE I=642.66,10"RCP R=646.06 NW I=642.62,10"RCP R=645.12 N,S T/PIPE=640.45 R=645.60 OF 01/09/2017 EDGE OF WATER AS PIN FLAGS GROVE SEWER" "BUFFALO CONC PAD RAISED TRANS ON AT&T T/WALL=645.33 T/WALL=645.08 T/WALL=641.12 T/WALL=641.06 T/WALL=639.60 T/WALL=639.54 BENCHMARK SITE 639 639 640 640 641 641 642 642 643 643 6 4 4 644 644 FL=644.72 EP=644.82 FL=644.85 FL=644.89 EP=644.91 TC=644.92 FL=644.92 TC=644.93T C =6 4 4.9 4 FL=644.95 EP=644.98 6 4 5 6 45 6 4 5 645 645 645 64 5 FL=645.01 EP=645.04 FL=645.05 FL=645.05 EP=645.08 EP=645.08 TC=645.08 EP=645.09 FL=645.09 EP=645.11 EP=645.11 FL=645.11 645.13 TC=645.13 FL=645.14 TC=645.18 645.20 TC=645.20 FL=645.20 FL=645.21 FL=645.24 FL=645.26 FL=645.26 FL=645.27 645.28 TC=645.28 TC=645.29 EP=645.29 EP=645.30 645.32 645.33 EP=645.33 EP=645.34 FL=645.34 645.35 TC=645.35 FL=645.36 EP=645.36 FL=645.37 EP=645.37 TC=645.37 645.38 TC=645.38 FL=645.38 TC=645.38 FL=645.39 TC=645.39 F L=645.40 EP=645.41 TC=645.41 EP=645.42 EP=645.44 645.44 TC=645.46 TC=645.48 645.49 645.50 FL=645.51 645.52 645.53 FL=645.54 645.55 TC=645.55 645.56 FL=645.57 TC=645.58 645.58 TC=645.59 TC=645.60 TC=645.60 TC=645.61 6 4 5.6 1 TC=645.61 FL=645.61 EP=645.63 TC=645.65 645 .65 645.66 645.66 TC=645.66 645.66 TC=645.66 645.67 645.68 6 45 .69 645.69 FL=645.69 645.71 TC=645.71 TC=645.726 4 5.7 2 645.73 TC=645.74 6 45 .74 645.74 TC=645.75 EP=645.75 TC=645.76 645 .78 645 .79 TC=645.79 645.8 0 6 45 .81 645.81 TC=645.81 6 45 .8 2 645.82 6 45 .83 FL=645.83 TC=645.83 TC=645.85 TC=645.85 TC=645.86 FL=645.88 TC=645.88 645 .88 T C=645.89 64 5.89 645 .8 9 TC=645.90 EP=645.91 TC=645.91 645.92 645.93 645.9 3 FL=645.94 EP=645.94 FL=645.94 EP=645.95 6 4 5.9 6 6 4 6 646 646 646 646 646 646 646 6 4 6 646 6 4 6 646 646.03 646.04 646.05646.06 C TC=646.06 TC=646.07 646.07 TC=646.08 646.10 TC=646.12 TC=646.14 TC=646.18 646.20 646.20 646.21 TC =6 4 6 .2 1646.22 646.23 EP=646.23 TC=646.25 TC=646.30 FL=646.31 EP=646.35 TC=646.36 FL=646.40 FL=646.41 646.41 TC=646.45 646.45 TC=646.46 EP=646.47 EP=646.51 FL=646.56 646.58 EP=646.58 FL=646.59 FL=646.61 FL=646.67 EP=646.72 FL=646.76 646.76 646.78 TC=646.79 EP=646.82 TC=646.86 TC=646.88 TC=646.89 TC=646.91 EP=646.95 FL=646.97 FL=646.97 TC=646.98 TC=646.98 6 4 7 647 647 647 647 647 647 647 647 647 647 EP=647.00 FL=647.04 EP=647.07 647.09 TC=647.16 TC=647.16 FL=647.17 EP=647.18 647.19 TC=647.21 FL=647.22 EP=647.22 6 47.23 647.24 647.26 TC=647.33 647.35 TC=647.38 TC=647.43 TC=647.44 647.44 TC=647.45 TC=647.45 647.46 647.47 6 4 7.4 9 TC=647.51 EP=647.56 TC=647.57 TC=647.59 FL=647.59 FL=647.75 647.76 TC=647.76 EP=647.78 TC=647.82 TC=647.87 FL=647.87 EP=647.89 6 4 8 648 648 648 648 648 648 648 648 648 648 645 648.03 TC=648.11 EP=648.12 FL=648.12 TC=648.12 FL=648.28 TC=648.28EP=648.32 EP=648.40 TC=648.41 FL=648.41 648.42 EP=648.47 EP=648.51 FL=648.53 FL=648.57 TC=648.63 FL=648.74 TC=648.75 TC=648.77 EP=648.79 FL=648.89 EP=648.90 FL=648.90 TC=648.93 648.94 648.96 FL=648.99 EP=649.00 649 649 649 649 649 649 649 649 649 6 4 9 EP=649.01 EP=649.01 FL=649.02 EP=649.03 EP=649.03 FL=649.03 TC=649.07 FL=649.07 TC=649.07 EP=649.10 649.10 FL=649.12 EP=649.15 649.16 FL=649.16 TC=649.22649.22 649.24 EP=649.29 TC=649.29 FL=649.30 EP=649.30 TC=649.34 FL=649.38 TC=649.39 649.45 TC=649.53 FL=649.53 TC=649.54 TC=649.55 EP=649.55 FL=649.55 EP=649.56 649.57 TC=649.57 TC=649.58 649.60 TC=649.68 649.70 TC=649.71 649.71 TC=649.76 649.78 EP=649.79 EP=649.80FL=649.80 TC=649.86 FL=649.86 TC=649.98 650 650 650 65 0 6 5 0 650 650 TC=650.03 TC=650.03 TC=650.35 TC=650.36 TC=650.47 6 5 1 6 5 1 651 651 6 5 1 651 651 6" P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , R o s e m o n t , Illin o is 6 0 0 1 8 ILLINOIS REEN I G N E LA N OISSEFORP DESNE C I L Mc CABE,JR. THOMAS NO. 44159 OF JOB NO. FILENAME: DATE: SHEET INDEX SHEET DESCRIPTION # SHEET I.D. SHEET LOCATION MAP N N.T.S. N N.T.S. KEY MAP REMARKS DATE REVISIONS SHEET ## BENCHMARK ELEVATION: DESCRIPTION: CALL J.U.L.I.E. 1-800-892-0123 WITH THE FOLLOWING: COUNTY CITY, TOWNSHIP SEC. & ‚ SEC. NO. 48 HOURS BEFORE YOU DIG. EXCLUDING SAT., SUN. & HOLIDAYS NOTE: AND SHALL BE INCLUDED IN THE PRECONSTRUCTION MEETINGS THREE (3) DAYS PRIOR TO STARTING CONSTRUCTION SPACECO, INC. IS TO BE NOTIFIED AT LEAST DEVELOPER ARCHITECT SITE IMPROVEMENT PLANS for C1 1 ORIGINAL PLAN DATE: DATE THOMAS McCABE, JR., P.E. ENGINEER THE SIGNATURE , SEAL, AND EXPIRATION DATE OF SEAL OF THE ENGINEER THESE PLANS OR ANY PART THEREOF SHALL BE CONSIDERED VOID WITHOUT LOCATION PROJECT COVER SHEET C1 TYPICAL SECTIONS & GENERAL NOTES GN EXISTING CONDITIONS PLAN ET GEOMETRIC PLANS GM1 GRADING & UTILITY PLAN GR1 SOIL EROSION AND SEDIMENT CONTROL PLANS SE1-SE3 SPECIFICATIONS S1 DETAILS 1 2 3 4 5 6-8 LAKE EXPIRATION DATE: 04/30/2017 PROFESSIONAL DESIGN FIRM NO.: 184-001157 EXPIRATION DATE: 11/30/2017 ILLINOIS REGISTRATION NO.: 062-044159 12 BENCHMARK INFORMATION SEE SHEET C3 FOR REGULATIONS OF ALL APPLICABLE AGENCIES. ON THIS PROJECT AGREE TO CONFORM TO THE RULES AND ALL CONTRACTORS (AND SUB-CONTRACTORS) WHO WORK JANUARY 27, 2017 9636 9636TITLE.DGN 1/26/17 THE GODDARD SCHOOL PROJECT NO: 9636 S C H O O L T H E G O D D A R D 9 PHONE: (312) 282-3318 ADVANCE DEVELOPMENT GROUP, LLC BUFFALO GROVE, ILLINOIS BUFFALO GROVE PHONE: (708) 508-7281 OAKBROOK TERRACE, IL 61008 ONE TRANS AM PLAZA DRIVE SUITE #120 DESIGN & ARCHITECTURE 43N R11 S27 10-11 D1-D2 12 C12 CDS DETAILS Owner or Owner's Attorney IL Reg. Prof. Engineer Lic. #062-044159 , A.D. 2016. day of Dated this property because of the construction of the subdivision. reduce the likelihood of damage to the adjoining the generally accepted engineering practices, so as to surface waters will be planned for in accordance with Westmont M. Imports, Inc. has a right to use, and that such such surface waters into public areas or drains which provision has been made for collection and diversion of surface water drainage will be changed, reasonable of this subdivision or any part thereof, or, that if such surface waters will not be changed by the construction To the best of our knowledge and belief, the drainage of COUNTY OF LAKE) ) SS STATE OF ILLINOIS) 4-10-17 103 1/2" 645.80 104 CROSS 645.80 107 CROSS 645.84 105 CROSS 645.88 106 CROSS 645.92 110 1/2" 646.58 100 1 647.67 109 1/2" 649.25108 CROSS 649.82 N:\Projects\9636\ENG\C1_9636TITLE.dgn Default User=smcgovern 2.5.i Packet Pg. 50 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) DESCRIPTION DATE ISSUEDLOG NO.PERMIT NO. PLO = PARTIAL LOOK OUT LO = LOOK OUT STM = STORM SEWER SAN = SANITARY SEWER WM = WATERMAIN B/P = BOTTOM OF PIPE T/P = TOP OF PIPE OP = OUTLET OF PIPE BW = BOTTOM OF RETAINING WALL TW = TOP OF RETAINING WALL TD = TOP OF DEPRESSED CURB TC = TOP OF CURB GF = GARAGE FLOOR TF = TOP OF FOUNDATION I = INVERT OR INLET GR = GRADE RING (HYDRANT) FH = FIRE HYDRANT E = END SECTION VV = VALVE VAULT LP = LIGHT POLE CB = CATCH BASIN S = SANITARY MANHOLE M = STORM MANHOLE 680 680 xxx.xx PROPOSEDEXISTING LEGEND DESCRIPTION W xxx.xx OR ...... W 8" G G T T E E E E T T G G W 8" PROPOSED TREE TO REMOVE TREE, FIR TREE, BUSH, & REVERSE PITCH CURB CONCRETE WATER'S EDGE GUARDRAIL DRAINAGE SLOPE OVERLAND FLOW ROUTE SOIL BORING SPOT ELEVATION SIGN CONTROL POINT UTILITY POLE STREET LIGHT FLARED END SECTION VALVE AND VAULT, VALVE PIPE REDUCER PRESSURE CONNECTION FIRE HYDRANT INLET CATCH BASIN STORM MANHOLE SANITARY MANHOLE CONTOUR CENTERLINE SETBACK LINE PROPERTY LINE EASEMENT RIGHT-OF-WAY FENCE ELECTRIC LINE TELEPHONE LINES GAS MAIN PIPE TRENCH BACKFILL WATER MAIN (WITH SIZE) SANITARY TRUNK SEWER SANITARY SEWER STORM SEWER DRAIN TILE 2 T Y P I C A L S E C T I O N S A N D G E N E R A L N O T E S THIS WORK MAY NOT BE SPECIFICALLY NOTED BUT ARE CONSIDERED A PART OF THIS CONTRACT. ALL TO BE CONSIDERED PART OF THE CONTRACT. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE D. THE CITED STANDARD SPECIFICATIONS, CODES AND PERMITS, WITH THESE CONSTRUCTION PLANS AND DETAILS, ARE AGENCIES, THE MORE STRINGENT SHALL GOVERN. ACCESSIBILITY AND ANY APPLICABLE LOCAL ORDINANCES. WHEN CONFLICTS EXIST BETWEEN THE GOVERNING C. ALL SIDEWALK AND PUBLIC AREAS MUST BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA, ILLINOIS HANDICAP IN CASE OF CONFLICT, THE MORE RESTRICTIVE PROVISIONS SHALL APPLY. OF THE MUNICIPALITY; EXCEPT AS MODIFIED HEREIN OR BY ANY PUBLIC AGENCY PERMITS ISSUED FOR THIS WORK. WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, PUBLISHED JULY 2009, AND IN ACCORDANCE WITH THE CODE B. ALL SANITARY SEWER AND WATERMAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR CASE OF CONFLICT, MUNICIPAL CODE SHALL TAKE PRECEDENCE. IN ACCORDANCE WITH THE LATEST EDITION OF THE CODE OF THE MUNICIPALITY; EXCEPT AS MODIFIED HEREIN. IN ADOPTED JANUARY 1, 2012 BY ILLINOIS DEPARTMENT OF TRANSPORTATION AND ALL AMENDMENTS THERETO; AND AND BRIDGE CONSTRUCTION (SSRBC), AND SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS; A. ALL PAVEMENT AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR ROAD 1. REFERENCED CODES 2. UTILITY LOCATIONS THAT THE CONFLICT MAY BE RESOLVED. CONFLICT WITH LOCATIONS OF THE NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER SO DUE TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH DETERMINING THE EXACT LOCATION IN THE FIELD OF THESE UTILITY LINES AND THEIR PROTECTION FROM DAMAGE ARE SHOWN ON THE PLANS ACCORDING TO AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR C. EASEMENTS FOR THE EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLIC RIGHTS-OF-WAY TO STARTING ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND THE MUNICIPALITY TWENTY-FOUR (24) HOURS PRIOR PLAN. THE CONTRACTOR SHALL CALL J.U.L.I.E. AT 800-892-0123 AND THE MUNICIPALITY, FOR UTILITY LOCATIONS. THESE FACILITIES. THE ENGINEER DOES NOT WARRANT THE LOCATION OF ANY EXISTING UTILITIES SHOWN ON THE FIELD PRIOR TO CONSTRUCTION AND SHALL ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITY COMPANIES LOCATE THEIR FACILITIES IN THE INFORMATION, THE AGENCIES LISTED ON THIS SHEET MAY BE CONTACTED. FACILITIES AND THEIR EXACT LOCATIONS, AND TO SAFELY SCHEDULE ALL UTILITY RELOCATIONS. FOR ADDITIONAL HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM OR ESTABLISH THE EXISTENCE OF ALL UTILITY LIMITS FOR THIS PROJECT. DATA FROM THESE AGENCIES HAS BEEN INCORPORATED INTO THE PLANS. IT IS, A. THE UTILITY COMPANIES HAVE BEEN CONTACTED IN REFERENCE TO UTILITIES THEY OWN AND OPERATE WITHIN THE 3. UTILITY COORDINATION 22. GENERAL EXCAVATION/UNDERGROUND NOTES 24. UNDERGROUND NOTES OPERATION. NOTED, SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR TEN (10) DAYS PRIOR TO THE START OF ANY SUCH MONTH PRIOR TO START OF CONSTRUCTION IN ITS UTILITY AREAS. ALL OTHER AGENCIES, UNLESS OTHERWISE THE START OF ANY OPERATION REQUIRING COOPERATION WITH OTHERS. AT&T SHALL BE CONTACTED ONE C. THE OWNER AND THE ENGINEER SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO DIRECTED BY THE OWNER. WITH UTILITY RELOCATION WORK, AND SHALL PREPARE REVISED SCHEDULE(S) IN COMPLIANCE THEREWITH AS CONTRACTOR SHALL BE REQUIRED TO ADJUST THE ORDER OF ITS WORK FROM TIME TO TIME, TO COORDINATE SAME SHOULD REFLECT CONSTRUCTION SEQUENCING WHICH COORDINATES WITH ALL UTILITY RELOCATION WORK. THE CONSTRUCTION OPERATIONS DO NOT INTERFERE WITH UTILITY FACILITIES AND RELOCATION WORK. THE SCHEDULE PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THAT B. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NATURE AND STATUS OF ALL UTILITY RELOCATION WORK NECESSARY TO SECURE THESE PERMITS. UTILITIES. THE CONTRACTOR, HOWEVER, SHALL FURNISH ALL REQUIRED BONDS AND EVIDENCE OF INSURANCE A. OWNER SHALL OBTAIN EASEMENTS AND PERMITS NECESSARY TO FACILITATE CONSTRUCTION OF THE PROPOSED SPECIFICATIONS, THE DECISION OF THE ENGINEER SHALL BE FINAL AND CONCLUSIVE. DOUBT OR QUESTIONS ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM THE ENGINEER PRIOR TO PROCEEDING FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, SPECIFICATIONS AND/OR MUST IMMEDIATELY REPORT SAME TO ENGINEER BEFORE DOING ANY WORK, OTHERWISE THE CONTRACTOR ASSUMES LINE AND GRADE STAKES. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IN ADDITION, THE CONTRACTOR MUST VERIFY THE ENGINEER'S COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE 4. NO PLAN SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "FOR CONSTRUCTION". PRIOR TO 5. ALL PROPOSED ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS, UNLESS OTHERWISE SPECIFIED. WORK. THE UNDERWRITER SHALL BE ACCEPTABLE TO THE MUNICIPALITY OR OWNER, AS APPROPRIATE. FURNISH A LABOR, MATERIAL AND PERFORMANCE BOND IN THE AMOUNT REQUIRED GUARANTEEING COMPLETION OF THE 6. UPON AWARDING OF THE CONTRACT, AND WHEN REQUIRED BY THE MUNICIPALITY OR OWNER, THE CONTRACTOR SHALL 8. CONTRACTOR SHALL VIDEO TAPE WORK AREA PRIOR TO CONSTRUCTION FOR THE PURPOSE OF DOCUMENTING EXISTING CONDITIONS. REPORT, THE RESULTS WILL BE AVAILABLE FROM THE OWNER UPON WRITTEN REQUEST. DETERMINE SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED WORK. HOWEVER, IF THE OWNER HAS A SOILS 7. THE CONTRACTORS SHALL PLAN THEIR WORK BASED ON THEIR OWN BORINGS, EXPLORATIONS AND OBSERVATIONS TO 9. COMMENCING CONSTRUCTION BORNE BY CONTRACTOR. TESTING) UNTIL TESTING AGENCY CAN SCHEDULE TESTING OPERATIONS. COST OF SUSPENSION OF WORK TO BE UNABLE TO VISIT SITE AND PERFORM TESTING WILL CAUSE CONTRACTOR TO SUSPEND OPERATION (PERTAINING TO B. FAILURE OF CONTRACTOR TO ALLOW PROPER NOTIFICATION TIME WHICH RESULTS IN TESTING COMPANIES TO BE EXPENSE OF THE CONTRACTOR. THE TESTING AGENCY SHALL MEET THE APPROVAL OF THE OWNER. OWNER'S, SUFFICIENTLY IN ADVANCE OF CONSTRUCTION. ALL MATERIAL TESTING SHALL BE THE RESPONSIBILITY AND ADDITION, THE CONTRACTOR SHALL NOTIFY AS NECESSARY, ALL TESTING AGENCIES, EITHER MUNICIPALITY'S OR THE AGENCIES IN WRITING AT LEAST THREE FULL WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN A. THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR HIS REPRESENTATIVE AND THE AFFECTED GOVERNMENTAL ACCESS BE DENIED TO ADJACENT PROPERTIES. 10. ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL TIMES FOR ALL TYPES OF TRAFFIC. AT NO TIME SHALL AT CONTRACTOR'S COST. DESTROYED OR DISTURBED BY THE CONTRACTOR PRIOR TO THEIR USE SHALL BE RESET BY THE DEVELOPER'S ENGINEER 11. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED. ANY STAKES TO BE RESET, SHALL BE DELIVERED TO THE RESPECTIVE OWNERS. REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE SATISFACTION OF THE OWNER. ANY SIGNS NOT REQUIRED THE ENGINEERING PLANS OR AS DIRECTED BY THE DEVELOPER. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED OR NOT NOTED FOR DISPOSAL SHALL BE REMOVED AND RESET BY THE CONTRACTOR AT HIS OWN EXPENSE AS SHOWN ON 12. ANY EXISTING SIGNS, LIGHT STANDARDS AND UTILITY POLES WHICH INTERFERE WITH CONSTRUCTION OPERATIONS AND ANY PERMIT REQUIRED FOR SUCH DISPOSAL. CULVERTS, ETC. SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR AT HIS OWN EXPENSE. HE IS RESPONSIBLE FOR 13. REMOVAL OF SPECIFIED ITEMS, INCLUDING BUT NOT LIMITED TO, PAVEMENT, SIDEWALK, CURB, CURB AND GUTTER, CONSIDERED AS INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. DEVELOPER OR MUNICIPAL ENGINEER UPON COMPLETION OF THE PROJECT. THE COST OF THIS WORK SHALL BE TILE OR DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE CONTRACTOR AND TURNED OVER TO THE ENGINEER, SEWER SYSTEM OR SHALL BE RESTORED TO PROPER OPERATING CONDITION. A RECORD OF THE LOCATION OF ALL FIELD 14. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE JOB. BY THE ENGINEER OR OWNER. BURNING ON THE SITE IS NOT PERMITTED. ACQUIRING ANY AND ALL PERMITS NECESSARY FOR THE HAULING AND DISPOSAL REQUIRED FOR CLEAN-UP AS DIRECTED PROJECT COMMENCEMENT AT NO ADDITIONAL EXPENSE TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GREASE RESIDUE, MACHINERY, TOOLS AND OTHER MISCELLANEOUS ITEMS WHICH WERE NOT PRESENT PRIOR TO 16. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL CONSTRUCTION DEBRIS, EXCESS MATERIALS, TRASH, OIL AND WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNLESS SPECIFICALLY NOTED ON THE PLANS. REMOVED DURING CONSTRUCTION SHALL BE PROMPTLY RESTORED TO THEIR RESPECTIVE ORIGINAL CONDITION. THIS 17. ALL EXISTING UTILITIES OR IMPROVEMENTS, INCLUDING WALKS, CURBS, PAVEMENT AND PARKWAYS DAMAGED OR UNDER THE PROVISIONS OF (SSRBC) ARTICLE 201.05. 18. TREES NOT MARKED FOR REMOVAL SHALL BE CONSIDERED AS DESIGNATED TO BE SAVED AND SHALL BE PROTECTED APPROVAL AND SHALL BE UNDERTAKEN IN A TIMELY FASHION SO AS NOT TO INTERFERE WITH CONSTRUCTION. 19. LIMB PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT MEETING THE OWNER'S CONTRACTOR AT HIS OWN EXPENSE OFF-SITE. 20. ALL LIMBS, BRANCHES, AND OTHER DEBRIS RESULTING FROM THIS WORK SHALL BE DISPOSED OF OFF-SITE BY THE SHALL BE PAINTED WITH AN APPROVED TREE PAINT. 21. ALL CUTS OVER 1" IN DIAMETER SHALL BE MADE FLUSH WITH THE NEXT LARGE BRANCH. WOUNDS OVER 1" IN DIAMETER CONTINUING WORK. D. IMMEDIATELY REPORT CONDITIONS THAT MAY CAUSE UNSOUND BEARING TO THE OWNER/DEVELOPER BEFORE TEMPORARY DRAINAGE DITCHES. OTHER DIVERSIONS OUTSIDE EXCAVATION LIMITS FOR EACH STRUCTURE. DO NOT USE TRENCH EXCAVATIONS AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PROVIDE AND MAINTAIN TEMPORARY DRAINAGE DITCHES AND EXCAVATIONS. CONVEY WATER REMOVED FROM EXCAVATIONS AND RAINWATER TO COLLECTING OR RUN-OFF AREAS AND DISCHARGE LINES AND OTHER DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY WATER AWAY FROM DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. PROVIDE AND MAINTAIN PUMPS, SUMPS, SUCTION WATER TO PREVENT SOFTENING OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES C. PREVENT SURFACE WATER AND SUBSURFACE OR GROUNDWATER FROM FLOWING INTO EXCAVATIONS. REMOVE PROGRESSES IN ACCORDANCE WITH OSHA AND GOVERNING AUTHORITY. REGARDLESS OF TIME PERIOD EXCAVATIONS WILL BE OPEN. CARRY DOWN SHORING AND BRACING AS EXCAVATION TO COMPLY WITH CODES AND AUTHORITIES HAVING JURISDICTION. MAINTAIN SHORING AND BRACING IN EXCAVATIONS BRACES, IN GOOD SERVICEABLE CONDITION. PROVIDE MINIMUM REQUIREMENTS FOR TRENCH SHORING AND BRACING B. PROVIDE MATERIALS FOR SHORING AND BRACING, SUCH AS SHEET PILING, UPRIGHTS, STRINGERS AND CROSS BACKFILLING. EXCAVATED. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF WHERE SLOPING IS NOT POSSIBLE EITHER BECAUSE OF SPACE RESTRICTIONS OR STABILITY OF MATERIAL A. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH CODES AND ORDINANCES HAVING JURISDICTION. SHORE AND BRACE STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS. D. AT THE CLOSE OF EACH WORKING DAY AND AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL DRAINAGE AND PRIOR TO PLACING ANY CONCRETE AFTER FORMS HAVE BEEN SET. PROCEED MUST BE OBTAINED FROM THE MUNICIPALITY PRIOR TO INSTALLING PAVEMENT BASE, BINDER, SURFACE, C. NO UNDERGROUND WORK SHALL BE COVERED UNTIL IT HAS BEEN APPROVED BY THE MUNICIPALITY. APPROVAL TO ACCEPTED. REPRESENTATIVE. FINAL PAYMENT WILL BE MADE AFTER ALL THE CONTRACTOR'S WORK HAS BEEN APPROVED AND B. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED BY THE OWNER OR HIS OF THE COST OF IMPROVEMENTS. THAT PERIOD. THIS GUARANTEE SHALL BE PROVIDED IN THE FORM OF MAINTENANCE BOND IN THE AMOUNT OF 10% SHALL BE HELD RESPONSIBLE FOR ALL DEFECTS IN MATERIALS AND WORKMANSHIP OF WHATEVER NATURE DURING A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF FINAL ACCEPTANCE OF THE PROJECT AND THE CONTRACTOR A. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR AND HIS SURETY FOR 23. FINAL ACCEPTANCE CONTRACTOR PROVIDES SAFE ACCESS. CONDITIONS, THE INSPECTOR CAN ORDER CESSATION OF THE WORK SO AFFECTED UNTIL SUCH TIME AS FEDERAL, STATE AND LOCAL. IF ACCESS IS NOT SAFE AND INSPECTIONS CANNOT BE MADE UNDER SAFE CONDITIONS COMPLYING WITH ALL PROVISIONS OF ALL APPLICABLE AND RECOGNIZED SAFETY STANDARDS, MUST AT ALL TIMES MAINTAIN A SAFE ACCESS TO THE WORK FOR INSPECTORS. "SAFE" : MEANING ON ACCOUNT OF ACTIONS TAKEN OR NOT TAKEN IN THE COURSE OF THEIR WORK. THE CONTRACTOR SPECIFICATIONS. THERE SHALL BE NO PERSONAL LIABILITY UPON ANY OFFICIAL OR EMPLOYEE OF THE MUNICIPALITY THE PROJECT SITE TO MONITOR THE QUALITY OF THE WORK AND ASSURE ITS CONFORMITY WITH THE PLANS AND ITS OFFICIALS AND EMPLOYEES ARE TO BE PROVIDED SAFE ACCESS TO ALL PHASES OF ALL WORK PERFORMED ON EMPLOYEES ARE AGENTS OF OR REPRESENTATIVES OF THE OWNER. NONE-THE-LESS, THE MUNICIPALITY, 25. IT SHALL BE UNDERSTOOD THAT NEITHER THE MUNICIPALITY, ITS OFFICIALS, CONSULTANTS, NOR ITS BEFORE STARTING WORK. NOTIFY OWNER OF ANY DISCREPANCIES. J. THE CONTRACTOR SHALL VERIFY THE SIZE AND INVERT ELEVATION OF ALL CONNECTIONS TO AVOID ANY CONFLICTS CURB. TRENCH SHALL BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL. OWNER. SLEEVES SHALL BE 6" PVC INSTALLED 36" BELOW THE TOP OF CURB AND EXTEND TWO FEET OUTSIDE THE I. SLEEVES FOR UTILITY (COMED, TELEPHONE, ETC.) STREET CROSSING, SHALL BE INSTALLED WHERE DIRECTED BY THE MAY VARY FROM PLAN GRADE.) OF THE PROJECT. (FINAL GRADES TO BE DETERMINED BY THE MUNICIPALITY AT THE TIME OF FINAL INSPECTION AND CONTRACTOR FROM ANY ADDITIONAL ADJUSTMENTS AS REQUIRED BY THE MUNICIPALITY UPON FINAL INSPECTION IS TO BE CONSIDERED INCIDENTAL. THESE ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE FINAL FINISH GRADE. THIS ADJUSTMENT IS TO BE MADE BY THE SEWER AND WATER CONTRACTOR AND THE COST H. ALL TOP OF FRAMES FOR STORM AND SANITARY SEWERS AND VALVE VAULT COVERS ARE TO BE ADJUSTED TO MEET OR FROM LEAKS IN THE WATER DISTRIBUTION SYSTEM, WILL BE REPAIRED BY THE CONTRACTOR AT HIS COST. SUBGRADE OR LOT GRADING DUE TO EXCESSIVE WATER SATURATION AND/OR EROSION FROM HYDRANT FLUSHING, USED TO DIRECT THE WATER INTO LOT AREAS OR THE STORM SEWER SYSTEM (IF AVAILABLE). DAMAGE TO THE ROAD G. HYDRANTS SHALL NOT BE FLUSHED DIRECTLY ON THE ROAD SUBGRADES. WHENEVER POSSIBLE, HOSES SHALL BE OF SILTATION WHICH NORMALLY WOULD ENTER THE STORM SEWER SYSTEM. AT REAR YARD INLET LOCATIONS, AND AT OTHER LOCATIONS SELECTED BY THE ENGINEER, TO MINIMIZE THE AMOUNT F. AFTER THE STORM SEWER SYSTEM HAS BEEN CONSTRUCTED, THE CONTRACTOR SHALL PLACE EROSION CONTROL WATERMAIN - BLUE, STORM - GREEN. EXTEND 4' ABOVE THE GROUND. THE TOP 12" OF SAID POST SHALL BE PAINTED AS FOLLOWS: SANITARY - RED, STORM SERVICE, SANITARY AND STORM MANHOLES, CATCH BASINS, INLETS AND WATER VAULTS. THE POST SHALL E. THE CONTRACTOR SHALL INSTALL A 4" X 4" X 8' (NOMINAL) POST AT THE TERMINUS OF THE SANITARY, WATER AND PIPE. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS ITEM. SHALL BE CONSIDERED INCIDENTAL TO THIS CONTRACT AND SHALL BE INCLUDED IN THE UNIT PRICE OF THE (SSRBC) SPECIFICATIONS. JETTING WITH WATER SHALL NOT BE PERMITTED. THE COST OF SUCH CONSTRUCTION MATERIAL MEETING IDOT CA-6 GRADATION. THE TRENCH BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH FROM SUBGRADE ELEVATION TO TOP OF PIPE. THE TRENCH BACKFILL SHALL CONSIST OF GRANULAR EXISTING PAVEMENTS, UTILITIES, DRIVEWAYS, AND SIDEWALKS AND EXTENDING A DISTANCE EQUAL TO A 1:1 SLOPE D. TRENCH BACKFILL WILL BE REQUIRED FOR THE FULL TRENCH DEPTH WITHIN TWO (2) FEET OF PROPOSED OR BOTTOM OF THE PIPE. THE BOTTOM OF THE PIPE AND BACKFILL WITH COMPACTED CRUSHED STONE, PROPERLY FORMED TO FIT THE SHALL (UPON APPROVAL OF THE OWNER AND/OR ENGINEER) OVER-EXCAVATE TO A DEPTH OF ONE (1) FOOT BELOW COMPRESSIVE STRENGTH LESS THAN 0.5 TSF ARE ENCOUNTERED IN SEWER CONSTRUCTION, THE CONTRACTOR UNLESS THERE IS A SPECIFIC LINE ITEM FOR DEWATERING. IN THE EVENT THAT SOFT MATERIALS WITH UNCONFINED REQUIRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE CONSIDERED EXTRA WORK C. ANY DEWATERING OF SEWER AND WATER TRENCHES AS WELL AS TEMPORARY SHEETING OR BRACING THAT MAY BE SYSTEMS CONSTRUCTED AS PART OF THIS PROJECT. MAINTAINED BY THE CONTRACTOR AT HIS EXPENSE. NO PAYMENT WILL BE MADE FOR CLEANING STRUCTURES OR DEBRIS AND DIRT. DRAINAGE STRUCTURES AND SYSTEMS CONSTRUCTED AS PART OF THIS PROJECT SHALL BE FOOT FOR SYSTEMS WHICH SHALL BE PAYMENT IN FULL FOR CLEANING, PATCHING, REMOVAL AND DISPOSAL OF SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR STRUCTURES AND CONTRACT UNIT PRICE PER LINEAL SHALL BE CLEANED OF DEBRIS AND PATCHED AS NECESSARY TO ASSURE INTEGRITY OF THE STRUCTURE. THIS WORK B. WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, EXISTING DRAINAGE STRUCTURES AND SYSTEMS INCIDENTAL TO THE COST OF THE CONTRACT. ACCESSORIES NECESSARY TO COMPLETE THE WORK MAY NOT BE SPECIFIED, BUT SHALL BE CONSIDERED AS OF TRENCHES AND COMPACTION AND TESTING AS SHOWN ON THE CONSTRUCTION PLANS. FITTINGS AND A. UNDERGROUND WORK SHALL INCLUDE TRENCHING, INSTALLATION OF PIPE, CASTINGS, STRUCTURES, BACKFILLING ABBREVIATIONS CONTACT INFORMATION GENERAL NOTES PERMITS 1 2 N.T.S. 3 4 1 2 3 4 (HEAVY DUTY) TYPICAL ASPHALT PAVEMENT SECTION GN 9636GN.dgn N.T.S. TYPICAL SIDEWALK/PEDESTRIAN PATH SECTION COMPACTED AND STABLE SUBGRADE 4" AGGREGATE BASE COURSE, TYPE B 5" PORTLAND CEMENT CONCRETE COMPACTED AND STABLE SUBGRADE 8" AGGREGATE BASE COURSE, TYPE B 2.5" HMA BINDER COURSE, IL 19.0, N50 1.5" HMA SURFACE COURSE, MIX "C", N50 OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 N:\Projects\9636\ENG\C2_9636GN.dgn Default User=smcgovern 2.5.i Packet Pg. 51 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) OH OH B O U L E V A R D B A R C L A Y FOR INFORMATIONAL PURPOSES ONLY. LANDMARK ENGINEERING LLC, DATED NOVEMBER 7, 2016 AND IS BOUNDARY PER ALTA/NSPS LAND TITLE SURVEY PREPARED BY ELEVATION = 647.08 NAVD88 NORTHEAST CORNER OF SITE. OF BARCLAY BOULEVARD AND ASPHALT SERVICE DRIVE AT THE SOUTHWEST TAG BOLT ON FIRE HYDRANT AT NORTHWEST CORNER SITE BENCHMARK: ELEVATION = 646.72 NAVD88 THE WEST SIDE OF BARKLAY BLVD. DEERFIELD PKWY. 2' EAST OF THE EAST EDGE OF SIDEWALK ON OF BARCLAY BLVD. AND 100' NORTH OF THE CENTERLINE OF BRASS MONUMENT SET IN CONCRETE 36' WEST OF THE CENTERLINE VILLAGE OF BUFFALO GROVE STATION VBG BM 81 ELEVATION = 648.11 NAVD88 PARKWAY APPROXIMATELY 1275' WEST OF MILWAUKEE AVENUE. BRASS MONUMENT LOCATED ON THE NORTH SIDE OF BUSCH VILLAGE OF BUFFALO GROVE STATION VBG BM 57 SOURCE BENCHMARK: 0 20 SCALE 1" = 20' 40 N LAST DATE OF FIELD WORK: JANUARY 9, 2017. PLAN FLOW DIRECTION IS SHOWN. INDICATE OTHERWISE, IN WHICH CASE THE EXISTING ON FIELD INVERT ELEVATIONS UNLESS EXISTING PLANS PIPE FLOW DIRECTIONS, IF SHOWN, ARE BASED LOCATION, FIELD EXCAVATE. NOT BE COMPLETELY ACCURATE. FOR MORE ACCURATE LOCATIONS ARE APPROXIMATE AND SUSPECTED AND MAY COMPANY FIELD STAKES AND, THEREFORE, THEIR EVIDENCE FOUND ON THE SURFACE AND/OR FROM UTILITY UNDERGROUND UTILITIES ARE SHOWN BY USING PHYSICAL NOTE:LEGEND 680 STORM SEWER SANITARY SEWER WATER MAIN SANITARY MANHOLE STORM MANHOLE CATCH BASIN INLET FIRE HYDRANT VALVE AND VAULT FLARED END SECTION STREET LIGHT UTILITY POLE GAS MAIN FENCE MAILBOX SIGN CONTOUR SPRINKLER HEAD CABLE TV UPRIGHT TELEPHONE UPRIGHT GAS VALVE HAND HOLE BUSH TRAFFIC SIGNAL UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE OVERHEAD WIRE(S) ON UTILITY POLES 999.99 TREE WITH SIZE 12" FIR TREE WITH SIZE12" ELECTRIC MANHOLE TELEPHONE MANHOLE TRAFFIC SIGNAL BOX GUARDRAIL WATER VALVE UNDERGROUND CATV LINE RAILROAD SOIL BORING ASPHALT CONCRETE BOLLARD ELECTRIC UPRIGHT AUXILARY VALVE WELL FIBER OPTIC LINE COMBINED SEWER UNIDENTIFIED MANHOLE SPOT ELEVATION PK / MAG NAIL RIGHT-OF-WAY MONUMENT DISC IRON / STEEL ROD IRON PIPE CUT CROSS RAILROAD SPIKE GRAVEL E T T E C W G U W W G G T T E E CATV FO FO WETLAND LIMITS EDGE OF WATER B B BOX 1 0 3 / 2 3 / 1 7 N E W V I L L A G E B E N C H M A R K C3 3 C3_9636ET.dgn E X I S T I N G C O N D I T I O N S 9" 13" 8" 8" 8" VAULT UTILITY CONC PAD TRANS ON AT&T CONC PAD TRANS ON CONC PAD TRANS ON AT&T CONC PAD METER ON AT&T "STOP" METAL SIGN "SIEMENS" WOOD SIGN "FOR SALE" INSTRUCTIONS" "SEMI WALL CONC WING I=643.75,18"RCP WALL CONC WING I=638.54,12"RCP BOATING/FISHING..." "NO S,E I=634.17,18"DIP R=646.12 E I=634.78,18"DIP W I=634.78,18"DIP R=646.28 STRUCTURE VEHICLE OVER R=648.35 STRUCTURE VEHICLE OVER R=648.49 W,E I=640.71,12"RCP R=644.66 E I=641.05,12"RCP N I=642.05,6"PVC S I=642.15,6"PVC R=644.80 W,E I=639.88,12"RCP R=644.93 E I=639.98,12"RCP N,S I=642.03,6"PVC R=644.98 E I=640.74,12"RCP N,S I=642.79,6"PVC R=645.24 E,W I=640.29,12"RCP R=645.29 NE I=642.62,10"RCP R=645.27 S I=642.78,12"RCP SW I=643.98,6"PVC NE I=644.08,6"PVC R=646.33 E,W I=642.36,18"RCP SE I=642.66,10"RCP R=646.06 NW I=642.62,10"RCP R=645.12 N,S T/PIPE=640.45 R=645.60 OF 01/09/2017 EDGE OF WATER AS PIN FLAGS GROVE SEWER" "BUFFALO CONC PAD RAISED TRANS ON AT&T T/WALL=645.33 T/WALL=645.08 T/WALL=641.12 T/WALL=641.06 T/WALL=639.60 T/WALL=639.54 BENCHMARK SITE OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 639 639 640 640 641 641 642 642 643 643 6 4 4 644 644 FL=644.72 EP=644.82 FL=644.85 FL=644.89 EP=644.91 TC=644.92 FL=644.92 TC=644.93T C = 6 4 4.9 4 FL=644.95 EP=644.98 6 4 5 6 4 5 6 4 5 645 645 645 6 4 5 FL=645.01 EP=645.04 FL=645.05 FL=645.05 EP=645.08 EP=645.08 TC=645.08 EP=645.09 FL=645.09 EP=645.11 EP=645.11 FL=645.11 645.13 TC=645.13 FL=645.14 TC=645.18 645.20 TC=645.20 FL=645.20 FL=645.21 FL=645.24 FL=645.26 FL=645.26 FL=645.27 645.28 TC=645.28 TC=645.29 EP=645.29 EP=645.30 645.32 645.33 EP=645.33 EP=645.34 FL=645.34 645.35 TC=645.35 FL=645.36 EP=645.36 FL=645.37 EP=645.37 TC=645.37 645.38 TC=645.38 FL=645.38 TC=645.38 FL=645.39 TC=645.39 F L=645.40 EP=645.41 TC=645.41 EP=645.42 EP=645.44 645.44 TC=645.46 TC=645.48 645.49 6 4 5 .5 0 FL=645.51 645.52 645.53 FL=645.54 645.55 TC=645.55 645.56 FL=645.57 TC=645.58 645.58 TC=645.59 TC=645.60 TC=645.60 TC=645.61 6 4 5. 6 1 TC=645.61 FL=645.61 EP=645.63 TC=645.65 6 4 5 .6 5 645.66 645.66 TC=645.66 645.66 TC=645.66 6 4 5 .6 7 645.68 6 4 5 .6 9 645.69 FL=645.69 6 4 5 .7 1 TC=645.71 TC=645.726 4 5 . 7 2 645.73 TC=645.74 6 4 5 .7 4 645.74 T C =6 4 5 .7 5 EP=645.75 TC=645.76 6 4 5 .7 8 6 4 5 .7 9 TC=645.79 6 4 5 .8 0 6 4 5 .8 1 645.81 TC=645.81 6 4 5 .8 2 645.82 6 4 5 .8 3 FL=645.83 TC=645.83 TC=645.85 TC=645.85 TC=645.86 FL=645.88 TC=645.88 6 4 5 .8 8 T C =645.89 6 4 5 .8 9 6 4 5 .8 9 TC=645.90 EP=645.91 TC=645.91 645.92 645.93 6 4 5 .9 3 FL=645.94 EP=645.94 FL=645.94 EP=645.95 6 4 5. 9 6 6 4 6 646 6 4 6 646 646 646 646 646 6 4 6 6 4 6 6 4 6 646 646.03 646.04 646.05646.06 C TC=646.06 TC=646.07 646.07 TC=646.08 646.10 TC=646.12 TC=646.14 TC=646.18 646.20 646.20 646.21 T C =6 4 6 .2 1646.22 646.23 EP=646.23 TC=646.25 TC=646.30 FL=646.31 EP=646.35 TC=646.36 FL=646.40 FL=646.41 646.41 TC=646.45 646.45 TC=646.46 EP=646.47 EP=646.51 FL=646.56 646.58 EP=646.58 FL=646.59 FL=646.61 FL=646.67 EP=646.72 FL=646.76 646.76 646.78 TC=646.79 EP=646.82 TC=646.86 TC=646.88 TC=646.89 TC=646.91 EP=646.95 FL=646.97 FL=646.97 TC=646.98 TC=646.98 6 4 7 647 647 647 647 647 647 647 647 647 647 EP=647.00 FL=647.04 EP=647.07 647.09 TC=647.16 TC=647.16 FL=647.17 EP=647.18 647.19 TC=647.21 FL=647.22 EP=647.22 6 4 7 .2 3 647.24 6 4 7 .2 6 TC=647.33 647.35 TC=647.38 TC=647.43 TC=647.44 647.44 TC=647.45 TC=647.45 647.46 647.47 6 4 7. 4 9 TC=647.51 EP=647.56 TC=647.57 TC=647.59 FL=647.59 FL=647.75 647.76 TC=647.76 EP=647.78 TC=647.82 TC=647.87 FL=647.87 EP=647.89 6 4 8 64 8 648 648 648 648 648 6 4 8 64 8 648 648 645 648.03 TC=648.11 EP=648.12 FL=648.12 TC=648.12 FL=648.28 TC=648.28EP=648.32 EP=648.40 TC=648.41 FL=648.41 648.42 EP=648.47 EP=648.51 FL=648.53 FL=648.57 TC=648.63 FL=648.74 TC=648.75 TC=648.77 EP=648.79 FL=648.89 EP=648.90 FL=648.90 TC=648.93 648.94 648.96 FL=648.99 EP=649.00 6 4 9 6 4 9 649 649 6 4 9 649 649 649 64 9 6 4 9 EP=649.01 EP=649.01 FL=649.02 EP=649.03 EP=649.03 FL=649.03 TC=649.07 FL=649.07 TC=649.07 EP=649.10 649.10 FL=649.12 EP=649.15 649.16 FL=649.16 TC=649.22649.22 649.24 EP=649.29 TC=649.29 FL=649.30 EP=649.30 TC=649.34 FL=649.38 TC=649.39 649.45 TC=649.53 FL=649.53 TC=649.54 TC=649.55 EP=649.55 FL=649.55 EP=649.56 649.57 TC=649.57 TC=649.58 649.60 TC=649.68 649.70 TC=649.71 649.71 TC=649.76 649.78 EP=649.79 EP=649.80FL=649.80 TC=649.86 FL=649.86 TC=649.98 650 650 6 5 0 6 5 0 6 5 0 650 650 TC=650.03 TC=650.03 TC=650.35 TC=650.36 TC=650.47 6 5 1 6 5 1 651 651 6 5 1 651 651 6" N:\Projects\9636\ENG\C3_9636ET.dgn Default User=smcgovern 2.5.i Packet Pg. 52 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 9" 13" 8" 8" 8" VAULT UTILITY CONC PAD TRANS ON AT&T CONC PAD TRANS ON CONC PAD TRANS ON AT&T CONC PAD METER ON AT&T "STOP" METAL SIGN "SIEMENS" WOOD SIGN "FOR SALE" INSTRUCTIONS" "SEMI WALL CONC WING I=643.75,18"RCP WALL CONC WING I=638.54,12"RCP BOATING/FISHING..." "NO S,E I=634.17,18"DIP R=646.12 E I=634.78,18"DIP W I=634.78,18"DIP R=646.28 STRUCTURE VEHICLE OVER R=648.35 STRUCTURE VEHICLE OVER R=648.49 W,E I=640.71,12"RCP R=644.66 E I=641.05,12"RCP N I=642.05,6"PVC S I=642.15,6"PVC R=644.80 W,E I=639.88,12"RCP R=644.93 E I=639.98,12"RCP N,S I=642.03,6"PVC R=644.98 E I=640.74,12"RCP N,S I=642.79,6"PVC R=645.24 E,W I=640.29,12"RCP R=645.29 NE I=642.62,10"RCP R=645.27 S I=642.78,12"RCP SW I=643.98,6"PVC NE I=644.08,6"PVC R=646.33 E,W I=642.36,18"RCP SE I=642.66,10"RCP R=646.06 NW I=642.62,10"RCP R=645.12 N,S T/PIPE=640.45 R=645.60 OF 01/09/2017 EDGE OF WATER AS PIN FLAGS GROVE SEWER" "BUFFALO CONC PAD RAISED TRANS ON AT&T T/WALL=645.33 T/WALL=645.08 T/WALL=641.12 T/WALL=641.06 T/WALL=639.60 T/WALL=639.54 BENCHMARK SITE 639 639 640 640 641 641 642 642 643 643 6 4 4 644 644 FL=644.72 EP=644.82 FL=644.85 FL=644.89 EP=644.91 TC=644.92 FL=644.92 TC=644.93T C = 6 4 4. 9 4 FL=644.95 EP=644.98 6 4 5 6 4 5 6 4 5 645 645 645 6 4 5 FL=645.01 EP=645.04 FL=645.05 FL=645.05 EP=645.08 EP=645.08 TC=645.08 EP=645.09 FL=645.09 EP=645.11 EP=645.11 FL=645.11 645.13 TC=645.13 FL=645.14 TC=645.18 645.20 TC=645.20 FL=645.20 FL=645.21 FL=645.24 FL=645.26 FL=645.26 FL=645.27 645.28 TC=645.28 TC=645.29 EP=645.29 EP=645.30 645.32 645.33 EP=645.33 EP=645.34 FL=645.34 645.35 TC=645.35 FL=645.36 EP=645.36 FL=645.37 EP=645.37 TC=645.37 645.38 TC=645.38 FL=645.38 TC=645.38 FL=645.39 TC=645.39 F L=645.40 EP=645.41 TC=645.41 EP=645.42 EP=645.44 645.44 TC=645.46 TC=645.48 645.49 6 4 5 .5 0 FL=645.51 645.52 645.53 FL=645.54 645.55 TC=645.55 645.56 FL=645.57 TC=645.58 645.58 TC=645.59 TC=645.60 TC=645.60 TC=645.61 6 4 5.6 1 TC=645.61 FL=645.61 EP=645.63 TC=645.65 6 4 5 .6 5 645.66 645.66 TC=645.66 645.66 TC=645.66 6 4 5 .6 7 645.68 6 4 5 .6 9 645.69 FL=645.69 6 4 5 .7 1 TC=645.71 TC=645.726 4 5 . 7 2 645.73 TC=645.74 6 4 5 .7 4 645.74 T C =6 4 5 .7 5 EP=645.75 TC=645.76 6 4 5 .7 8 6 4 5 .7 9 TC=645.79 6 4 5 .8 0 6 4 5 .8 1 645.81 TC=645.81 6 4 5 .8 2 645.82 6 4 5 .8 3 FL=645.83 TC=645.83 TC=645.85 TC=645.85 TC=645.86 FL=645.88 TC=645.88 6 4 5 .8 8 T C =645.89 6 4 5 .8 9 6 4 5 .8 9 TC=645.90 EP=645.91 TC=645.91 645.92 645.93 6 4 5 .9 3 FL=645.94 EP=645.94 FL=645.94 EP=645.95 6 4 5. 9 6 6 4 6 646 6 4 6 646 646 646 646 646 6 4 6 6 4 6 6 4 6 646 646.03 646.04 646.05646.06 C TC=646.06 TC=646.07 646.07 TC=646.08 646.10 TC=646.12 TC=646.14 TC=646.18 646.20 646.20 646.21 T C =6 4 6 .2 1646.22 646.23 EP=646.23 TC=646.25 TC=646.30 FL=646.31 EP=646.35 TC=646.36 FL=646.40 FL=646.41 646.41 TC=646.45 646.45 TC=646.46 EP=646.47 EP=646.51 FL=646.56 646.58 EP=646.58 FL=646.59 FL=646.61 FL=646.67 EP=646.72 FL=646.76 646.76 646.78 TC=646.79 EP=646.82 TC=646.86 TC=646.88 TC=646.89 TC=646.91 EP=646.95 FL=646.97 FL=646.97 TC=646.98 TC=646.98 6 4 7 647 647 647 647 647 647 647 647 647 647 EP=647.00 FL=647.04 EP=647.07 647.09 TC=647.16 TC=647.16 FL=647.17 EP=647.18 647.19 TC=647.21 FL=647.22 EP=647.22 6 4 7 .2 3 647.24 6 4 7 .2 6 TC=647.33 647.35 TC=647.38 TC=647.43 TC=647.44 647.44 TC=647.45 TC=647.45 647.46 647.47 6 4 7. 4 9 TC=647.51 EP=647.56 TC=647.57 TC=647.59 FL=647.59 FL=647.75 647.76 TC=647.76 EP=647.78 TC=647.82 TC=647.87 FL=647.87 EP=647.89 6 4 8 648 648 648 648 648 648 6 4 8 6 48 648 648 645 648.03 TC=648.11 EP=648.12 FL=648.12 TC=648.12 FL=648.28 TC=648.28EP=648.32 EP=648.40 TC=648.41 FL=648.41 648.42 EP=648.47 EP=648.51 FL=648.53 FL=648.57 TC=648.63 FL=648.74 TC=648.75 TC=648.77 EP=648.79 FL=648.89 EP=648.90 FL=648.90 TC=648.93 648.94 648.96 FL=648.99 EP=649.00 6 4 9 6 4 9 649 649 6 4 9 649 649 649 6 49 6 4 9 EP=649.01 EP=649.01 FL=649.02 EP=649.03 EP=649.03 FL=649.03 TC=649.07 FL=649.07 TC=649.07 EP=649.10 649.10 FL=649.12 EP=649.15 649.16 FL=649.16 TC=649.22649.22 649.24 EP=649.29 TC=649.29 FL=649.30 EP=649.30 TC=649.34 FL=649.38 TC=649.39 649.45 TC=649.53 FL=649.53 TC=649.54 TC=649.55 EP=649.55 FL=649.55 EP=649.56 649.57 TC=649.57 TC=649.58 649.60 TC=649.68 649.70 TC=649.71 649.71 TC=649.76 649.78 EP=649.79 EP=649.80FL=649.80 TC=649.86 FL=649.86 TC=649.98 650 650 6 5 0 6 5 0 6 5 0 650 650 TC=650.03 TC=650.03 TC=650.35 TC=650.36 TC=650.47 6 5 1 6 5 1 651 651 6 5 1 651 651 6" 18' 18' 9 4 ' 8 3 . 2 7 ' 24' 24.5' 1 5 ' 44 PARKING SPOT COUNT 3 20 14 3 9 ' 2 5 ' 25' 25' 1 6 ' 34.03' NOTES: 6. SEE ARCHITECTURAL DRAWINGS FOR DESIGN AND DETAILS OF THE BUILDINGS ACCESSIBILITY CODE. 5. ALL ACCESSIBLE PARKING SPACE SIGNAGE SHALL CONFORM TO ILLINOIS 4. ALL PAVEMENT MARKINGS SHALL BE PAINT THERMOPLASTIC. 3. SEE SHEET GN1 FOR PAVEMENT SECTION DETAILS. 2. ALL CURBS AND GUTTERS ARE STANDARD REVERSED PITCH UNLESS OTHERWISE NOTED. 1. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. N 0 20 SCALE 1" = 20' 40 G E O M E T R I C P L A N 9636_GM.DGN 4 GM MONUMENT SIGN 4.7' R 167' 4. 5'R 2.5' R . 5'R 4.7'R 2.5' R 2'R BOLLARD (SEE DETAIL SHEET DET02) DEPRESSED CURB & GUTTER REVERSE PITCH CURB HC RAMP (5' WIDE UNLESS NOTED) CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE PAVEMENT OR APRON HEAVY DUTY PAVEMENT LEGEND 2. 5'R 4.5' R 5 5 5 5 55 5 0 50 5 0 50 50 50 5 6 5 6 5 7 5 7 5 4 5 4 5 4 53 53 52 52 5 2 5 1 5 1 51 4 9 4 9 4 8 49 4 9 4 8 4 7 47 4 6 4 6 2 0 8 . 4 5 ' 453.99' 2 0 7 . 8 0 ' 441.69' 48 49 49 47 47 46 46 103 1/2" 645.80 104 CROSS 645.80 107 CROSS 645.84 105 CROSS 645.88 106 CROSS 645.92 110 1/2" 646.58 109 1/2" 649.25108 CROSS 649.82 OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 N:\Projects\9636\ENG\C4_9636GM.dgn Default User=smcgovern 2.5.i Packet Pg. 53 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 9" 13" 8" 8" 8" VAULT UTILITY CONC PAD TRANS ON AT&T CONC PAD TRANS ON CONC PAD TRANS ON AT&T CONC PAD METER ON AT&T "STOP" METAL SIGN "SIEMENS" WOOD SIGN "FOR SALE" INSTRUCTIONS" "SEMI WALL CONC WING I=643.75,18"RCP WALL CONC WING I=638.54,12"RCP BOATING/FISHING..." "NO S,E I=634.17,18"DIP R=646.12 E I=634.78,18"DIP W I=634.78,18"DIP R=646.28 STRUCTURE VEHICLE OVER R=648.35 STRUCTURE VEHICLE OVER R=648.49 W,E I=640.71,12"RCP R=644.66 E I=641.05,12"RCP N I=642.05,6"PVC S I=642.15,6"PVC R=644.80 W,E I=639.88,12"RCP R=644.93 E I=639.98,12"RCP N,S I=642.03,6"PVC R=644.98 E I=640.74,12"RCP N,S I=642.79,6"PVC R=645.24 E,W I=640.29,12"RCP R=645.29 NE I=642.62,10"RCP R=645.27 S I=642.78,12"RCP SW I=643.98,6"PVC NE I=644.08,6"PVC R=646.33 E,W I=642.36,18"RCP SE I=642.66,10"RCP R=646.06 NW I=642.62,10"RCP R=645.12 N,S T/PIPE=640.45 R=645.60 OF 01/09/2017 EDGE OF WATER AS PIN FLAGS GROVE SEWER" "BUFFALO CONC PAD RAISED TRANS ON AT&T T/WALL=645.33 T/WALL=645.08 T/WALL=641.12 T/WALL=641.06 T/WALL=639.60 T/WALL=639.54 BENCHMARK SITE 639 639 640 640 641 641 642 642 643 643 6 4 4 644 644 FL=644.72 EP=644.82 FL=644.85 FL=644.89 EP=644.91 TC=644.92 FL=644.92 TC=644.93T C = 6 4 4.9 4 FL=644.95 EP=644.98 6 4 5 6 4 5 6 4 5 645 645 645 6 4 5 FL=645.01 EP=645.04 FL=645.05 FL=645.05 EP=645.08 EP=645.08 TC=645.08 EP=645.09 FL=645.09 EP=645.11 EP=645.11 FL=645.11 645.13 TC=645.13 FL=645.14 TC=645.18 645.20 TC=645.20 FL=645.20 FL=645.21 FL=645.24 FL=645.26 FL=645.26 FL=645.27 645.28 TC=645.28 TC=645.29 EP=645.29 EP=645.30 645.32 645.33 EP=645.33 EP=645.34 FL=645.34 645.35 TC=645.35 FL=645.36 EP=645.36 FL=645.37 EP=645.37 TC=645.37 645.38 TC=645.38 FL=645.38 TC=645.38 FL=645.39 TC=645.39 F L=645.40 EP=645.41 TC=645.41 EP=645.42 EP=645.44 645.44 TC=645.46 TC=645.48 645.49 6 4 5 .5 0 FL=645.51 645.52 645.53 FL=645.54 645.55 TC=645.55 645.56 FL=645.57 TC=645.58 645.58 TC=645.59 TC=645.60 TC=645.60 TC=645.61 6 4 5. 6 1 TC=645.61 FL=645.61 EP=645.63 TC=645.65 6 4 5 .6 5 645.66 645.66 TC=645.66 645.66 TC=645.66 6 4 5 .6 7 645.68 6 4 5 .6 9 645.69 FL=645.69 6 4 5 .7 1 TC=645.71 TC=645.726 4 5 . 7 2 645.73 TC=645.74 6 4 5 .7 4 645.74 T C =6 4 5 .7 5 EP=645.75 TC=645.76 6 4 5 .7 8 6 4 5 .7 9 TC=645.79 6 4 5 .8 0 6 4 5 .8 1 645.81 TC=645.81 6 4 5 .8 2 645.82 6 4 5 .8 3 FL=645.83 TC=645.83 TC=645.85 TC=645.85 TC=645.86 FL=645.88 TC=645.88 6 4 5 .8 8 T C =645.89 6 4 5 .8 9 6 4 5 .8 9 TC=645.90 EP=645.91 TC=645.91 645.92 645.93 6 4 5 .9 3 FL=645.94 EP=645.94 FL=645.94 EP=645.95 6 4 5. 9 6 6 4 6 646 6 4 6 646 646 646 646 646 6 4 6 6 4 6 6 4 6 646 646.03 646.04 646.05646.06 C TC=646.06 TC=646.07 646.07 TC=646.08 646.10 TC=646.12 TC=646.14 TC=646.18 646.20 646.20 646.21 T C =6 4 6 .2 1646.22 646.23 EP=646.23 TC=646.25 TC=646.30 FL=646.31 EP=646.35 TC=646.36 FL=646.40 FL=646.41 646.41 TC=646.45 646.45 TC=646.46 EP=646.47 EP=646.51 FL=646.56 646.58 EP=646.58 FL=646.59 FL=646.61 FL=646.67 EP=646.72 FL=646.76 646.76 646.78 TC=646.79 EP=646.82 TC=646.86 TC=646.88 TC=646.89 TC=646.91 EP=646.95 FL=646.97 FL=646.97 TC=646.98 TC=646.98 6 4 7 647 647 647 647 647 647 647 647 647 647 EP=647.00 FL=647.04 EP=647.07 647.09 TC=647.16 TC=647.16 FL=647.17 EP=647.18 647.19 TC=647.21 FL=647.22 EP=647.22 6 4 7 .2 3 647.24 6 4 7 .2 6 TC=647.33 647.35 TC=647.38 TC=647.43 TC=647.44 647.44 TC=647.45 TC=647.45 647.46 647.47 6 4 7. 4 9 TC=647.51 EP=647.56 TC=647.57 TC=647.59 FL=647.59 FL=647.75 647.76 TC=647.76 EP=647.78 TC=647.82 TC=647.87 FL=647.87 EP=647.89 6 4 8 64 8 648 648 648 648 648 6 4 8 64 8 648 648 645 648.03 TC=648.11 EP=648.12 FL=648.12 TC=648.12 FL=648.28 TC=648.28EP=648.32 EP=648.40 TC=648.41 FL=648.41 648.42 EP=648.47 EP=648.51 FL=648.53 FL=648.57 TC=648.63 FL=648.74 TC=648.75 TC=648.77 EP=648.79 FL=648.89 EP=648.90 FL=648.90 TC=648.93 648.94 648.96 FL=648.99 EP=649.00 6 4 9 6 4 9 649 649 6 4 9 649 649 649 64 9 6 4 9 EP=649.01 EP=649.01 FL=649.02 EP=649.03 EP=649.03 FL=649.03 TC=649.07 FL=649.07 TC=649.07 EP=649.10 649.10 FL=649.12 EP=649.15 649.16 FL=649.16 TC=649.22649.22 649.24 EP=649.29 TC=649.29 FL=649.30 EP=649.30 TC=649.34 FL=649.38 TC=649.39 649.45 TC=649.53 FL=649.53 TC=649.54 TC=649.55 EP=649.55 FL=649.55 EP=649.56 649.57 TC=649.57 TC=649.58 649.60 TC=649.68 649.70 TC=649.71 649.71 TC=649.76 649.78 EP=649.79 EP=649.80FL=649.80 TC=649.86 FL=649.86 TC=649.98 650 650 6 5 0 6 5 0 6 5 0 650 650 TC=650.03 TC=650.03 TC=650.35 TC=650.36 TC=650.47 6 5 1 6 5 1 651 651 6 5 1 651 651 6" 47.3 47.8 47.5 48.0 47.0 47.5 47.5 48.0 47.0 47.5 49.0 49.5 49.9 50.5 48.0 48.5 48.7 49.2 48.6 49.1 48.7 49.2 50.0 50.5 47.8 48.3 48.5 49.0 48.5 49.0 49.6 50.1 49.6 50.1 49.6 50.1 49.249.4 50.851.0 48.8 49.6 50.1 49.3 49.3 50.4 47.9 48.4 47.6 48.1 48.3 48.8 48.8 49.3 49.0 49.5 I=44.3 S R=46.8 A2D,1P I-100 W/ PAVEMENT PATCH 2'X28' SAW CUT I= 46.0 I (EX.)=634.6 W,E 18" RCP LATERAL WYE SANITARY SEWER 125'-12"@ 0.6% 96'-6" PVC SDR 26"@ 10.00% 117'-12" RCP@ 3.3% 6" INLET DRAIN I=43.55 N,W R=47.3 A4D,1P CB-102 N 0 20 SCALE 1" = 20' 40 XX.XX XX.XX F/F LEGEND EDGE OF PAVEMENT TOP OF CURB LOCAL DRAINAGE DIVIDE 100-YEAR OVERLAND FLOW ROUTE LOCAL DRAINAGE FINISHED FLOOR NOTES: EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 3. ALL SPOT GRADES ALONG CURB LINE ARE UNLESS NOTED OTHERWISE. 2. ALL CURB AND GUTTER IS STANDARD PITCH 1. ADD 600 TO ELEVATIONS SHOWN AS XX.XX. STRUCTURE NUMBER DIAMETER & SIZE OF STRUCTURE M-100 A4D,1P I = INLET CB = CATCH BASIN M = MANHOLE STORM STRUCTURE ABBREVIATIONS FRAME AND LID TYPE STORM STRUCTURE LEGEND E = FLARED END SECTION TYPE OF STRUCTURE STRUCTURE ABBREVIATION G R A D I N G A N D U T I L I T Y P L A N 9636_GRUT.DGN 5 I=46.56 CLEANOUT I=39.2S I=39.6 E I=45.85 NW R=48.3 A4D,1P CB-103 I=47.5 6" INLET DRAIN 94'-6" PVC@ 1.0% 71'-12" PVC@ 1.0% 129'-6" PVC@ 1.09%I=45.4 R=50.0 SS MH- 100 GRUT FOR DETAIL SEE SHEET C11 I=39.2 R=48.3 A4D,1C CDS I= 47.5 I=41.7 N,S (EXISTING) I=46.1 W R=49.1 4D,1P M-200 NOTES: GASKET OR APPROVED EQUAL. 7. ALL RESTRAINED WATER MAIN JOINTS SHALL BE U.S. PIPE "FIELD LOK" 6. DESIGN OF WIRING AND CIRCUITRY OF LIGHTING WILL BE BY OTHERS. 1P - INLET, CATCH BASIN-NEENAH R-2504-C WITH TYPE "G" GRATE 1C - MANHOLE-NEENAH R-2504-C FRAME WITH TYPE "B" CLOSED LID 5. FRAME AND GRATE/LID FOR STORM SEWER STRUCTURES 4. INDICATES TRENCH BACKFILL REQUIRED. FITTINGS. MEGALUGS AND THRUST BLOCKS ARE REQUIRED FOR ALL WATERMAIN 3. ALL WATER MAINS SHALL BE PVC AWWA C909 UNLESS NOTED OTHERWISE. 2. ALL SANITARY SEWERS SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE. 1. ALL STORM SEWERS SHALL BE RCP CL-IV UNLESS NOTED OTHERWISE. WATERMAIN PRIOR TO CONNECTION VERIFY LOCATION OF EXISTING CONTRACTOR TO FIELD R=45.66 VV-1 ,48" GR=47.65 FH-1 R=47.55 VV-1, 6" @ 1.0% 25'-6" PVC OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 5 5 5 5 55 5 0 50 5 0 50 50 50 5 6 5 6 5 7 5 7 5 4 5 4 5 4 53 53 52 52 5 2 5 1 5 1 51 4 9 4 9 4 8 4 9 4 9 4 8 4 7 47 4 6 4 6 2 0 8 . 4 5 ' 453.99' 2 0 7 . 8 0 ' 441.69' F/F= 51.0 PLAN FOR DETAIL) (SEE LANSCAPING BERM 6 4 5 FEMA BFE=645' 48 49 49 47 47 46 46 N:\Projects\9636\ENG\C5_9636GRUT.dgn Default User=smcgovern 2.5.i Packet Pg. 54 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) the direction of the Engineer and/or Primary Contact. construction site should be cleaned as needed, utilizing a street sweeper or bucket-type endloader or scraper at Street cleaning should also be used as necessary to control dust. Paved areas that have soil on them from the approval of the Engineer and/or Primary Contact. watering) is necessary, alternative dust suppressant controls should be implemented at the discretion and If field observations indicate that additional protection from wind erosion (in addition to, or in place of erosion. daily (or more frequently) to be effective. Caution should be used not to overwater, as that may cause (or available) for sprinkling/irrigation to limit the amount of dust leaving the site. Watering should be applied accomplish control when temporary dust control measures are used. A water truck should be present on site Dust control should be implemented on site as necessary. Repetitive treatment should be applied as needed to O. Dust Control - litter - concrete and concrete trucks - landscape waste - construction debris - raw materials (e.g., bagged portland cement) - fertilizers - detergents - solvents - tar - adhesives - oil or other petroleum products - chemical storage areas - waste containers - staging areas - fuel tanks - portable sanitary stations - sediment from disturbed soils - U.S. Army Corps of Engineers - IEPA - County Agency and/or SWCD (be specific) - Municipality (be specific) - other measures - erosion control blanket - temporary seeding - permanent seeding - other measures - sediment traps (provide locations and dimensions in plan set) - silt fence - stabilized construction entrance PLAN CODE: properly. remove the structure and all unstable sediment. Grade the area to blend with the adjoining areas and stabilize structure for damage from erosion or piping. After all sediment-producing areas have been permanently stabilized, design depth of the permanent pool. Place the sediment that is removed in a designated disposal area. Check the Remove sediment and restore the trap to its original dimensions when the sediment has accumulated to one-half the Temporary sediment traps: Temporary sediment traps should be inspected after each period of significant rainfall. stone and sediment. The sediment tracked onto the public right-of-way should be removed immediately. sediment onto public streets. Maintenance includes top dressing with additional stone and removing top layers of Stabilized construction entrance: The stabilized construction entrances should be maintained to prevent tracking of for areas where silt fence continually fails. of any sediment that has accumulated on the silt fence. Alternative sediment control measures should be considered from the fence base when the sediment reaches one-half the fence height. During final stabilization, properly dispose and tears along the length of the fence. Deficiencies should be repaired immediately. Remove accumulated sediments Silt fence: Silt fences should be inspected regularly for undercutting where the fence meets the ground, overtopping, a sediment discharge. The bags should be inspected frequently and repaired or replaced as needed. sensitive on-site areas, and should be placed in an area that allows for the bag to be removed without producing Sediment filter bags: Sediment filter bags should be installed on pump outlet hoses that discharge off site or to accomplish control. Dust control: When temporary dust control measures are used, repetitive treatment should be applied as needed to Specifications. erosion and sediment control measures and other protective measures identified in the SESC Plan and Standard following is a description of procedures that should be used to maintain, in good and effective operating condition, effectiveness. This includes prompt and effective repair and/or replacement of deficient control measures. The Maintenance of the controls incorporated into this project should be performed as needed to assure their continued 3. MAINTENANCE CONTRACTOR CERTIFICATION PROJECT: PERMIT #: ILR10 DATE TELEPHONE NUMBER THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT (ILR10) I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE - other measures - infiltration trenches - vegetated swales - retention basins - detention basins (wet basins, dry basins, etc.) measures include: in IEPA's Illinois Urban Manual, Federal, State, and/or Local Requirements. The storm water management 1) The practices selected for implementation were determined on the basis of technical guidance contained The installation of these devices may be subject to Section 404 of the Clean Water Act. the pollutants in storm water discharges that will occur after the construction operations have been completed. Provided below is a description of measures that will be installed during the construction process to control D. Storm Water Management present prior to the initiation of construction activities). are maintained and protected (e.g., maintenance of hydrologic conditions, such as the hydroperiod and hydrodynamics flow from the structure to a watercourse so that the natural, physical, and biological characteristics and functions at discharge locations and along the length of any outfall channel as necessary to provide a non-erosive velocity 2) Velocity dissipation devices, such as rip-rap aprons at flared end sections or level spreaders, shall be placed needed. Vehicles hauling erodible material to and from the construction site should be covered with a tarp. top dressing the stabilized entrance with additional stone and removing top layers of stone and sediment, as swept as needed to reduce excess sediment, dirt, or stone tracked from the site. Maintenance may include construction entrance(s) should be installed to help reduce vehicle tracking of sediments. Streets should be The site should have one or more stabilized construction entrances in conformance with the Plan details. Stabilized M. Off-Site Vehicle Tracking Additional control measures may be installed at the outlet area at the discretion of the Primary Contact or Engineer. Stabilized conveyance channels should be installed to direct water to the desired location as applicable. filter bag, or both. Adequate erosion controls should be used during de-watering operations as necessary. operations may be discharged to a stabilized area that consists of an energy dissipating device (e.g., stone), sediment in a stabilized sump pit or floated at the surface of the water in order to limit the amount of sediment intake. Pumping areas, Waters of the State, or to a storm sewer system (in accordance with Local permits). Inlet hoses should be placed During de-watering/pumping operations, only uncontaminated water should be allowed to discharge to protected natural L. De-Watering Operations and should not be discharged to the storm sewer or waterbody. Excess materials should be disposed of according to the manufacturer's instructions or State and Local regulations, - Contractors should follow the manufacturer's recommendations for proper use, storage, and disposal of materials. - Petroleum products should be stored in tightly sealed and clearly labeled containers. chance of leakage. - On-site vehicles should be monitored for leaks and should receive regular preventative maintenance to reduce the the following minimum practices should be followed to reduce the risk of spills: In addition to the good housekeeping and other management practices discussed in the previous sections of these Notes, personal protective equipment should be used to minimize injury from contact with a hazardous substance. or Local government agency, as required. When cleaning up a spill, the area should be kept well ventilated and appropriate Reportable Quantities for materials. Spills of toxic or hazardous materials should be reported to the appropriate State be reported to the National Response Center by calling (800) 424-8802. MSDS often include information on Federal Spills in excess of Federal Reportable Quantities (as established under 40 CFR Parts 110, 117, or 302), should not be buried on site or washed into storm sewer drainage inlets, drainage-ways, or Waters of the State. occur. Spills should be cleaned up immediately (after discovery) in accordance with MSDS and should immediately. The construction site should have the capacity to control, contain, and remove spills, if they or Waters of the State) are not authorized by the ILR10 permit. If a spill occurs, notify the Primary Contact Discharges of a hazardous substance or oil caused by a spill (e.g., a spill of oil into a separate storm sewer TYPE STABILIZATION SEEDING PERMANENT SEEDING DORMANT SEEDING TEMPORARY 30 LBS/ACRE. MIXED WITH PERENNIAL RYEGRASS A KENTUCKY BLUEGRASS 90 LBS/ACRE 150 LBS/ACRE. D WHEAT OR CEREAL RYE SODDING MULCHING MAR.APR.MAYJAN.FEB.JUNE JULY AUG.SEPT.OCT.NOV.DEC. **+ A + B + B + C D E** F C SPRING OATS 100 LBS/ACRE E SOD F STRAW MULCH 2 TONS/ACRE. * IRRIGATION NEEDED DURING JUNE AND JULY. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SOIL PROTECTION CHART + + + PROVIDE STONE RIP-RAP 100 YR HWL NWL PROVIDE GRADING IN ACCORDANCE WITH PLANS EROSION CONTROL MEASURES DURING CONSTRUCTION AND IN CONJUCTION WITH THE CONSTRUCTION OF THE DETENTION BASIN. ACCORDANCE WITH THE PLANS. RESTORED IN BASIN OUTFALL STRUCTURES SHALL BE CONSTRUCTED AND THE GRADING PERFORATED RISER DETAIL 1. THE PERFORATED RISER SHALL BE PROVIDED AS PART OF THE SEDIMENT AND BY THE ENGINEER, THE PERFORATED RISER SHALL BE REMOVED AND THE AND WHEN DIRECTED 2. WHEN THE DETENTION BASIN AND UPSTREAM TRIBUTARY DRAINAGE AREAS ARE REVEGETATED, TRASH RACK PROPOSED OUTLET STORM SEWER CONCRETE BLOCK NOT TO SCALE SMALLER THAN OUTLET PIPE HARDWARE CLOTH) STAND PIPE ONE SIZE WRAPPED WITH MESH (CHICKEN WIRE OR WRAPPED WITH NON-WOVEN FILTER FABRIC RIGID PERFORATED PVC STAND PIPE MORTAR IN PLACE PR SWPPP. STATEMENT AS ILLUSTRATED ABOVE. THE SIGNED STATEMENTS WILL BE MAINTAINED ON THE SITE WITH THE ALL CONTRACTORS PERFORMING WORK ON THIS SITE ARE REQUIRED TO SIGN A CONTRACTOR CERTIFICATION NOTE: 14) Remove all temporary soil erosion and sediment control measures after the site is stabilized with vegetation 13) Permanently stabilize lots 12) Install buildings and grade individual lots 11) Permanently stabilize all outlot areas 10) Install roadways 9) Temporarily stabilize all areas including lots that have reached mass grade 8) Permanently stabilize detention basins with seed and erosion control blanket 7) Install storm sewer, sanitary sewer, watermain and associated inlet & outlet protection 6) Temporarily stabilize topsoil stockpiles (seed and silt fence around toe of slope) 5) Strip topsoil, stockpile topsoil and grade site perforated riser 4) Construct detention facilities and outlet control structure with restrictor & temporary 3) Construct sediment trapping devices (sediment traps, sediment basins, etc.) 2) Clear and grub (as necessary) d) Stabilized construction entrance c) Construction fencing around areas not to be disturbed b) Silt fence installation a) Selective vegetation removal for silt fence installation 1) Install perimeter sediment control measures Describe proposed construction sequence, sample follows: goggles, kitty litter, sand, sawdust and plastic and/or metal trash containers specifically for this purpose. Equipment and materials should include, but are not limited to, brooms, dust pans, mops, rags, gloves, and equipment necessary for spill clean-up should be kept in the material storage area on site. be made aware of the procedures and the location of the information and clean-up supplies. Materials Manufacturer's recommended methods for spill clean-up should be available and site personnel should K. Spill Prevention and Clean-Up Procedures Local regulations. conditions. Sanitary waste should be disposed of in accordance with applicable State and/or by a control device (e.g., gravel-bag berm). The contractor should not create or allow unsanitary impervious surfaces should be placed on top of a secondary containment device, or be surrounded be anchored to the ground to prevent from tipping over. Portable sanitary stations located on drain to any protected natural areas, Waters of the State, or storm water structures and should To the extent practicable, portable sanitary stations should be located in an area that does not J. Management of Portable Sanitary Stations - Manufacturer's recommendations for proper use and disposal should be followed. - Whenever possible, all of a product should be used up before disposing of the container. on site. - Operations should be observed as necessary to ensure proper use and disposal of materials - Substances should not be mixed with one another unless recommended by the manufacturer. - Products should be kept in their original containers with the original manufacturer's label. containers and adequately protected from the environment. - All materials stored on site should be stored in a neat, orderly manner in their appropriate - An effort should be made to store only enough product required to do the job. project: The following good housekeeping practices should be followed on site during the construction of hazardous materials, follow manufacturer or Local and State recommended methods. should be stored in accordance with manufacturer or MSDS specifications. When disposing should be retained on site at all times. Hazardous materials and all other material on site kept in original containers unless they are not re-sealable. The original labels and MSDS To reduce the risks associated with hazardous materials on site, hazardous products should be the appropriate agencies, if needed. disposed of properly. Contractors should immediately report all spills to the Primary Contact, who should notify referencing clean-up procedures. Any release of chemicals/contaminants should be immediately cleaned up and are an acceptable control measure to prevent contamination of storm water. MSDS should be available for roof or other enclosure. Labels should be replaced if damaged or difficult to read. Bermed-off storage areas materials kept on site should be stored in their original containers with legible labels, and if possible, under a storm drains or watercourses. An on-site area should be designated for material delivery and storage. All Materials and/or contaminants should be stored in a manner that minimizes the potential to discharge into I. Material Storage and Good Housekeeping should immediately report spills to the Primary Contact. regulations and per Material Safety Data Sheet (MSDS) and/or manufacturer instructions. Contractors chemicals in accordance with United States Environmental Protection Agency (USEPA) and IEPA vehicle should be removed from site. Dispose of all used oil, antifreeze, solvents and other vehicle-related vehicles should be inspected frequently to identify any leaks; leaks should be repaired immediately or the and equipment maintenance activities that involve grease, oil, solvents, or other vehicle fluids. Construction into watercourses, wetlands or storm drains. Drip pans or absorbent pads should be used for all vehicle should be made within a designated area(s) to prevent the migration of mechanical fluids (oil, antifreeze, etc.) drains or water courses. Vehicle maintenance (including both routine maintenance as well as on-site repairs) Controls should be installed to minimize the potential of runoff from the storage area(s) from reaching storm regulatory floodplain, away from any natural or created watercourse, pond, drainage-way or storm drain. When not in use, construction vehicles should be stored in a designated area(s) outside of the H. Vehicle Storage and Maintenance concrete cutting should be cleaned-up and disposed into the concrete washout facility as described above. PROJECT: PERMIT #: ILR10 OWNER SWPPP CERTIFICATION KNOWING VIOLATIONS. FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION IS, TO THE BEST OF MY KNOWLEDGE ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED DATESIGNATURE OF OWNER ON THE SITE WITH THE SWPPP. IN ACCORDANCE WITH PART VI.G. OF THE ILR10 NPDES PERMIT. THE SIGNED STATEMENT SHALL BE MAINTAINED THE CERTIFICATION ILLUSTRATED ABOVE SHALL BE SIGNED BY THE OWNER LISTED ON THE NOTICE OF INTENT NOTE: PRINTED NAME OF OWNER CONTRACTOR SIGNATURE PRINTED NAME & TITLE NAME OF CONTRACTING FIRM STREET ADDRESS CITY, STATE, ZIP CODE TRADE/ RESPONSIBILITIES: 45 LBS/ACRE + STRAW MULCH 2 TONS/ACRE. MIXED WITH PERENNIAL RYEGRASS B KENTUCKY BLUEGRASS 135 LBS/ACRE S O 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 The soil erosion and sediment control measures for this site should meet the requirements of the following agencies: construction site. guidelines or technical guidance documents that are not identified in a specific plan or permit that is issued for the ILR10 permit. This provision does not apply to provisions of master plans, comprehensive plans, non-enforceable are enforceable under the ILR10 permit even if they are not specifically included in a SWPPP required under the of a Notice of Intent (NOI) to be authorized to discharge under the ILR10 permit, incorporated by reference and permits approved by local officials that are applicable to protecting surface water resources are, upon submittal specified in sediment and erosion control site plans or site permits or storm water management site plans or site Department of Agriculture's Natural Resource Conservation Service Illinois Urban Manual, 2012. Requirements as the requirements contained in the Illinois Environmental Protection Agency's (IEPA) and the United States The management practices, controls and other provisions contained in the SWPPP should be at least as protective A. Approved State or Local Plans All signed certification statements should be maintained in the SWPPP. Part IV.F. of the ILR10 Permit (in accordance with Part VI.G. - Signatory Requirements, of the ILR10 Permit). and subcontractors that are identified should be required to sign a copy of the certification statement from SWPPP, the contractor(s) or subcontractor(s) that will implement the measure should be identified. All contractors major construction activities described in the "Site Description" section. For each measure identified in the This section of the SESC Plan addresses the various controls that should be implemented for each of the 2. CONTROLS The following temporary and permanent stabilization practices, at a minimum, are proposed: determined by the Engineer or Primary Contact. soil erosion and sediment control measures. Additional erosion controls should be implemented as necessary, as using procedures in substantial conformance with the Illinois Urban Manual. This SESC Plan includes site-specific 1) Stabilization Practices - Areas that will not be paved or covered with non-erosive material should be stabilized measures necessary to minimize erosion and sedimentation as determined by the Engineer or Primary Contact. the Standard Practice. The contractor is responsible for the installation of any additional erosion and sediment control Unless otherwise indicated, all vegetative and structural erosion and sediment control practices should be installed to one working day, of the end of a 0.5-inch (or greater) rain event. for inspecting all sediment and erosion control measures at a minimum of every 7 calendar days and within 24 hours, or replaced as soon as practicable to maintain NPDES compliance. Permittee or an authorized agent is responsible the current phase of construction. All temporary sediment and erosion control measures should be repaired or The appropriate soil erosion and sediment controls should be implemented on site and should be modified to reflect C. Erosion and Sediment Controls after final stabilization of those portions of the site upward of the perimeter control. permanently ceased, that area should be permanently stabilized. Temporary perimeter controls should be removed accordance with Local and State requirements, as described below. Once construction activity in an area has Stabilization measures should be initiated where construction activities have temporarily or permanently ceased, in disturbing activities. construction operations. As necessary, the appropriate sediment control measure should be installed prior to land is responsible for the adequate protection (including sediment control) of existing sewers and sewer structures during sediment traps should be installed as described in the intended sequence of construction activities. The contractor stabilization of those portions of the site upward of the perimeter control. Stabilized construction entrance(s) and including demolition activities. Perimeter controls, including the silt fence, should be actively maintained until final of the site should be installed prior to soil disturbance (excluding soil disturbance necessary to install the controls), Best Management Practices will be implemented on an as-needed basis to protect water quality. Perimeter controls B. Control Implementation Schedule The installation of the following devices may be subject to Section 404 of the Clean Water Act: pollutants from exposed areas of the site. Structural practices should be placed on upland soils to the degree practicable. degree attainable to divert flows from exposed soils, store flows or otherwise limit runoff and the discharge of 2) Structural Practices - Provided below is a description of structural practices that should be implemented, to the stabilization method can be used. Temporary stabilization techniques and materials shall conform to the SWPPP. b. On areas where construction activity has temporarily ceased and will resume after 14 days, a temporary initiated as soon as practicable. a. Where the initiation of stabilization measures is precluded by snow cover, stabilization measures shall be work in an area. Exceptions to these time frames are specified below. activities and shall be completed as soon as possible but not later than 14 days from the initialization of stabilization Stabilization of disturbed areas must be initiated within 1 working day of permanent or temporary cessation of earth portion of the site, and when stabilization measures are initiated should be included in the SWPPP. A record of the dates when major grading activities occur, when construction activities cease on a Site-specific scheduling of the implementation of these practices is included in the Soil Protection Chart. not take place during or immediately after a rainfall event. Waste generated from Concrete waste management should be implemented to contain and dispose of saw-cutting slurries. Concrete cutting should G. Concrete Cutting used again on site (as approved by the Engineer) or hauled off site to an appropriate landfill. up and disposed of properly when 66% capacity is reached. Hardened concrete can be properly recycled and including enough capacity for anticipated levels of rainwater. The dried concrete waste material should be picked The containment facilities should be of sufficient volume to completely contain all liquid and concrete waste materials A stabilized entrance that meets Illinois Urban Manual standards should be installed at each washout area. watercourse, and should be located at least 10 feet behind the curb, if the washout area is adjacent to a paved road. practicable, concrete washout areas should be located a reasonable distance from a storm water drainage inlet or watercourse. When practicable, a sign should be posted at each location to identify the washout. To the extent Concrete waste or washout should not be allowed in the street or allowed to reach a storm water drainage system or F. Concrete Waste Management manufacturer. waste. All hazardous waste should be disposed of in the manner specified by Local or State regulation or by the On-site hazardous material storage should be minimized and stored in labeled, separate receptacles from non-hazardous disposal should comply with all Local, State, and Federal regulations. clean-up procedure should take place, if necessary. Construction waste material is not to be buried on site. Waste other containers which may leak. Receptacles with deficiencies should be replaced as soon as possible and the appropriate containers appropriate for the materials being discarded. There should be no liquid wastes deposited into dumpsters or collected and stored in approved receptacles. No wastes should be placed in any location other than in the approved shall be discharged to Waters of the State, except as authorized by a Section 404 permit. All waste materials should be required for such disposal. Burning on site will not be permitted. No solid materials, including building materials, items will be collected and disposed of off site by the contractor. The contractor is responsible to acquire the permit Solid waste materials including trash, construction debris, excess construction materials, machinery, tools and other E. Waste Management Pollution prevention measures should be implemented for non-storm water components of the discharge. - Any other pollutant that could cause or tend to cause water pollution - Toxic or hazardous substances from a spill or other release - Soaps, solvents, or detergents - Fuels, oils, or other pollutants used in vehicle or equipment operation and maintenance - Curing compounds and other construction materials - Form release oils - Wastewater from washout and cleanout of stucco, paint - Drywall compound - Concrete and wastewater from washout of concrete (unless managed by an appropriate control) 6. PROHIBITED NON-STORMWATER DISCHARGES - Foundation or footing drains where flows are not contaminated with process materials such as solvents - Uncontaminated ground water - Irrigation ditches - Springs - Uncontaminated air conditioning condensate (unless spilled materials have been removed) and where detergents have not been used. - Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred - Routine external building washdown which does not use detergents - Landscape irrigation drainages - Potable water sources including uncontaminated waterline flushings - Water used to control dust - Water used to wash vehicles where detergents are not used - Fire hydrant flushings - Fire fighting activities storm water discharges associated with the proposed activity, are described below: Except for flows from fire fighting activities, possible sources of non-storm water that may be combined with 5. NON-STORM WATER DISCHARGES Springfield, Illinois 62794-9276 Post Office Box 19276 1021 North Grand Avenue East Compliance Assurance Section Division of Water Pollution Control Illinois Environmental Protection Agency all reports of non-compliance shall be mailed to IEPA at the following address: F. After the initial contact has been made within the appropriate agency field operations section office, (Signatory Requirements). of the ILR10 NPDES Permit. E. All reports of non-compliance shall be signed by a responsible authority as defined in Part VI.G. from the non-compliance. further causes of non-compliance, and a statement detailing any environmental impact, which may have resulted and include specific information on the cause of non-compliance, actions which were taken to prevent any conducted, including those not required by the SWPPP. Submission should be on forms provided by IEPA "Incidence of Non-Compliance" (ION) report for any violation of the SWPPP observed during an inspection violation of any condition of this permit. The Permittee should complete and submit within 5 days an violation of the storm water pollution prevention plan observed during any inspection conducted or for epa.swnoncomp@illinois.gov , telephone or fax within 24 hours of any incidence of noncompliance for any D. The Permittee shall notify the appropriate agency field operations section office by e-mail at: The report shall be signed in accordance with Part VI.G. (Signatory Requirements) of the ILR10 NPDES Permit. part of the SWPPP for at least three years from the date that permit coverage expires or is terminated. SWPPP, and actions taken in accordance with paragraph B. above should be made and retained as the inspection, the date(s) of the inspection, major observations relating to the implementation of the C. A report summarizing the scope of the inspection, name(s) and qualifications of personnel making of any changes to the SWPPP within 7 calendar days following the inspection. soon as practicable after the inspection. The modifications, if any, shall provide for timely implementation and the pollution prevention measures described in the SWPPP should be revised, as appropriate, as B. Based on the results of the inspection, the description of potential pollutant sources identified, water discharge sources should also be inspected. inspected for off-site sediment tracking. All pumping operations and other potential non-storm significant impacts to the receiving waters. Locations where vehicles enter or exit the site should be they should be inspected to ascertain whether erosion control measures are effective in preventing ensure that they have been installed and are operating correctly. Where discharge points are accessible, The erosion and sediment control measures identified in the SWPPP should be observed to should be inspected for evidence of, or the potential for, pollutants entering the drainage system. A. Disturbed areas and areas used for the storage of materials that are exposed to precipitation Each inspection should include the following components: event, or a discharge due to snowmelt occurs. Weekly inspections will recommence when construction activites are conducted, or if there is 0.5" or greater rain Inspections may be reduced to once per month when construction activities have ceased due to frozen conditions. the following work day, of the end of a storm event that is 0.5 inches or greater, or equivalent snowfall. Inspections should be conducted at least once every seven calendar days and within 24 hours or by the end of as part of the SWPPP. by the qualified personnel who performed the inspection. The inspection report should be maintained on site in compliance with the ILR10 NPDES Permit. After each inspection, a report should be prepared The Permittee (or their authorized representative) will be responsible for conducting site inspections 4. INSPECTIONS completed if the stockpile is to remain undisturbed for longer than fourteen days. fence, should be placed around the stockpile immediately. Stabilization of the stockpile should be should be stabilized or protected with sediment trapping measures. Perimeter controls, such as silt designated buffer protecting Waters of the State. During construction of the project, soil stockpiles interfere with work on site. Topsoil stockpiles should not be located in the 100-year floodplain or If topsoil is to be stockpiled at the site, select a location so that it will not erode, block drainage, or N. Topsoil Stockpile Management d (IN) SIZE INLET PIPE L (FT) APRON LENGTH OF 3d (FT) U/S FACE APRON WIDTH OF 3d+L (FT) D/S FACE APRON WIDTH OF Y (IN) RIPRAP DEPTH OF NUMBER NAME OR OUTFALL (F/S) VELOCITY GRADATION RIPRAP 6 9636SE01.DGN SE1 soils for major portions of the construction site: B. The following is a description of the intended sequence of construction activities which will disturb associated parking lot and underground utilities. A. The following is a description of the nature of the construction activity: Construction of a school building with 1. SITE DESCRIPTION subcontractor that will implement a measure of the SWPPP. construction site activity. In addition, the SWPPP shall be amended to identify any new contractor and/or otherwise achieving the general objectives of controlling pollutants in storm water discharges associated with shall also be amanded if it proves to be ineffective in eliminating or significantly minimizing pollutants, or in of pollutants to the Waters of the State and which has not otherwise been addressed in the SWPPP. The SWPPP, construction, operation, or maintenance, which has a significant effect on the potential for the discharge Plan (SWPPP). The SWPPP, including the SESC Plan, should be amended whenever there is a change in design, SESC Plan should be maintained on site as an integral component of the Storm Water Pollution Prevention of the National Pollutant Discharge Elimination System (NPDES) General Permit No. ILR10 .The This Soil Erosion & Sediment Control (SESC) Plan has been prepared to fulfill one of the requirements G. Potential sources of pollution associated with this construction activity may include: 3) The extent of wetland acreage at the site is acres. 2) The name of the ultimate receiving water is: . F. 1) The name of the receiving water(s) is(are): . 8) locations where storm water is discharged to a surface water. 7) surface waters (including wetlands); and, 6) the location of areas where stabilization practices are expected to occur; 5) the location of major structural and nonstructural controls; 4) areas of soil disturbance; 3) locations where vehicles enter or exit the site and controls to minimize off-site sediment tracking; 2) approximate slopes anticipated before and after major grading activities; 1) drainage patterns; E. Refer to Sheets for a site plan indicating: Geotechnical Subsurface Invesitgation Report. 2) Existing data describing the soil or quality of any discharge from the site is included in D. 1) An estimated runoff coefficient of the site after construction activities are completed is . approximately 2.14 acres of the site. C. The site has a total acreage of approximately 2.14 acres. Construction activity will disturb OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 N:\Projects\9636\ENG\C6_9636SE01.dgn Default User=smcgovern 2.5.i Packet Pg. 55 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) PLAN CODE: S O 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 SE2 PLAN CODE:PLAN CODE:PLAN CODE: REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 3-11-93 Project Designed Checked Approved Date Date Date IL-555 INLET PROTECTION - EXCAVATED DRAIN PLAN 1. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to 1/2 the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. 2. The sediment trap shall be removed and the area stabilized when the constructed drainage area has been properly stabilized. 3. All cut slopes shall be 2:1 or flatter. L = W = D= Inlet A A 1 Weep Holes For Dewatering Drain inlet PLAN VIEW TYPICAL SECTION A-A NOTES: Natural Resources Conservation Service Undisturbed Soil Maximum Slope 10% Transition Section 20 Ft. Min. Diversion Grade Not To Exceed 1% L e n gt h = L = Width = W = Flow Contributing Area Road, Parking Lot Flow Length = L = Outlet Onto Stable Area. Vegetated Undisturbed Soil Or Filter Strip Width = W = Rigid Or Vegetated Lip Grade = 0% Fl o w Diversion LEVEL SPREADER FOR DIVERSION OUTLET LEVEL SPREADER FOR IMPERVIOUS AREAS See plans for L and W dimensions. level spreader. Ends of spreader shall be tied into higher ground to prevent flow around the LEVEL SPREADER Checked Approved REFERENCE Project Designed Date Date Date STANDARD DWG. NO. SHEET 1 OF 2 DATE 1-29-99 IL-570 2. 1. NOTES: Natural Resources Conservation Service Grade = 0% Rigid Or Vegetated Lip 1 1 3' Filter Fabric Permanent Vegetation 2:1 Or Flatter 4" Min. #5 Rebar 2' Length Min. 3 Per 8' Length Of Lip RIGID LIP WITH TIMBER VEGETATED LIP Width = W = D e p t h = D = Coarse Aggregate 6' Min. (DESIGN FLOWS 4 C.F.S. TO 30 C.F.S.) 6 " M i n . (DESIGN FLOWS 4 C.F.S. OR LESS) See plans for D and W dimensions. See plans for permanent seeding requirements. requirements. See sheet EROSION BLANKET IL-530 for blanket material and installation See sheet FILTER STRIP-GRASSED IL-535 for filter strip requirements. Table 1 or 2, Class I, II, or IV. Filter fabric shall meet the requirements of material specification 592 GEOTEXTILE, Coarse aggregate shall meet one of the following IDOT gradations: CA-1, or CA-3. 8' Min. Lengths 6"x 6" Treated Timber Rigid Lip LEVEL SPREADER Checked Approved REFERENCE Project Designed Date Date Date STANDARD DWG. NO. SHEET 2 OF 2 DATE 1-29-99 IL-570 6. 5. 4. 3. 2. 1. NOTES: Natural Resources Conservation Service 1 ' M in . Erosion Blanket Stapled In Place 6 " M i n . Buried 6" Min. 6' Min. 3' Min. D e p t h = D = Flatter 2:1 Or Width = W = Permanent Vegetation REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 3-3-95 Project Designed Checked Approved Date Date Date IL-600 RIGHT OF WAY DIVERSION PLAN NOTES: 1.Install the diversion as soon as right-of-way has been cleared and graded. 2.Disc the base for the constructed ridge before placing fill. 3.Track the ridge to compact it to the design cross section. 4.Locate the outlet on an undisturbed area. Adjust field spacing of the diversion to use the most stable outlet areas. When natural areas are 5.Immediately seed and mulch the portions of the diversions not subject to construction traffic. Stablize with gravel areas to be crossed by vehicles. 6.Coarse aggregate, if used, shall meet one of the following IDOT 6' Min Coarse Aggregate 6' Min 1'- 6" Compacted Soil TYPICAL GRAVEL STRUCTURE TYPICAL EARTHEN STRUCTURE 1'- 6" Min Min not deemed satisfactory, provide outlet protection. gradations: CA-I,CA-2 CA-3, OR CA-4. Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 9-15-93 Project Designed Checked Approved Date Date Date IL-610 PIPE OUTLET TO FLAT AREA NOTES: 1.The filter fabric shall meet the requirements in material specifications 592 GEOTEXTILE Table 1 or 2, class , or . 2.The rock riprap shall shall meet the IDOT requirements for the 3.The riprap shall be placed according to construction specification 61 LOOSE ROCK RIPRAP. The rock may be equipment placed. W = 2 W = 1 La = Geotextile d A A PLAN SECTION A-A Pipe Outlet To Flat Area No Well-defined Channel following gradation: RR , Quality . I II III Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 8-18-94 Project Designed Checked Approved Date Date Date IL-611 PIPE OUTLET TO CHANNEL Dia. = W = Pipe Outlet To Well-Defined Channel d = La = Filter Fabric PLAN SECTION A-A NOTES: 1.The filter fabric shall meet the requirements in material specification 592 GEOTEXTILE Table 1 or 2, Class , or . 2.The rock riprap shall meet the IDOT requirements for the following gradation . 3.The riprap shall be placed according to construction specification 61 LOOSE ROCK RIPRAP. The rock may be equipment placed. I II III AA Bury End Of Fabric 12" Min. Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 1 OF 2 DATE 8-18-94 Project Designed Checked Approved Date Date Date IL-630 STABILIZED CONSTRUCTION ENTRANCE PLAN NOTES: 1.Filter fabric shall meet the requirements of material specification 592 GEOTEXTILE, Table I or 2, Class , or and shall be placed over the cleared area prior to the placing of rock. 2.Rock or reclaimed concrete shall meet one of the following IDOT coarse aggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according to construction specification 25 ROCKFILL using placement Method 1 and Class compaction. 3.Any drainage facilities required because of washing shall be constructed according to manufacturers specifications. 4.If wash racks are used they shall be installed according to the manufacturer's specifications. 6 " M in A A SIDE ELEVATION Filter Fabric Existing Ground 3'Existing pavement Mountable Berm (Optional) L = 5:1 Slope B B Wash Rack (Optional) 1 0 ' M in 1 0 ' M in L = 1 4 ' Existing Pavement Existing Ground Coarse Aggregate M in * * Must Extend Full Width Of Ingress And Egress Operation. Positive Drainage To Sediment Trapping Device. PLAN VIEW 10' Min I II IV III Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 2 OF 2 DATE 8-18-94 Project Designed Checked Approved Date Date Date IL-630 STABILIZED CONSTRUCTION ENTRANCE PLAN 3 " M i n 3 " M in 14' Min Filter Fabric SECTION A-A 6'- 7" Reinforced Concrete Drain Space SECTION B-B Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 8-11-94 Project Designed Checked Approved Date Date Date IL-650 SUMP PIT PLAN NOTES: 1.Pit dimensions are optional. 2.The standpipe will be constructed by perforating a 12"-24" diameter corrugated metal or PVC pipe. 3.A base of 2" aggregate will be placed in the pit to a minimum depth of 12". After installing the standpipe, the pit surrounding the standpipe will then be backfilled with 2" aggregate. 4.The standpipe will extend 12" to 18" above the lip of the pit. 5.If discharge will be pumped directly to a storm drainage system, the standpipe will be wrapped with filter fabric before installation. If desired, 1/4"-1/2" hardware cloth may be placed around the standpipe prior to attaching the filter fabric. This will increase 1 2 " M i n 12" To 18" Clean Water discharge Side Slope Optional 2" Aggregate 12" To 24" Diameter Corrugated Metal Or PVC Perforated Pipe SECTION 6. the rate of water seepage into the pipe. Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 11-20-01 Project Designed Checked Approved Date Date Date IL-660 TEMPORARY SEDIMENT TRAP NOTES: 1.If the sediment pool is formed or enlarged the side slope will be 2:1 or flatter. 2.The fill shall be constructed using IDOT RR-4 stone size. A 1'layer of IDOT CA-2 should be placed on the inside face to reduce the flow rate. 3.The rock will be placed according to construction specification 25 ROCKFILL. Placement will be by Method 1 and compaction will be class . 4.The geotextile shall meet the requirements in material specification 592 GEOTEXTILE table 1 or 2, class , or . 5 Ft 1.5 Ft H = 2 11 2 L =Geotextile W = 2 1 " M in Geotextile W = 1.5 Ft 1:1 Side Slope Max 2:1 Side Slope Max Natural Ground Min Spillway Top Of Fill Elev Emergency Spillway Elev CROSS SECTION STONE SECTION 3 Ft Elev III I II IV Natural Resources Conservation Service 1/2 1/2 Total Total 2:1 Side Slope Max 2:1 Side Slope Max REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 4-7-94 Project Designed Checked Approved Date Date Date IL-690 TREE PROTECTION - FENCING NOTES: 1.The fence shall be located a minimum of 1 foot outside the drip line trunk of any tree. 2.Fence posts shall be either standard steel posts or wood posts with a minumum cross sectional area of 3.0 sq. in. 3.The fence may be either 40" high snow fence, 40" plastic web fencing or any other material as approved by the engineer/inspector. 6' Max 4 0 " M in 1 8 " M in Ground Surface Fence Drip Line SIDE VIEW POST AND FENCE DETAIL Post Natural Resources Conservation Service of the tree to be saved and in no case closer than 5 feet to the 1' Min PLAN CODE: 2'-0" O.C. 2'-0" O.C. 8' D 2 " D D 6" 3" OF INSTALLED CURLEX SEDIMENT LOGS (D)(ft) DISTANCE BETWEEN CHANNEL BOTTOM AND TOP GRADIENT (%) CHANNEL X 100 = CURLEX SEDIMENT LOGS SPACING (ft)R R BETWEEN CURLEX SEDIMENT LOGS RECOMMENDED PLACEMENT INTERVAL R DATENO.BY REVISIONS PROJECT SHEET DESCRIPTION SHEET NO. DRAWN BYDATE PROJECT NO.SCALE MANAGER APPROVED BY: CHECKED BY: CURLEX SEDIMENT LOGS DITCH/CHANNEL APPLICATION DETAIL AMERICAN EXCELSIOR COMPANY ARLINGTON, TEXAS R RECOMMENDED FOR 20" SEDIMENT LOGS. " X 48" WOODEN STAKES ARE 81" X 1 8 11 FOR 6", 9", AND 12" SEDIMENT LOGS. " X 30" WOODEN STAKES ARE RECOMMENDED 8 1" X 1 8 11 UNCONSOLIDATED SOILS. NOTE: TRENCH OPTION IS MOST APPLICABLE IN LOOSE, DETAIL 3/4 & 4/4 WOOD STAKE, SEE CURLEX SEDIMENT LOGS TOE OF SLOPE, BOTH SIDES STAKE TO BE PLACE AT R R SEE DETAIL 5/4 WOOD STAKE, CURLEX SEDIMENT LOGS GUIDE FOR DETAILS CURLEX STAPLE PATTERN CHANNEL BLANKET, SEE EDGE STAPLE PATTERN ALONG SEE DETAIL 6/4 FOR 2'-0" TOE OF SLOPE, BOTH SIDES STAKE TO BE PLACE AT EDGE STAPLE PATTERN ALONG SEE DETAIL 6/4 FOR R R FLOW CURLEX SEDIMENT LOGS WOOD STAKE 1 6 " M IN IM U M NOT CURLEX MATERIAL PENETRATE NETTING, WOOD STAKE TO ONLY R R BOTTOM CHANNEL FLOW NOT CURLEX MATERIAL PENETRATE NETTING, WOOD STAKE TO ONLY TRENCH R 1 6 " M IN IM U M BOTTOM CHANNEL CURLEX SEDIMENT LOGS WOOD STAKE R FLOW CURLEX SEDIMENT LOGS WOOD STAKE 1 6 " M IN IM U M NOT CURLEX MATERIAL PENETRATE NETTING, WOOD STAKE TO ONLY R R BLANKET TOP OF CURLEX BOTTOM CHANNEL R DIRECTION OF FLOW PARALLEL WITH STAPLES SHOULD BE DETAIL (NO BLANKET) CURLEX SEDIMENT LOGS DETAIL (WITH BLANKET) CURLEX SEDIMENT LOGS 2 4 1 4 (NO TRENCH) STAKE DETAILS 3 4 (NO TRENCH) STAKE DETAILS 5 4 (WITH TRENCH) STAKE DETAILS 4 4 PLAN CHANNEL TERMINATION NO SCALE NO SCALENO SCALE NO SCALE NO SCALE NO SCALE 6 4 DC PLAN CODE:PLAN CODE: PLAN CODE: PLAN CODE: PLAN CODE: SE SE SP ST PLAN CODE:PLAN CODE: PLAN CODE: PLAN CODE:LS LS RD LA PLAN CODE: PLAN CODE:LA FF CWCWCW TEMPORARY CONCRETE WASHOUT FACILITY - BARRIER WALL D r a w in g N o . F ile N o . Drawn Designed Checked Approved DateS h e e t 3 o f 3 B. JOHNSON IU M- 6 5 4 B W 6/08 BARRIER WALL ANCHOR SECTION (ANCHOR EVERY 2' ON TOP OF BARRIER) SANDBAG Sandbag Anchor Native Soil BARRIER WALL Barrier Wall 30-Mil Polyethylene 3' Min 10' Min 1 0 ' M i n PLAN VIEW 2' Max Sandbag 30-MIL POLYETHYLENE washout becomes two-thirds full. 2. Facility shall be cleaned or reconstructed in a new area once returning the faciliities to a functional condition. removing and disposing of hardend concrete and/or slurry and 1. Maintaining temporary concrete washout facilities shall include NOTES: AREA WASHOUT CONCRETE 48" X 24" Min. Plywood or Aluminum Letters 6" Min. Height SIGN DETAIL 3 . 5 ' M i n . 2 . 5 ' 6' Steel Post Min. 4"x4"x6' Wood Post or TEMPORARY CONCRETE WASHOUT FACILITY - EARTHEN TYPE D r a w in g N o . F ile N o . Drawn Designed Checked Approved DateS h e e t 2 o f 3 B. JOHNSON IU M- 6 5 4 E T 6/08 EARTHEN BERM ANCHOR SECTIONS (ANCHOR EVERY 2' AT TOP OF SLOPE) 6" WIRE STAPLE OR SANDBAG Sandbag Anchor Native Soil EARTHEN BERM Berm 30-Mil Polyethylene 3' Min 10' Min 1 0 ' M i n PLAN VIEW 2' Max SUBGRADE ANCHOR SECTIONS Sandbag Anchor Native Soil 30-Mil Polyethylene Cut 3' Min Existing Ground Elevation 6" Wire Staple or Sandbag 30-MIL POLYETHYLENE 6" Wire Staple or Sandbag washout becomes two-thirds full. 2. Facility shall be cleaned or reconstructed in a new area once returning the faciliities to a functional condition. removing and disposing of hardend concrete and/or slurry and 1. Maintaining temporary concrete washout facilities shall include NOTES: AREA WASHOUT CONCRETE 48" X 24" Min. Plywood or Aluminum Letters 6" Min. Height SIGN DETAIL 3 . 5 ' M i n . 2 . 5 ' 6' Steel Post Min. 4"x4"x6' Wood Post or TEMPORARY CONCRETE WASHOUT FACILITY - STRAW BALE wooden stakes. 3. Each straw bale is to be staked in place using (2) 2"x2"x4' washout becomes two-thirds full. 2. Facility shall be cleaned or reconstructed in a new area once returning the faciliities to a functional condition. removing and disposing of hardend concrete and/or slurry and 1. Maintaining temporary concrete washout facilities shall include NOTES: D r a w in g N o . F ile N o . Drawn Designed Checked Approved DateS h e e t 1 o f 3 B. JOHNSON IU M- 6 5 4 S B 6/08 AREA WASHOUT CONCRETE 48" X 24" Min. Plywood or Aluminum Letters 6" Min. Height SIGN DETAIL STRAW BALE ANCHOR SECTIONS Liner Anchor 6" Wire Staple or Sandbag 30-MIL POLYETHYLENE STRAW BALE Straw Bale 3' Min 10' Min 1 0 ' M i n PLAN VIEW Native Soil 2' Max 3 . 5 ' M i n . 30-Mil Polyethylene Entrench 3" 2 . 5 ' 6' Steel Post Min. 4"x4"x6' Wood Post or (ANCHOR EVERY 2') 6" WIRE STAPLE OR SANDBAG % or FlatterUndisturbed soil - Slope 10 r FlatterOr Filter Strip - Slope 15% o r FlatterUndisturbed Soil - Slope 10% o r FlatterOr Filter Strip - Slope 15% o IPPLAN CODE: EB FFPLAN CODE: REFERENCE STANDARD DWG. NO. SHEET 1 OF 2 DATE 3-16-12 Project Designed Checked Approved Date Date Date IUM-620A NOTES: 1.Temporary sediment fence shall be installed prior to any grading work in the area to be protected. They shall be maintained throughout the construction period and removed in conjunction with the final grading 2.Filter fabric shall meet the requirements of material specification 592 Geotextile Table 1 or 2, Class with equivalent opening size of at least 30 for nonwoven and 40 for woven. 3.Fence posts shall be either standard steel post or wood post with a minimum cross-sectional area of 3.0 sq. in. 5' Max 2 ' M in (Typ) 1 8 " M in ( T y p ) Fastener - Min. No. 10 Gage Wire 4 Per Post Required. (Typ.) Filter Fabric Filter Fabric 6 " M in Direction Of Flow Undisturbed Ground Line Compacted Backfill 6" Min FABRIC ANCHOR DETAIL ELEVATION I and site stabilization. REFERENCE STANDARD DWG. NO. SHEET 1 OF 2 DATE 3-16-2012 Project Designed Checked Approved Date Date Date IUM-620A(W) 8' Max 2 ' M in (Typ) 1 8 " M in ( T y p ) (Typ) Fastener - Min. No. 10 Gage. Wire 4 Per Post Mesh Support 6" Square (Max.) or Staples 6" (o.c.) NOTES: 1.Silt Fence shall be installed prior to any grading work in the area to be protected. They shall be maintained throughout the construction period and removed in conjunction with the final 2.Filter fabric shall meet the requirements of material specification 592 Geotextile Table 1 or 2, Class with equivalent opening size of at least 30 for nonwoven and 40 for woven. 3.Fence posts shall be either standard steel post or wood post with a minimum cross-sectional area of 3.0 sq. in. 6 " M in Undisturbed Compacted Min FABRIC ANCHOR DETAIL I grading and site stabilization. Silt fence shall be placed on the Ground Line Backfill TRENCH INSTALLATION Rolling with Tire STATIC SLICE INSTALLATION 1-4 Times 10" flattest area available. ELEVATION Filter Fabric Direction of Flow 6" SPACECO, INC. PRIMARY DETAIL SILT FENCE PLAN SPACECO, INC. ALTERNATE DETAIL SILT FENCE WITH WIRE SUPPORT PLAN PLAN CODE:PLAN CODE: 7 9636SE02.DGN OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 N:\Projects\9636\ENG\C7_9636SE02.dgn Default User=smcgovern 2.5.i Packet Pg. 56 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 9" 13" 8" 8" 8" VAULT UTILITY CONC PAD TRANS ON AT&T CONC PAD TRANS ON CONC PAD TRANS ON AT&T CONC PAD METER ON AT&T "STOP" METAL SIGN "SIEMENS" WOOD SIGN "FOR SALE" INSTRUCTIONS" "SEMI WALL CONC WING I=643.75,18"RCP WALL CONC WING I=638.54,12"RCP BOATING/FISHING..." "NO S,E I=634.17,18"DIP R=646.12 E I=634.78,18"DIP W I=634.78,18"DIP R=646.28 STRUCTURE VEHICLE OVER R=648.35 STRUCTURE VEHICLE OVER R=648.49 W,E I=640.71,12"RCP R=644.66 E I=641.05,12"RCP N I=642.05,6"PVC S I=642.15,6"PVC R=644.80 W,E I=639.88,12"RCP R=644.93 E I=639.98,12"RCP N,S I=642.03,6"PVC R=644.98 E I=640.74,12"RCP N,S I=642.79,6"PVC R=645.24 E,W I=640.29,12"RCP R=645.29 NE I=642.62,10"RCP R=645.27 S I=642.78,12"RCP SW I=643.98,6"PVC NE I=644.08,6"PVC R=646.33 E,W I=642.36,18"RCP SE I=642.66,10"RCP R=646.06 NW I=642.62,10"RCP R=645.12 N,S T/PIPE=640.45 R=645.60 OF 01/09/2017 EDGE OF WATER AS PIN FLAGS GROVE SEWER" "BUFFALO CONC PAD RAISED TRANS ON AT&T T/WALL=645.33 T/WALL=645.08 T/WALL=641.12 T/WALL=641.06 T/WALL=639.60 T/WALL=639.54 BENCHMARK SITE 639 639 640 640 641 641 642 642 643 643 6 4 4 644 644 FL=644.72 EP=644.82 FL=644.85 FL=644.89 EP=644.91 TC=644.92 FL=644.92 TC=644.93T C = 6 4 4. 9 4 FL=644.95 EP=644.98 6 4 5 6 4 5 6 4 5 645 645 645 6 4 5 FL=645.01 EP=645.04 FL=645.05 FL=645.05 EP=645.08 EP=645.08 TC=645.08 EP=645.09 FL=645.09 EP=645.11 EP=645.11 FL=645.11 645.13 TC=645.13 FL=645.14 TC=645.18 645.20 TC=645.20 FL=645.20 FL=645.21 FL=645.24 FL=645.26 FL=645.26 FL=645.27 645.28 TC=645.28 TC=645.29 EP=645.29 EP=645.30 645.32 645.33 EP=645.33 EP=645.34 FL=645.34 645.35 TC=645.35 FL=645.36 EP=645.36 FL=645.37 EP=645.37 TC=645.37 645.38 TC=645.38 FL=645.38 TC=645.38 FL=645.39 TC=645.39 F L=645.40 EP=645.41 TC=645.41 EP=645.42 EP=645.44 645.44 TC=645.46 TC=645.48 645.49 6 4 5 .5 0 FL=645.51 645.52 645.53 FL=645.54 645.55 TC=645.55 645.56 FL=645.57 TC=645.58 645.58 TC=645.59 TC=645.60 TC=645.60 TC=645.61 6 4 5.6 1 TC=645.61 FL=645.61 EP=645.63 TC=645.65 6 4 5 .6 5 645.66 645.66 TC=645.66 645.66 TC=645.66 6 4 5 .6 7 645.68 6 4 5 .6 9 645.69 FL=645.69 6 4 5 .7 1 TC=645.71 TC=645.726 4 5 . 7 2 645.73 TC=645.74 6 4 5 .7 4 645.74 T C =6 4 5 .7 5 EP=645.75 TC=645.76 6 4 5 .7 8 6 4 5 .7 9 TC=645.79 6 4 5 .8 0 6 4 5 .8 1 645.81 TC=645.81 6 4 5 .8 2 645.82 6 4 5 .8 3 FL=645.83 TC=645.83 TC=645.85 TC=645.85 TC=645.86 FL=645.88 TC=645.88 6 4 5 .8 8 T C =645.89 6 4 5 .8 9 6 4 5 .8 9 TC=645.90 EP=645.91 TC=645.91 645.92 645.93 6 4 5 .9 3 FL=645.94 EP=645.94 FL=645.94 EP=645.95 6 4 5. 9 6 6 4 6 646 6 4 6 646 646 646 646 646 6 4 6 6 4 6 6 4 6 646 646.03 646.04 646.05646.06 C TC=646.06 TC=646.07 646.07 TC=646.08 646.10 TC=646.12 TC=646.14 TC=646.18 646.20 646.20 646.21 T C =6 4 6 .2 1646.22 646.23 EP=646.23 TC=646.25 TC=646.30 FL=646.31 EP=646.35 TC=646.36 FL=646.40 FL=646.41 646.41 TC=646.45 646.45 TC=646.46 EP=646.47 EP=646.51 FL=646.56 646.58 EP=646.58 FL=646.59 FL=646.61 FL=646.67 EP=646.72 FL=646.76 646.76 646.78 TC=646.79 EP=646.82 TC=646.86 TC=646.88 TC=646.89 TC=646.91 EP=646.95 FL=646.97 FL=646.97 TC=646.98 TC=646.98 6 4 7 647 647 647 647 647 647 647 647 647 647 EP=647.00 FL=647.04 EP=647.07 647.09 TC=647.16 TC=647.16 FL=647.17 EP=647.18 647.19 TC=647.21 FL=647.22 EP=647.22 6 4 7 .2 3 647.24 6 4 7 .2 6 TC=647.33 647.35 TC=647.38 TC=647.43 TC=647.44 647.44 TC=647.45 TC=647.45 647.46 647.47 6 4 7. 4 9 TC=647.51 EP=647.56 TC=647.57 TC=647.59 FL=647.59 FL=647.75 647.76 TC=647.76 EP=647.78 TC=647.82 TC=647.87 FL=647.87 EP=647.89 6 4 8 6 48 648 648 648 648 648 6 4 8 6 4 8 648 648 645 648.03 TC=648.11 EP=648.12 FL=648.12 TC=648.12 FL=648.28 TC=648.28EP=648.32 EP=648.40 TC=648.41 FL=648.41 648.42 EP=648.47 EP=648.51 FL=648.53 FL=648.57 TC=648.63 FL=648.74 TC=648.75 TC=648.77 EP=648.79 FL=648.89 EP=648.90 FL=648.90 TC=648.93 648.94 648.96 FL=648.99 EP=649.00 6 4 9 6 4 9 649 649 6 4 9 649 649 649 6 4 9 6 4 9 EP=649.01 EP=649.01 FL=649.02 EP=649.03 EP=649.03 FL=649.03 TC=649.07 FL=649.07 TC=649.07 EP=649.10 649.10 FL=649.12 EP=649.15 649.16 FL=649.16 TC=649.22649.22 649.24 EP=649.29 TC=649.29 FL=649.30 EP=649.30 TC=649.34 FL=649.38 TC=649.39 649.45 TC=649.53 FL=649.53 TC=649.54 TC=649.55 EP=649.55 FL=649.55 EP=649.56 649.57 TC=649.57 TC=649.58 649.60 TC=649.68 649.70 TC=649.71 649.71 TC=649.76 649.78 EP=649.79 EP=649.80FL=649.80 TC=649.86 FL=649.86 TC=649.98 650 650 6 5 0 6 5 0 6 5 0 650 650 TC=650.03 TC=650.03 TC=650.35 TC=650.36 TC=650.47 6 5 1 6 5 1 651 651 6 5 1 651 651 6" PS PS PS PS PS FF P P FF FF S O I L A N D E R O S I O N C O N T R O L P L A N 9636_SE03.DGN SE03 8 N 0 20 SCALE 1" = 20' 40 PS P FF LA CP SYMBOL LEGEND STABILIZED CONSTRUCTION ENTRANCE SILT FENCE FABRIC FILTER PAVING PERMANENT SEEDING LINED APRON CONCRETE PAVEMENT 5 5 5 5 55 5 0 50 5 0 50 50 50 5 6 5 6 5 7 5 7 5 4 5 4 5 4 53 53 52 52 5 2 5 1 5 1 51 4 9 4 9 4 8 4 9 4 9 4 8 4 7 47 4 6 4 6 2 0 8 . 4 5 ' 453.99' 2 0 7 . 8 0 ' 441.69' F/F= 51.0 PLAN FOR DETAIL) (SEE LANSCAPING BERM 6 4 5 FEMA BFE=645' 48 49 49 47 47 46 46 103 1/2" 645.80 104 CROSS 645.80 107 CROSS 645.84 105 CROSS 645.88 106 CROSS 645.92 110 1/2" 646.58 100 1 647.67 109 1/2" 649.25108 CROSS 649.82 OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 N:\Projects\9636\ENG\C8_9636SE03.dgn Default User=smcgovern 2.5.i Packet Pg. 57 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) S P E C I F I C A T I O N S SP1 EARTHWORK NOTES PAVING NOTES SANITARY SEWER NOTES WATERMAIN NOTES E. MODERATE COMPACTION IS REQUIRED IN NON-STRUCTURAL FILL AREAS. WHERE SHOWN ON THE PLANS OR DIRECTED BY THE OWNER. D. TOPSOIL RESPREAD SHALL INCLUDE HAULING AND SPEADING 6" OF TOPSOIL OVER AREAS TO BE LANDSCAPED AREAS OR DISPOSED OF OFF-SITE. MATERIAL BETWEEN THE TOPSOIL AND CLAY. THE TRANSITIONAL MATERIAL SHALL BE USED IN NON-STRUCTURAL FILL C. TOPSOIL STOCKPILED FOR RESPREAD SHALL BE FREE OF CLAY AND SHALL NOT CONTAIN ANY OF THE TRANSITIONAL CONTROL MEASURES FOR STOCKPILE. LANDSCAPED, AND THOSE AREAS NOT REQUIRING STRUCTURAL FILL MATERIAL. PROVIDE NECESSARY EROSION B. PLACEMENT OF THE EXCAVATED MATERIAL IN OWNER DESIGNATED AREAS FOR FUTURE USE WITHIN AREAS TO BE REMOVED PRIOR TO STRIPPING TOPSOIL OR FILLING AREAS. WILL REQUIRE EARTH EXCAVATION OR COMPACTED EARTH FILL MATERIAL. EXISTING VEGETATION SHALL BE A. EXCAVATION OF TOPSOIL AND OTHER STRUCTURALLY UNSUITABLE MATERIALS WITHIN THOSE AREAS THAT 4. UNSUITABLE MATERIAL WITH THE CONCURRENCE OF THE OWNER. ELEVATION. THE DECISION TO REMOVE SAID MATERIAL, AND TO WHAT EXTENT, SHALL BE MADE BY A SOILS ENGINEER AND BUILDING CONSTRUCTION, AND IS ENCOUNTERED BELOW NORMAL TOPSOIL DEPTHS AND THE PROPOSED SUBGRADE UNSUITABLE MATERIAL SHALL BE CONSIDERED AS MATERIAL WHICH IS NOT SUITABLE FOR THE SUPPORT OF PAVEMENT WILL NOT BE ALLOWED. BACKFILLED TRENCHES MEET THE DENSITY REQUIREMENTS. JETTING OF TRENCHES FOR COMPACTION COMPACTION MAY BE WAIVED IF, IN THE OPINION OF THE SOILS ENGINEER AND THE MUNICIPAL ENGINEER, THE THE SOILS ENGINEER UNTIL PROPER COMPACTION IS ACHIEVED. THE REQUIREMENT FOR MECHANICAL E. TRENCH COMPACTION: ALL TRENCHES SHALL BE COMPACTED BY MECHANICAL TECHNIQUES APPROVED BY MATERIAL. THE CURBS SHALL NOT BE BACKFILLED UNTIL THE CONCRETE HAS CURED FOR AT LEAST 7 DAYS. D. BACKFILL THE CURB AND GUTTER AFTER ITS CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BASE COURSE ACHIEVING THE SPECIFIED COMPACTION. C. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO ADJUST THE MOISTURE CONTENT FOR THE PURPOSE OF APPLIES TO CUT AREAS AS WELL AS FILL AREAS. SUITABLE SUBGRADE MATERIAL, IN ALL AREAS THAT MAY BE SOFT DUE TO EXCESS MOISTURE CONTENT. THIS B. SCARIFY, DISC, AERATE, AND COMPACT, TO THE DEGREE SPECIFIED, THE UPPER TWELVE (12) INCHES OF THE THE UNDERGROUND IMPROVEMENTS. A. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED ALL EXCESS TRENCH SPOIL AFTER COMPLETION OF OF CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE. C. ANY TESTING THAT IS REQUIRED OF THIS CONSTRUCTION IS CONSIDERED INCIDENTAL TO THE COST SUITABLE MATERIAL, OR OTHERWISE CORRECTED, APPROVED BY THE SOILS CONSULTANT. B. ANY UNSUITABLE AREA ENCOUNTERED AS A RESULT OF PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH THIS SHALL BE WITNESSED BY MUNICIPAL ENGINEER AND THE OWNER. SEE PAVING SPECIFICATION. ROLLING THE PAVEMENT SUBGRADE PRIOR TO THE PLACEMENT OF THE CURB AND GUTTER AND THE BASE MATERIAL. A. THE CONTRACTOR SHALL PROVIDE AS A MINIMUM, A FULLY LOADED SIX-WHEEL TANDEM AXLE TRUCK FOR PROOF SIGNING AND PAVEMENT MARKING STORM SEWER NOTES PAINT MARKINGS MAY BE INSTALLED WHEN THE AIR TEMPERATURE IS 50° F AND RISING. 9. THERMOPLASTIC MARKINGS SHALL BE INSTALLED WHEN THE PAVEMENT TEMPERATURE IS 55° F AND RISING. MODIFIED BY THE PLANS. 8. COLOR, WIDTH, STYLE, AND SIZE OF ALL MARKINGS SHALL BE IN ACCORDANCE WITH (MUTCD) EXCEPT AS NOT REQUIRED. PAINT IN ACCORDANCE TO (SSRBC) SECTION 780, EXCEPT AS MODIFIED BY THE PLANS. REFLECTIVE BEADS ARE 7. PAVEMENT MARKINGS ON BIKE PATHS, PARKING LOT STALLS, AND SIMILAR "LOW WEAR" APPLICATION, SHALL BE CONCRETE PAVEMENT - CHECK WITH AGENCY WHO WILL MAINTAIN ROAD.] EXCEPT AS MODIFIED BY THE PLANS. [NOTE TO ENGINEER: IDOT PREFERS REFLECTORIZED PAINT ON CROSSWALKS AND DIRECTIONAL ARROWS SHALL BE REFLECTORIZED THERMOPLASTIC PER (SSRBC) SECTION 780, 6. PAVEMENT MARKINGS: ALL PAVEMENT MARKINGS IN THE ROADWAY LIMITS, SUCH AS STOP LINES, CENTERLINES, STANDARD 729001 EXCEPT AS MODIFIED BY THE PLANS. 5. SIGNS AND POSTS SHALL BE INSTALLED IN ACCORDANCE WITH THE ABOVE (SSRBC) SECTIONS AND IDOT A TYPE B METAL POST PER (SSRBC) SECTION 729 [OR: 2" PERFORATED STEEL TUBE PER (SSRBC) SECTION 728]. 4. POSTS: SIGN POSTS SHALL BE A HEAVY DUTY STEEL "U" SHAPED CHANNEL WEIGHING 3.0 POUNDS/FOOT SUCH AS MUTCD AND AS SHOWN ON THE PLANS. LEGEND ON THE FACE IN ACCORDANCE WITH (SSRBC) SECTION 720. LEGEND SHALL BE IN ACCORDANCE WITH 3. SIGNS: SIGNS SHALL BE CONSTRUCTED OF 0.080 INCH THICK FLAT ALUMINUM PANELS WITH REFLECTORIZED TO INSTALLATION. 2. CONTRACTOR SHALL ESTABLISH LOCATION OF ALL SIGNS AND MARKINGS FOR APPROVAL BY THE OWNER PRIOR (SSRBC), MUNICIPAL CODE AND THESE PLANS. TRAFFIC CONTROL DEVICES (MUTCD), THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE ILLINOIS MANUAL ON UNIFORM 1. GENERAL ENGINEER, SOILS ENGINEER AND/OR OWNER. D. PRIOR TO PLACEMENT OF THE BASE COURSE, ALL SUBGRADES MUST BE APPROVED BY THE MUNICIPAL FOR EXCESS QUANTITY OF BASE MATERIALS DUE TO IMPROPER SUBGRADE PREPARATION WILL BE HONORED. (2) FEET BEYOND THE BACK OF CURB, SO AS TO INSURE THE PROPER THICKNESS OF PAVEMENT COURSES. NO CLAIMS PAVEMENT AREA SHALL BE FINE GRADED TO WITHIN 0.04 FEET (1/2") OF FINAL SUBGRADE ELEVATION, TO A POINT TWO C. PRIOR TO THE CONSTRUCTION OF THE CURB AND GUTTER AND THE PLACEMENT OF THE BASE MATERIAL, THE MAJORITY OF THE AREA. MAXIMUM DEFLECTION ALLOWED IN ISOLATED AREAS MAY BE 1/4" TO 1/2" IF NO DEFLECTION OCCURS OVER THE 4) USE OF GEOTEXTILE FABRIC. 3) REMOVE AND REPLACE WITH GRANULAR MATERIAL. 2) REMOVE AND REPLACE WITH STRUCTURAL CLAY FILL. 1) SCARIFY DISC AND AERATE. THE OWNER OR HIS REPRESENTATIVE. THIS MAY INCLUDE ONE OR MORE OF THE FOLLOWING METHODS: WITNESS ALL PROOF ROLLS. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE CORRECTED IN A MANNER APPROVED BY UNSUITABLE MATERIALS AND/OR EXCESSIVE MOVEMENT. THE SOILS ENGINEER SHALL CONDUCT AND THE VILLAGE SHALL B. PRIOR TO THE PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE PROOF ROLLED AND INSPECTED FOR RESPONSIBILITY FOR THE SUBGRADE. GRADING FOR BASE COURSE CONSTRUCTION, IT IS UNDERSTOOD THAT HE HAS APPROVED AND ACCEPTS THE SPECIFICATIONS. UNLESS THE CONTRACTOR ADVISES THE OWNER AND ENGINEER IN WRITING PRIOR TO FINE AND THAT THE FINISH TOP SUBGRADE ELEVATION HAS BEEN GRADED WITHIN TOLERANCES ALLOWED IN THESE PLAN ELEVATION. THE CONTRACTOR SHALL SATISFY HIMSELF THAT THE SUBGRADE HAS BEEN PROPERLY PREPARED A. EARTHWORK FOR PROPOSED PAVEMENT SUBGRADE SHALL BE FINISHED TO WITHIN 0.1 FOOT, PLUS OR MINUS, OF RESPECTIVE CONCRETE ITEM. I. THE COST OF AGGREGATE BASE OR SUB-BASE UNDER CONCRETE WORK SHALL BE INCLUDED IN THE COST OF THE H. CONCRETE CURING AND PROTECTION SHALL BE IN ACCORDANCE WITH (SSRBC) - METHOD I, II, OR III. OR FORMED CONTRACTION EXPANSION JOINTS SHALL BE AS SHOWN ON THE PLANS. G. STANDARD REINFORCED CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. SAWED AND 15 FOOT MAXIMUM. ADJACENT TO CURBS AND CONCRETE SIDEWALKS. PROVIDE SAWED OR FORMED CONTRACTION JOINT AT MID-POINT 6 WELDED WIRE MESH IN DRIVEWAYS. PROVIDE 1/2 " PREMOLDED FIBER EXPANSION JOINT F. CONCRETE DRIVEWAY APRONS SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. PROVIDE 6" X 6" NO. CONCRETE CURBS, DRIVEWAYS, FOUNDATIONS, ETC. FOOT INTERVALS AND 1/2 " PREMOLDED FIBER EXPANSION JOINTS AT 50 FOOT INTERVALS, AND ADJACENT TO E. CONCRETE SIDEWALK SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. PROVIDE SCORED JOINTS AT 5 COURSE. THE CONCRETE MUST CURE FOR AT LEAST SEVEN DAYS BEFORE THE CURBS ARE BACKFILLED. D. THE CURBS SHALL BE BACKFILLED AFTER THEIR CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BASE FOR DETAIL). BARRIER CURB SHALL ALSO BE DEPRESSED AT DRIVEWAY LOCATIONS. OTHER LOCATIONS AS DIRECTED, FOR THE PURPOSE OF PROVIDING ACCESSIBILITY. (SEE CONSTRUCTION STANDARDS C. CURBS SHALL BE DEPRESSED AT LOCATIONS WHERE PUBLIC WALKS/PEDESTRIAN PATHS INTERSECT CURB LINES, AND HONEY-COMBING OF THE CURB AND GUTTER WILL BE ACCEPTED. JOINTS SHALL BE PROVIDED AT NO GREATER THAN FIFTEEN (15) FOOT INTERVALS BETWEEN EXPANSION JOINTS. NO DOWEL BARS SHALL BE GREASED AND FITTED WITH METAL EXPANSION TUBES. SAWED OR FORMED CONTRACTION BE INSTALLED AT SIXTY (60) FOOT INTERVALS AND AT ALL PC'S, PT'S AND CURB RETURNS. ALTERNATE ENDS OF THE AND GUTTER. PREMOLDED FIBER EXPANSION JOINTS, WITH TWO 3/4" X 18" EPOXY COATED STEEL DOWEL BARS, SHALL TO DETERMINE THE GUTTER FLAG THICKNESS AND THE AGGREGATE BASE COURSE THICKNESS BENEATH THE CURB CONTRACTOR IS CAUTIONED TO REFER TO THE CONSTRUCTION STANDARDS AND THE PAVEMENT CROSS-SECTION B. CONCRETE CURB AND/OR COMBINATION CURB AND GUTTER SHALL BE OF THE TYPE SHOWN ON THE PLANS. THE CONCRETE USED FOR SIDEWALkS. THE FIBERS SHALL BE AS MANUFACTURED UNDER THE NAME "FIBERMESH" OR EQUAL. FILLIBRATED, POLYPROPYLENE OLEFIN FIBERS 0.50 TO 0.75 INCHES IN LENGTH SHALL BE ADDED TO EACH CUBIC YARD OF OF CALCIUM CHLORIDE AND THE SUBSTITUTION OF FLY ASH FOR PORTLAND CEMENT IS PROHIBITED. 1.50 lbs OF COLLATED, (14) DAYS. ALL CONCRETE SHALL BE BROOM FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL. THE ADDITION A MINIMUM OF SIX (6) BAG MIX AND SHALL DEVELOP A MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH AT FOURTEEN WITH AIR ENTRAINMENT OF NOT LESS THAN FIVE (5%) OR MORE THAN EIGHT (8%) PERCENT. CONCRETE SHALL BE A. ALL EXTERIOR CONCRETE SHALL BE PORTLAND CEMENT CONCRETE CLASS SI OR PV PER (SSRBC) SECTION 1020.04 COURSE UNLESS OTHERWISE SPECIFIED BY THE MUNICIPAL ENGINEER OR OWNER. WEATHER ONE (1) WINTER SEASON PRIOR TO THE INSTALLATION OF THE BITUMINOUS CONCRETE SURFACE E. FOR NEW STREETS, THE CONTRACTOR SHALL PERMIT THE BITUMINOUS CONCRETE BINDER COURSE TO D. SEAMS IN BASE, BINDER AND SURFACE COURSE SHALL BE STAGGERED A MINIMUM OF 6". (SSRBC) SECTION 406.02. BINDER COURSE AT A RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARD. TACK COAT SHALL BE AS SPECIFIED IN THE PAVEMENT FOR APPLICATION OF THE SURFACE COURSE. THE TACK COAT SHALL BE UNIFORMLY APPLIED TO THE AND MANPOWER NECESSARY, INCLUDING THE USE OF POWER BROOMS IF REQUIRED BY THE OWNER, TO PREPARE OF THE OWNER PRIOR TO LAYING THE SURFACE COURSE. THE CONTRACTOR SHALL PROVIDE WHATEVER EQUIPMENT DUSTY OR DIRTY. ALL DAMAGED AREAS IN THE BINDER, BASE OR CURB SHALL BE REPAIRED TO THE SATISFACTION C. PRIOR TO PLACEMENT OF THE SURFACE COURSE, THE BINDER COURSE SHALL BE CLEANED, AND TACK COATED IF TO PLACING THE BINDER COURSE. PRIME COAT MATERIALS SHALL BE BITUMINOUS M.C. - 30. AGGREGATE BASE SHALL BE UNIFORMLY PRIME COATED AT A RATE OF 0.4 TO 0.5 GALLONS PER SQUARE YARD PRIOR B. ALL TRAFFIC SHALL BE KEPT OFF THE COMPLETED AGGREGATE BASE UNTIL THE BINDER COURSE IS LAID. THE SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS. CONSIDERED TO BE THE MINIMUM COMPACTED THICKNESS. THE PAVING IS TO BE DONE IN ACCORD WITH THE STANDARD SURFACE COURSE; OF THE THICKNESS AND MATERIALS SPECIFIED ON THE PLANS. THICKNESSES SPECIFIED SHALL BE CONSIST OF AGGREGATE BASE COURSE, TYPE B; BITUMINOUS CONCRETE BINDER COURSE; AND BITUMINOUS CONCRETE SHALL BE AS DETAILED ON THE PLANS. UNLESS OTHERWISE SHOWN ON THE PLANS, THE FLEXIBLE PAVEMENTS SHALL A. THE PAVEMENT MATERIALS FOR BITUMINOUS STREETS, PARKING LOTS, DRIVEWAYS, SIDEWALKS AND PATHS REQUIREMENTS CITED ABOVE. E. FINAL ACCEPTANCE OF THE TOTAL PAVEMENT INSTALLATION SHALL BE SUBJECT TO THE TESTING AND CHECKING ART. 407.10. PLAN THICKNESS. DEFICIENCIES IN THICKNESS SHALL BE ADJUSTED FOR BY THE METHOD DESCRIBED IN (SSRBC), BITUMINOUS CONCRETE PAVEMENT STRUCTURE WITH A CORE DRILL WHERE DIRECTED, IN ORDER TO CONFIRM THE D. WHEN REQUIRED BY THE OWNER OR MUNICIPALITY, THE CONTRACTOR SHALL OBTAIN SPECIMENS OF THE FULL DEPTH DIRECTED, FOR THE PURPOSE OF THICKNESS VERIFICATION. THE OWNER OR MUNICIPALITY, SHALL OBTAIN SPECIMENS OF THE BINDER COURSE WITH A CORE DRILL WHERE C. PRIOR TO PLACEMENT OF THE BITUMINOUS CONCRETE SURFACE COURSE, THE CONTRACTOR, WHEN REQUIRED BY BITUMINOUS CONCRETE BINDER, AND/OR SURFACE COURSE, SHALL BE SUBMITTED FOR VERIFICATION. B. WHEN REQUESTED BY THE OWNER, TEST RESULTS AND DOCUMENTATION FOR THE CONCRETE, BASE COURSE, REQUIREMENTS OF THE MUNICIPALITY. THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS AND THE TESTING MATERIALS ESTABLISHED BY THE OWNER AND/OR MUNICIPALITY. TESTING SHALL BE DONE IN ACCORD WITH A. THE CONTRACTOR SHALL FOLLOW THE QUALITY CONTROL TESTING PROGRAM FOR CONCRETE AND PAVEMENT JETTING WITH WATER IS NOT PERMITTED. REFER TO THE TRENCH BACKFILL LIMITS DETAIL. GRANULAR BACKFILL (CA-6) AND THOROUGHLY MECHANICALLY COMPACTED IN 9" THICK (LOOSE MEASUREMENT) LAYERS. OF FIVE (5') FEET ON EITHER SIDE OF SAME, AND/OR WHERE SHOWN ON THE PLANS, SHALL BE BACKFILLED WITH SELECT C. ALL TRENCHES BENEATH PROPOSED OR EXISTING UTILITIES, PAVEMENTS, ROADWAYS, SIDEWALKS, AND FOR A DISTANCE COMPACTED CA-6 CRUSHED GRAVEL OR STONE. B. ALL UNSUITABLE MATERIAL SHALL BE REMOVED BELOW THE PROPOSED SANITARY SEWER AND REPLACED WITH THE BEDDING AND COVER SHALL BE MERGED WITH THE UNIT PRICE BID FOR THE SEWER. COVER MATERIAL SHALL BE ASTM D-2321 CLASS II FOR PVC PIPE AND ASTM D-448 SIZE 67 FOR DIP PIPE. THE COST OF OF THE PIPE TO A MINIMUM OF TWELVE (12") INCHES FOR PVC PIPE AND TO THE SPRING LINE FOR DIP. THE BEDDING AND 1/4 " -3/4 " IN SIZE. THE SEWER SHALL HAVE MECHANICALLY TAMPED CRUSHED GRAVEL OR STONE COVER ABOVE THE TOP A. BEDDING SHALL CONSIST OF A MINIMUM OF FOUR (4") INCHES OF COMPACTED CRUSHED GRAVEL OR STONE, 2. BEDDING: 2. SUB-GRADE PREPARATION 3. CONCRETE WORK 4. FLEXIBLE PAVEMENT 5. TESTING AND FINAL ACCEPTANCE 1. GENERAL 2. TOPSOIL EXCAVATION INCLUDES: 3. EARTH EXCAVATION INCLUDES: 5. MISCELLANEOUS THE CONTRACTOR SHALL: 6. TESTING AND FINAL ACCEPTANCE 1. GENERAL SHALL BE SEALED TOGETHER WITH BUTYL ROPE. B. A MAXIMUM OF EIGHT (8) INCHES OF CONCRETE ADJUSTING RINGS SHALL BE USED TO ADJUST FRAME ELEVATIONS. RINGS THE JOINTS BETWEEN FRAME AND CONCRETE SECTION SHALL BE SEALED WITH A BUTYL ROPE. RING GASKET. THE LIDS SHALL HAVE THE WORDS "SANITARY" EMBOSSED ON THE SURFACE. NOTED ON THE PLANS. THE LIDS SHALL HAVE RECESSED (CONCEALED) PICK HOLE AND BE SELF SEALING WITH AN "O" A. ALL SANITARY SEWER MANHOLE FRAMES AND LIDS SHALL BE NEENAH R-1712 UNLESS OTHERWISE 4. FRAMES AND LIDS: 5. DROP MANHOLE ASSEMBLIES: ASSEMBLY SHALL BE CAST IN CONCRETE MONOLITHICALLY WITH THE MANHOLE BARREL SECTION. WHERE THE DIFFERENCE IN INVERT GRADES EXCEEDS TWO FEET (2'), OR AS SHOWN ON THE PLANS. THE ENTIRE DROP A. DROP MANHOLE ASSEMBLIES: DROP MANHOLE ASSEMBLIES SHALL BE PROVIDED AT THE JUNCTION OF SANITARY SEWERS 6. CLEANING: ELIMINATED, BEFORE FINAL INSPECTION AND ACCEPTANCE. A. ALL MANHOLES AND PIPES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS, AND ALL VISIBLE LEAKAGE 7. TESTING: 8. TELEVISING: 9. TEST RESULTS: 10. CERTIFICATION: 11. RECORD DRAWINGS: REPLACE ALL MATERIALS, AND WORKMANSHIP AS MAY BE NECESSARY TO COMPLY WITH THE TEST REQUIREMENTS. CONTRACTOR SHALL DETERMINE THE CAUSE OR CAUSES OF THE DEFECT AND SHALL, AT HIS OWN EXPENSE, REPAIR OR A. IF THE SANITARY SEWER INSTALLATION FAILS TO MEET THE TEST REQUIREMENTS SPECIFIED, THE TO DEMONSTRATE JOINT PERFORMANCE AT 5% MAXIMUM DIAMETRIC DEFLECTION OF THE SPIGOT. ASTM STANDARDS D-2412 OR D-2241 AS APPROPRIATE FOR THE PIPE TO BE USED. TESTS SHALL ALSO BE CONDUCTED WITH STANDARD METHOD OF TEST FOR "EXTERNAL LOADING PROPERTIES OF PLASTIC PIPE BY PARALLEL PLATE LOADING", INDEPENDENT LABORATORY BEFORE INSTALLATION OF PVC PLASTIC PIPE. TESTS SHALL BE CONDUCTED IN ACCORDANCE A. CONTRACTOR SHALL SUBMIT CERTIFIED COPIES OF ALL REPORTS OF TESTS CONDUCTED BY AN MANHOLES AND/OR SEWERS TO PROPER ELEVATIONS AND OTHERWISE CORRECT THE DEFICIENCIES. PUBLIC AGENCIES. IF FINAL MEASUREMENTS INDICATE DEFICIENCIES, THE CONTRACTOR, AT HIS OWN COST, WILL ADJUST SERVICE STUB LOCATIONS, TO SPACECO. SPACECO SHALL PREPARE RECORD DRAWINGS AND SUBMIT TO APPROPRIATE A. THE CONTRACTOR SHALL PROVIDE ALL INFORMATION TO PREPARE RECORD DRAWING(S) INCLUDING 1. PIPE MATERIALS: 2. FITTINGS: 3. WATER SERVICES: GASKETED PUSH-ON OR MECHANICAL JOINTS CONFORMING TO ANSI A-21.11 (AWWA C-111). (AWWA C151). CEMENT MORTAR LINING SHALL CONFORM TO ANSI A-21.4 (AWWA C-104). THE JOINTS SHALL BE O-RING COATED, CEMENT LINED DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSI A-21.50 (AWWA C150) AND ANSI A-21.51 A. WATERMAINS OR SERVICES 3" OR LARGER IN DIAMETER SHALL BE CONSTRUCTED OF BITUMINOUS PER ANSI A21.4. COST OF FITTINGS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PIPE. A. ALL FITTINGS SHALL BE CAST-IRON, WITH MECHANICAL JOINTS AND "MEGALUG" RETAINER GLANDS, AND CEMENT LINED CONFORMING TO ASTM B-88 AND B-251, WITH COMPRESSION OR FLARED JOINTS. A. WATER SERVICE PIPE, 2" IN DIAMETER OR SMALLER, SHALL BE TYPE K COPPER WATER TUBING, 4. VALVES: B. THE MECHANICAL JOINTS AND ALL FASTENERS ON THE VALVE BODY SHALL HAVE STAINLESS STEEL NUTS AND BOLTS. SEATS AND NON-RISING STEMS CONFORMING TO AWWA C-509. THE VALVES SHALL HAVE MECHANICAL JOINTS. CLOCKWISE TO OPEN. VALVES SHALL BE IRON BODY RESILIENT WEDGE GATE VALVES WITH BRONZE MOUNTED A. GATE VALVES SHALL BE USED ON ALL WATERMAIN 3" AND LARGER. ALL VALVES SHALL TURN COUNTER- 5. VALVE VAULTS: FRAME AND LID SHALL BE NEENAH R-1712, OR EQUAL, WITH "WATER" EMBOSSED ON THE LID. A. VALVE VAULTS SHALL BE PRECAST CONCRETE STRUCTURES AS NOTED ON THE PLANS. THE 6. FIRE HYDRANTS: C. THE BREAK FLANGE AND ALL BELOW GRADE FITTINGS SHALL HAVE STAINLESS STEEL NUTS AND BOLTS. HYDRANT BARREL WHERE NOT BOLTED TOGETHER. B. PROVIDE THE RODS FROM THE MAINLINE TEE TO THE AUXILIARY VALVE, AND BETWEEN THE AUXILIARY VALVE AND THE PUMPER CONNECTION SHALL FACE ROADWAY. MUNICIPALITY. FIRE HYDRANTS SHALL BE INSTALLED WITH AN AUXILIARY VALVE AND CAST IRON VALVE BOX. STANDARD NO. C-502, LATEST REVISION, AND SHALL BE A MODEL SHOWN ON THE PLANS AND APPROVED BY THE A. FIRE HYDRANTS SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION (AWWA) 7. CORPORATION STOPS: B. TAPPING SADDLES SPECIFICALLY DESIGNED FOR USE WITH PVC PIPE SHALL BE IN CONJUCTION WITH THE CORPORATION STOP. SHALL INCLUDE "J" BEND, TAIL PIECE, AND COMPRESSION FITTINGS. SIZE AND LOCATION AS SHOWN ON PLANS. A. CORPORATION STOPS SHALL BE BRONZE BODY KEY STOPS CONFORMING TO AWWA C-800, AND 8. SERVICE BOX: RECOMMENDATIONS AND AWWA SPECIFICATIONS. B. MAXIMUM DEFLECTION AT PIPE JOINTS SHALL BE IN ACCORDANCE WITH PIPE MANUFACTURER'S CURRENT FOOT PIECE AND STATIONARY RODS FOR SIX (6') FEET OF BURY. A. PROVIDE CURB VALVE AND CURB BOX AS INDICATED ON THE PLANS. BOX SHALL BE EXTENSION TYPE WITH 9. BEDDING: D. CONCRETE THRUST BLOCKING SHALL BE INSTALLED ON WATERMAIN AT ALL BENDS, TEE, ELBOWS, ETC. EIGHT (8') FEET EXCEPT AT SPECIAL CROSSINGS. C. A MINIMUM DEPTH OF COVER OF 5'-6" SHALL BE MAINTAINED OVER THE WATER LINES. THE MAXIMUM COVER SHALL BE OF THE PIPE BEFORE FINAL BACKFILLING AND COMPACTION. B. GRANULAR BEDDING MATERIAL OR GRANULAR BACKFILL MATERIAL SHALL BE CAREFULLY PLACED TO 12" OVER THE TOP SEPARATE PAYMENT SHALL BE MADE FOR THIS ITEM. ABOVE THE TOP OF THE PIPE. COST OF BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THIS PIPE. NO A. ALL DUCTILE IRON WATERMAIN SHALL HAVE COARSE SAND BEDDING EXTENDED TO AT LEAST SIX INCHES (6") 10. IEPA WATERMAIN PROTECTION: OR SEWER SHALL BE PRESSURE TESTED TO THE MAXIMUM EXPECTED SURCHARGE HEAD BEFORE BACKFILLING. WATERMAIN STANDARDS OF CONSTRUCTION WHEN IT IS IMPOSSIBLE TO MEET (a) OR (b) ABOVE. THE DRAIN c) BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER. 3) THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED 2) THE WATERMAIN INVERT IS AT LEAST 18 INCHES ABOVE THE CROWN OF THE SEWER; AND 1) LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET; b) WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO A SEWER LINE WHEN: STORM SEWER, SANITARY SEWER OR SEWER SERVICES CONNECTION. a) WATERMAINS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN, A. HORIZONTAL SEPARATION WATERMAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN FEET. d) CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FORM THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND BREAKING THE WATER MAIN. OF THE WATERMAIN SHALL BE MAINTAINED WHERE A WATERMAIN CROSSES UNDER SEWER. SUPPORT THE c) A VERTICAL SEPARATION OF 18 INCHES BETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN 2) THE WATERMAIN PASSES UNDER A SEWER OR DRAIN. 1) IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN (a) ABOVE; OR STANDARDS OF CONSTRUCTION WHEN: b) BOTH THE WATERMAINS AND SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO WATERMAIN CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANCE FROM THE SEWER OR DRAIN. TEN FEET HORIZONTALLY OF ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATERMAIN PIPE SHALL BE THE VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATERMAIN LOCATED WITHIN WHENEVER WATERMAINS CROSS STORM SEWERS, SANITARY SEWERS OR SEWER SERVICE CONNECTIONS. a) A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18 INCHES ABOVE THE CROWN OF THE DRAIN OR SEWER B. VERTICAL SEPARATION 11. TESTING: 1. GENERAL: 2. BEDDING: INCIDENTAL TO THE COST OF PIPE. NO SEPERATE PAYMENT SHALL BE MADE FOR THIS. AND DIP PIPE. BEDDING SHALL EXTEND TO 12" OVER ANY PVC OR HDPE PIPE. COST OF BEDDING SHALL BE CONSIDERED COMPACTED TO 90% OF MODIFIED PROCTOR DENSITY. BEDDING SHALL EXTEND TO THE SPRINGLINE ON ALL RCP LESS THAN 4". BLOCKING OF ANY KIND FOR GRADE IS NOT PERMITTED. THE BEDDING MATERIALS SHALL BE IN SIZE (CA-13) WITH A MINIMUM THICKNESS EQUAL TO 1/4 THE OUTSIDE DIAMETER OF THE SEWER PIPE BUT NOT A. ALL STORM SEWERS SHALL BE INSTALLED ON A TYPE A GRANULAR BEDDING, 1/4" TO 3/4" 3. STRUCTURES: AND FRAME SHALL BE SEALED WITH A MASTIC COMPOUND. "STORM" CAST ON THE LID. THE JOINTS BETWEEN CONCRETE SECTION ADJUSTING RINGS, D. MANHOLE LIDS SHALL BE MACHINE SURFACED, NON-ROCKING DESIGN. THE CLOSED LIDS SHALL HAVE THE WORD C. THE FRAME, GRATE, AND/OR CLOSED LID SHALL BE CAST IRON OF THE STYLE SHOWN ON THE PLANS. B. A CONCRETE BENCH TO DIRECT FLOWS SHALL BE CONSTRUCTED IN THE BOTTOM OF ALL INLETS AND MANHOLES. EIGHT (8") INCHES OF ADJUSTING RINGS SHALL BE USED. SPECIFIED ON THE PLANS. STRUCTURE JOINTS SHALL BE SEALED WITH O-RING OR BUTYL ROPE. A MAXIMUM OF MONOLITHIC CONCRETE. MANHOLES AND CATCH BASINS SHALL BE A MINIMUM 4' IN DIAMETER UNLESS OTHERWISE A. MANHOLE, CATCH BASIN AND INLET BOTTOMS SHALL BE PRECAST CONCRETE SECTIONAL UNITS OR 4. FRENCH DRAIN: 5. CASTINGS: CONSIDERED INCIDENTAL TO THE COST OF THE STRUCTURE. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS ITEM. A. CASTINGS FOR SEWER OR OTHER STRUCTURES SHALL BE "NEENAH" OR APPROVED EQUAL. COST OF CASTINGS SHALL BE STORM SEWER NOTES SAME AS THE VIDEO TAPES/DVDS. VERBALLY AND ON-SCREEN USING MANHOLE NUMBERS FROM APPROVED PLANS. ORDER OF WRITTEN REPORT SHALL BE THE AS WELL AS A DESCRIPTION OF ALL DEFECTS, WATER LEVEL, LEAKS AND LENGTHS. IDENTIFY MANHOLE TO MANHOLE BOTH AND REVIEWED BY THE OWNER OR MUNICIPALITY BEFORE FINAL ACCEPTANCE. THE REPORT SHALL INCLUDE STUB LOCATION A. ALL SANITARY SEWERS SHALL BE TELEVISED AND A COPY OF THE TAPE /DVD AND A WRITTEN REPORT SHALL BE SUBMITTED 6. CLEANING: A. THE STORM SEWER SYSTEM SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL INSPECTION AND TESTING. 7. TELEVISING: A. THE STORM SEWER SYSTEM SHALL BE TELEVISED IF REQUIRED BY MUNICIPALITY. RETAINING EMBANKMENTS ARE PROPERLY CONSTRUCTED. THE DEVELOPER PAYS FOR ALL GEOTECHNICAL SERVICES. SUBGRADES ARE PROPERLY PREPARED, PROOF ROLLING SUBGRADES AND BASE COURSES, AND ENSURING THAT ALL WATER MATERIALS ARE REMOVED, ALL STRUCTURAL FILL MATERIALS ARE PROPERLY PLACED AND COMPACTED, ALL PAVEMENT THE GEOTECHNICAL FIELD (SOILS ENGINEER). THIS ENGINEER WILL BE RESPONSIBLE FOR ENSURING THAT ALL UNSUITABLE I. ALL EARTHWORK SHALL BE DONE UNDER THE SUPERVISION OF AN ILLINOIS LICENSED ENGINEER WHO SPECIALIZES IN DISPOSED OF OFF-SITE BY THE CONTRACTOR. H. EXCESS MATERIALS, IF NOT UTILIZED AS FILL, SHALL BE COMPLETELY REMOVED FROM THE CONSTRUCTION SITE AND DISTURBED. BRANCHES) SHALL BE WITHIN THE FENCE LIMITS. THE EXISTING GRADE WITHIN THE FENCED AREA SHALL NOT BE THE DIAMETER OF WHICH SHALL BE SUCH THAT THE ENTIRE DRIP ZONE (EXTENT OF FURTHEST EXTENDING TREE DESIGNATED TO BE PRESERVED. SAID FENCE SHALL BE PLACED IN A CIRCLE CENTERED AROUND THE TREE, G. PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES, THE CONTRACTOR SHALL ERECT A "SNOW FENCE" AROUND ANY GRADING BEGINS. A MUNICIPAL EROSION CONTROL INSPECTION MAY BE REQUIRED BEFORE ANY EARTHWORK IS PERFORMED. SILT AND FILTER FENCING, ETC. TO PROTECT ADJACENT PROPERTY, WETLANDS, ETC. SHALL OCCUR BEFORE CONTROL MEASURES". THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES AND THE PLACEMENT OF F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE "SOIL EROSION AND SEDIMENTATION TO IMPLEMENTATION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR DEWATERING DURING CONSTRUCTION. E. PLANS FOR THE SITE DEWATERING, IF EMPLOYED, SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER PRIOR THEREOF. FINAL GRADES SHALL BE PROTECTED AGAINST DAMAGE FROM EROSION, SEDIMENTATION AND TRAFFIC. POSSIBLE ADDED COMPENSATION REQUESTED DUE TO DELAYS OR UNSUITABLE MATERIALS CREATED AS A RESULT RUNNING INTO OR STANDING IN EXCAVATED AREAS. THE FAILURE TO PROVIDE PROPER DRAINAGE WILL NEGATE ANY D. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION, AND PREVENT STORMWATER FROM ELEVATIONS AND THAT PAVEMENT THICKNESS, TOPSOIL, ETC. MUST BE SUBTRACTED TO DETERMINE SUBGRADE ELEVATIONS. C. THE CONTRACTOR WILL NOTE THAT THE ELEVATIONS SHOWN ON THE CONSTRUCTION PLANS ARE FINISHED GRADE WILL BE RECOGNIZED UNLESS ORDERED IN WRITING BY THE OWNER. CONTRACTOR SHALL BE CONSIDERED AS LUMP SUM FOR THE COMPLETE PROJECT. NO CLAIMS FOR EXTRA WORK QUANTITIES AND APPRAISE HIMSELF OF ALL SITE CONDITIONS. THE CONTRACT PRICE SUBMITTED BY THE SCOPE OF THE COMPLETED PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL MATERIAL B. ANY QUANTITIES IN THE BID PROPOSAL ARE INTENDED AS A GUIDE FOR THE CONTRACTOR'S USE IN DETERMINING THE THE CONTRACTOR SHALL OBTAIN AND READ THE GEOTECHNICAL REPORTS AVAILABLE FROM THE OWNER. A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE SOIL AND GROUNDWATER CONDITIONS AT THE SITE. MANHOLE SHALL HAVE A CONCRETE BENCH POURED TO FACILITATE SMOOTH FLOWS. B. ALL PIPE CONNECTION OPENINGS SHALL BE PRECAST WITH RESILIENT RUBBER WATER TIGHT SLEEVES. THE BOTTOM OF TO LINE UP WITH THE MANHOLE STEPS. ALL MANHOLE STEPS SHALL BE AT 16" O.C. SIMILAR TO NEENAH R-1980. BITUMINOUS OR "O" RING JOINTS, IN ACCORDANCE WITH MUNICIPAL REGULATIONS, AND HAVE AN ECCENTRIC CONE INSTALLED A. SANITARY SEWER MANHOLES SHALL BE 4'-0" I.D. PRECAST CONCRETE SECTIONS CONFORMING TO ASTM D-478 WITH PREFORMED (3') FEET OF COVER DURING CONSTRUCTION UNTIL THE AREA IS FINAL GRADED OR PAVED. ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MOUND OVER ANY PIPES WHICH HAVE LESS THAN THREE E. THE CONTRACTOR SHALL MAINTAIN AT LEAST THREE (3') FEET OF COVER OVER THE TOP OF SHALLOW PIPES AT DOWNSPOUTS SHALL DISCHARGE TO THE GROUND. D. ALL FOOTING DRAIN AND SUMP PUMP DISCHARGE PIPES SHALL BE CONNECTED TO THE STORM SEWER SYSTEM. C. ALL STORM SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN LINE AND GRADE. IN PIPE MATERIAL SHALL BE MADE AT A STRUCTURE. "BAND SEAL", "FERNCO", AND "MISSION" TYPE COUPLINGS SHALL NOT BE USED ON SEWER MAINS. CHANGES B. "BAND SEAL" OR SIMILAR COUPLINGS SHALL BE USED WHEN JOINING SEWER PIPES OF DISSIMILAR MATERIALS. ALSO ACCEPTABLE. SOLVENT WELD JOINTS AND FILTER FABRIC WRAPPING OR SOCK. PERFORATED HDPE PIPE UD: RIGID, PERFORATED PVC UNDERDRAIN PIPE (ASTM D-2729), SDR 35, OR SCHEDULE 40, WITH OH. JOINTS SHALL BE SPLIT CORRUGATED BANDS BY THE PIPE MANUFACTURER. SUCH AS ADS N-12 BY ADVANCED DRAINAGE SYSTEM, COLUMBUS, OH: OR HI-Q BY HANCOR, FINDLEY, HDPE: HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR MEETING AASHTO M-294 PVC: POLYVINYL CHLORIDE SEWER PIPE, SDR 26, CONFORMING TO ASTM D-3034 WITH ASTM D-3212 PUSH-ON GASKETED JOINTS. CEMENT LINING IS NOT REQUIRED. DIP: DUCTILE IRON WATERMAIN QUALITY PIPE CLASS 52 (ANSI 21.51) WITH MECHANICAL OR PUSH-ON JOINTS (ANSI 21.11). OF STORM SEWER COMPLETE IN PLACE. SECTIONS MAY HAVE MASTIC JOINTS. PAYMENTS SHALL BE MADE AT THE CONTRACT UNIT PRICE PER LINEAR FOOT SSRBC SECTION 603. ELLIPTICAL RCCP PIPE SHALL BE TYPE 1, HE-III PER SSRBC SECTION 511. PRECAST FLARED END RCP: REINFORCED CONCRETE PIPE (ASTM C-76) WITH O-RING GASKETED JOINTS, (ASTM C-443); TYPE 1, CLASS IV, PER PLAN CODE: MATERIAL A. ALL STORM SEWER PIPE SHALL BE RCP, UNLESS OTHERWISE NOTED ON THE PLANS, IN ACCORDANCE WITH THE FOLLOWING: THE DRAIN SHALL BE BACKFILLED WITH BEDDING OR CA-7 CRUSHED STONE TO TOP OF SUBGRADE OR BOTTOM OF TOPSOIL. THE HOLES SHALL BE COVERED WITH A GEOTEXTILE FILTER FABRIC CEMENTED IN PLACE WITH BITUMINOUS MASTIC. A. ALL LOW POINT STORM STRUCTURES ARE TO HAVE FOUR 1" DIAMETER WEEP HOLES PROVIDED 24" BELOW THE TOP OF LID. AND IN ACCORDANCE WITH THE MUNICIPAL CODE. INSTALLATION SHALL CONFORM TO THE ILLINOIS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION THE SAFE MANAGEMENT OF TRAFFIC WITHIN THE AREA OF CONSTRUCTION. ALL SUCH DEVICES AND THEIR C. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE PROPER BARRICADING, WARNING DEVICES AND THE SOILS ENGINEER IS RESPONSIBLE FOR ENSURING THAT MATERIALS ARE PROPERLY PLACED AND COMPACTED. AGGREGATE BASE COURSE = 95%; BITUMINOUS COURSES = REFER TO SSRBC ARTICLE 406.07. B. COMPACTION REQUIREMENTS: [REFERENCE ASTM D-1557 (MODIFIED PROCTOR)] SUB-GRADE = 93%; SUB-BASE = 93%; CONCRETE PAVEMENT, CURBS AND WALKS; AND FINAL CLEAN-UP AND ALL RELATED WORK. BASE COURSE MATERIALS; BITUMINOUS BINDER AND/OR SURFACE COURSES; FORMING, FINISHING AND CURING A. PAVING WORK INCLUDES FINAL SUBGRADE SHAPING, PREPARATION AND COMPACTION; PLACEMENT OF SUB-BASE OR B. CONTRACTOR IS RESPONSIBLE FOR PRESSURE TESTING AGAINST EXISTING WATER VALVES. CONSTRUCTION IN ILLINOIS. AT NO TIME IS THERE TO BE ANY VISIBLE LEAKAGE FROM THE MAIN. IS TO BE ONLY THAT WHICH IS PREDETERMINED BY THE STANDARD SPECIFICATIONS FOR SEWER AND WATERMAIN SPECIFICATIONS. EACH VALVE SECTION SHALL BE PRESSURE TESTED FOR A MINIMUM OF 4 HOURS. ALLOWABLE LEAKAGE A. ALL WATERMAINS SHALL BE PRESSURE TESTED, FLUSHED AND DISINFECTED IN ACCORDANCE WITH AWWA AND MUNICIPAL CONTRACT UNIT PRICE PER CUBIC YARD OF EARTH EXCAVATION. EXCAVATED MATERIALS NOT NEEDED FOR THIS JOB SITE SHALL BE LEGALLY DISPOSED OF. PAYMENT SHALL BE MADE AT THE COMPUTED BY THE END AREA METHOD AS PROVIDED FOR IN SECTION 202 OF THE STANDARD SPECIFICATIONS. D. EXCAVATION: QUANTITIES OF EARTH EXCAVATION INDICATED ELSEWHERE IN THIS CONTRACT HAVE BEEN MODIFIED PROCTOR WITHIN PROPOSED BUILDING PAD AREAS. DRY DENSITY WITHIN PROPOSED PAVEMENT AREAS, SIDEWALK, ETC. COMPACTION SHALL BE AT LEAST 95% OF THE C. COMPACTION OF THE CLAY AND OTHER SUITABLE MATERIALS, SHALL BE TO AT LEAST 93% OF THE MODIFIED PROCTOR SPECIFICALLY DIRECTED BY A SOILS ENGINEER WITH THE CONCURRENCE OF THE OWNER. HOWEVER, THIS MATERIAL SHALL NOT BE PLACED OVER TOPSOIL OR OTHER UNSUITABLE MATERIALS UNLESS FILL, TO WITHIN SIX (6) INCHES OF THE PLAN FINISHED GRADE ELEVATION. IN AREAS REQUIRING STRUCTURAL FILL, STRUCTURAL FILL MATERIAL MAY BE PLACED WITHIN THOSE PORTIONS OF THE SITE NOT REQUIRING STRUCTURAL WATER CONTENT SHALL BE ADJUSTED IN ORDER TO ACHIEVE REQUIRED COMPACTION. MATERIAL SHALL BE PLACED IN LOOSE LIFTS THAT SHALL NOT EXCEED EIGHT (8) INCHES IN THICKNESS, AND THE FILL IN ORDER TO ACHIEVE THE PLAN SUBGRADE ELEVATIONS TO WITHIN A TOLERANCE OF 0.1 FEET. THE FILL B. PLACEMENT OF THE CLAY AND OTHER SUITABLE MATERIALS SHALL BE WITHIN THOSE AREAS REQUIRING STRUCTURAL "BALANCE" DURING THE FINE GRADING OPERATION. DRAINAGE. THE TOLERANCE WITHIN PAVEMENT AREAS SHALL BE SUCH THAT THE EARTH MATERIALS SHALL SHALL BE TO WITHIN A TOLERANCE OF 0.1 FEET OF THE PLAN SUBGRADE ELEVATIONS WHILE MAINTAINING PROPER A. EXCAVATION OF CLAY AND OTHER MATERIALS WHICH ARE SUITABLE FOR USE AS STRUCTURAL FILL. THE EXCAVATION WATERMAIN COMPLETE IN PLACE. SHALL USE STAINLESS STEEL NUTS AND BOLTS. PAYMENT SHALL BE MADE AT THE CONTRACT UNIT PRICE PER LINEAL FOOT OF B. ALL DUCTILE IRON WATERMAIN AND FITTINGS SHALL BE WRAPPED IN 8-MIL POLYETHYLENE WRAP. ALL MECHANICAL JOINT FITTINGS AND 18" HORIZONTALLY AWAY FROM THE EDGE OF THE SEWER. b) THE BOTTOM OF A WATER LINE SHALL BE INSTALLED ON A SHELF A MINIMUM OF 18" ABOVE THE TOP OF THE SEWER BEGINNING CONSTRUCTION. a) PERMISSION SHALL BE OBTAINED FROM THE MUNICIPAL ENGINEERING DEPARTMENT IN WRITING PRIOR TO THEN ONLY UNDER THE FOLLOWING RULES: H. NO WATER LINE SHALL BE PLACED IN THE SAME TRENCH AS A SEWER LINE EXCEPT UNDER SPECIAL CIRCUMSTANCES AND REQUIREMENTS AS SPECIFIED IN "WATER MAIN" SECTION. G. WATERMAINS SHALL BE SEPARATED FROM SANITARY SEWERS AND STORM SEWERS IN ACCORDANCE WITH IEPA F. CONNECTIONS TO EXISTING SANITARY SEWER SYSTEM SHALL NOT BE DONE UNTIL AUTHORIZED BY THE MUNICIPALITY. E. ALL FLOOR DRAINS SHALL CONNECT TO THE SANITARY SEWER. D. ALL SANITARY SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN LINE AND GRADE. "BAND-SEAL", "FERNCO", AND "MISSION" TYPE COUPLINGS SHALL NOT BE USED ON ANY SEWER MAIN. C. "BAND-SEAL" OR SIMILAR FLEXIBLE TYPE COUPLINGS SHALL BE USED WHEN CONNECTING SEWER PIPES OF DISSIMILAR MATERIALS. PVC: PRESSURE RATED PVC PIPE MEETING ASTM D-2241 WITH ASTM D-3139 GASKETED JOINT, SDR 26 GASKETED JOINTS (ANSI A-21.11). DIP: DUCTILE IRON WATERMAIN QUALITY PIPE, CLASS 52, (ANSI A-21.51) WITH MECHANICAL OR O-RING PLAN CODE DESCRIPTION SEPARATION CANNOT BE MAINTAINED, SHALL BE ONE OF THE FOLLOWING: B. SANITARY SEWER PIPE 18" AND LARGER, WHERE NOTED ON THE PLANS, OR WHERE THE IEPA MINIMUM CONTRACT UNIT PRICE PER LINEAL FOOT OF SANITARY SEWER COMPLETE IN PLACE. CONFORMING TO ASTM D-3139 AS SHOWN ON THE PLANS. PAYMENT SHALL BE MADE AT THE PLASTIC PIPE WITH A STANDARD DIMENSION RATIO (SDR) OF 21 CONFORMING TO ASTM D-2241 WITH PUSH-ON JOINTS 26 CONFORMING TO ASTM D-3034 WITH PUSH-ON JOINTS CONFORMING TO ASTM D-3212 AND PVC (POLYVINYL CHLORIDE) A. SANITARY SEWER PIPE SHALL BE PVC (POLYVINYL CHLORIDE) PLASTIC PIPE WITH A STANDARD DIMENSION RATIO (SDR) OF C. TESTING OF MANHOLES TO BE IN ACCORDANCE WITH ASTM C-969. B. TESTING THE ALIGNMENT/STRAIGHTNESS SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE. DEFLECTION TESTED. THE MUNICIPAL CODE SHALL GOVERN. THE FULL LENGTH OF THE SANITARY SEWER IS REQUIRED TO BE BOTH AIR TESTED AND OR MUNICIPAL CODES. IN THE EVENT OF A DISCREPANCY BETWEEN THE STANDARD SPECIFICATIONS AND THE MUNICIPAL CODE, SHALL BE AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS", A. DEFLECTION AND LEAKAGE TESTING WILL BE REQUIRED. THE PROCEDURE AND ALLOWABLE TESTING LIMITS 3. MANHOLES: 9 9636SP1.DGN OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 N:\Projects\9636\ENG\C9_9636SPEC.dgn Default User=smcgovern 2.5.i Packet Pg. 58 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 10 DET1 D E T A I L S - 1 9636_DET01.DGN OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 N:\Projects\9636\ENG\C10_9636DET01.dgn Default User=smcgovern 2.5.i Packet Pg. 59 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 11 DET2 9636_DET02.DGN D E T A I L S - 2 OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 N:\Projects\9636\ENG\C11_9636DET02.dgn Default User=smcgovern 2.5.i Packet Pg. 60 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 12 C D S D E T A I L S 9064_CDS DET.dgn C12 OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 12 N:\Projects\9636\ENG\C12_9636_CDS DET.dgn Default User=smcgovern 2.5.i Packet Pg. 61 At t a c h m e n t : E n g i n e e r i n g ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) EX T E R I O R E L E V A T I O N S AX SHEET X OF X 3 0 0 A W E S T L A K E S T R E E T EM A I L : B A R N E S A R C H @ S B C G L O B A L . N E T E L M H U R S T I L L I N O I S 6 0 1 2 6 T. 6 3 0 - 8 3 4 - 5 7 2 7 B A R N E S A R C H I T E C T S , L T D . 1 0 5 0 B A R C L A Y B L V D , B U F F A L O G R O V E , I L L I N O I S N E W B U I L D I N G F O R : G O D D A R D S C H O O L REV. BIDDING PERMIT REVIEW CONSTRUCTION 5-4-17 PROPOSED EAST ELEVATION SCALE: 1/8"= 1'-0"A3 2PROPOSED SOUTH ELEVATION SCALE: 1/8"= 1'-0"A3 1 0'2'4'8'16' 256" OVERALL LENGTH OF SIGN, AREA OF SIGNAGE: +/-40 SF 81'-0"139'-37 8" 256" OVERALL LENGTH OF SIGN, AREA OF SIGNAGE: +/-40 SF 128'-8" 27 ' - 9 14" OV E R A L L H E I G H T PER MANUF. CLOSEST TO THAT SIZE 3050 = 3'-0" X 5'-0" ALL WINDOWS ARE IN FT. & IN. NEW WINDOWS ALL WINDOWS WITH A SILL HEIGHT OF LESS THAN 18" ABOVE A WALKING SURFACE SHALL BE TEMPERED GLASS. WINDOWS ARE ANDERSEN 100 SERIES 3050 GENERAL CONTRACTOR/ WINDOW SUPPLIER ARE RESPONSIBLE TO ENSURE ALL WINDOWS AND HARDWARE MEET FALL PROTECTION AND EGRESS REQUIREMENTS . SEE R312.2, R312.2.1 AND R312.2.2 PER MANUF. CLOSEST TO THAT SIZE 3050 = 3'-0" X 5'-0" ALL WINDOWS ARE IN FT. & IN. NEW WINDOWS ALL WINDOWS WITH A SILL HEIGHT OF LESS THAN 18" ABOVE A WALKING SURFACE SHALL BE TEMPERED GLASS. WINDOWS ARE ANDERSEN 100 SERIES 3050 GENERAL CONTRACTOR/ WINDOW SUPPLIER ARE RESPONSIBLE TO ENSURE ALL WINDOWS AND HARDWARE MEET FALL PROTECTION AND EGRESS REQUIREMENTS . SEE R312.2, R312.2.1 AND R312.2.2 PROPOSED WEST ELEVATION SCALE: 1/8"= 1'-0"A3 4PROPOSED NORTH ELEVATION SCALE: 1/8"= 1'-0"A3 3 PER MANUF. CLOSEST TO THAT SIZE 3050 = 3'-0" X 5'-0" ALL WINDOWS ARE IN FT. & IN. NEW WINDOWS ALL WINDOWS WITH A SILL HEIGHT OF LESS THAN 18" ABOVE A WALKING SURFACE SHALL BE TEMPERED GLASS. WINDOWS ARE ANDERSEN 100 SERIES 3050 GENERAL CONTRACTOR/ WINDOW SUPPLIER ARE RESPONSIBLE TO ENSURE ALL WINDOWS AND HARDWARE MEET FALL PROTECTION AND EGRESS REQUIREMENTS . SEE R312.2, R312.2.1 AND R312.2.2 PER MANUF. CLOSEST TO THAT SIZE 3050 = 3'-0" X 5'-0" ALL WINDOWS ARE IN FT. & IN. NEW WINDOWS ALL WINDOWS WITH A SILL HEIGHT OF LESS THAN 18" ABOVE A WALKING SURFACE SHALL BE TEMPERED GLASS. WINDOWS ARE ANDERSEN 100 SERIES 3050 GENERAL CONTRACTOR/ WINDOW SUPPLIER ARE RESPONSIBLE TO ENSURE ALL WINDOWS AND HARDWARE MEET FALL PROTECTION AND EGRESS REQUIREMENTS . SEE R312.2, R312.2.1 AND R312.2.2 2.5.j Packet Pg. 62 At t a c h m e n t : E l e v a t i o n s ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.k Packet Pg. 63 At t a c h m e n t : W a l l S i g n D e t a i l s ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.l Packet Pg. 64 At t a c h m e n t : M o n u m e n t S i g n D e t a i l s ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.l Packet Pg. 65 At t a c h m e n t : M o n u m e n t S i g n D e t a i l s ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.l Packet Pg. 66 At t a c h m e n t : M o n u m e n t S i g n D e t a i l s ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.l Packet Pg. 67 At t a c h m e n t : M o n u m e n t S i g n D e t a i l s ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2.5.l Packet Pg. 68 At t a c h m e n t : M o n u m e n t S i g n D e t a i l s ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) KLOA, Inc. Transportation and Parking Planning Consultants 9575 West Higgins Road, Suite 400 | Rosemont, Illinois 60018 p: 847-518-9990 | f: 847-518-9987 MEMORANDUM TO: Ed Rohn Advanced Development Group, LLC FROM: Javier Millan Senior Consultant Luay R. Aboona, PE Principal DATE: February 24, 2017 SUBJECT: Traffic Impact Study Proposed Goddard School Development Buffalo Grove, Illinois This memorandum summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed Goddard School child day care to be located in Buffalo Grove, Illinois. The site, which is currently vacant, is located on the west side of Barclay Boulevard approximately 625 feet north of Deerfield Parkway. Land uses in the vicinity of the site are primarily industrial with Fall Line Motorsports to the north, a water detention area to the east and south, and Siemens to the west. As proposed, the site will be developed with an approximately 9,600 square-foot day care center and a parking lot providing 42 parking spaces. Access to the site will be provided via the existing Siemens Access Drive on Barclay Boulevard. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows the aerial view of the site area. 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. 2.5.m Packet Pg. 69 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 2 Site Location Figure 1 SITE 2. 5 . m Pa c k e t P g . 7 0 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) 3 Aerial View of Site Location Figure 2 SITE 2. 5 . m Pa c k e t P g . 7 1 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) 4 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 site  Traffic analyses for the weekday morning and weekday evening peak hours  Recommendations with respect to adequacy of the site access system and adjacent roadway system 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 conditions. 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 vacant, is located on the west side of Barclay Boulevard approximately 550 feet north of Deerfield Parkway. Land uses in the vicinity of the site are primarily industrial with Fall Line Motorsports to the north, a water detention area to the east and south, and Siemens to the west. Existing Roadway System Characteristics The following summarizes the existing roadway characteristics within the vicinity of the site which are illustrated in Figure 3. Deerfield Parkway (Lake County Route 47) is an east-west arterial roadway with a five-lane cross section that in the vicinity of the site provides two lanes in each direction divided by a landscaped median. At its unsignalized intersection with Barclay Boulevard, Deerfield Parkway provides an exclusive left-turn lane, an exclusive through lane, and a shared through/right-turn lane on both approaches. Deerfield Parkway provides high visibility crosswalks on the east and west legs of its intersection with Barclay Boulevard. Deerfield Parkway is under the jurisdiction of the Lake County Division of Transportation (LCDOT) and is classified as a minor arterial by the Illinois Department of Transportation (IDOT). The road carries an Annual Average Daily Traffic (AADT) volume of 11,900 vehicles east of Barclay Boulevard and 16,600 vehicles west of Barclay Boulevard as reported by IDOT in 2015, and has a posted speed limit of 40 miles per hour (mph). 2.5.m Packet Pg. 72 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) SITE SIEMENS APARTMENTS THE WHEATLANDS APARTMENTS THE WHEATLANDS MOTOR SPORTS FALL LINE MANUFACTURING SCHULTES PRECISION N NOT TO SCALE BUSCH PARKWAY ACCESS DRIVE SIEMENS DEERFIELD PARKWAY B O U L E V A R D B A R C L A Y Kenig,Lindgren,O'Hara,Aboona,Inc. Figure: 3 Existing Roadway Characteristics Job No: 17-046 Buffalo Grove, Illinois Proposed Goddard School 40 30 40 40 30 40 P P P P P P P P P PLEGEND - TRAVEL LANE - STOP SIGN - NO PARKING - SPEED LIMIT P XX - BUS STOP - BUS STOP WITH SHELTER - CONTINENTAL CROSSWALK - CROSSWALK 2.5.m Packet Pg. 73 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 6 Barclay Boulevard is a north-south collector roadway that extends from Deerfield Parkway north to IL 22 and within the vicinity of the site provides one lane in each direction. Barclay Boulevard continues south of Deerfield Parkway becoming the access drive to the Wheatland Apartments. At its unsignalized intersection with Deerfield Parkway, Barclay Boulevard provides an exclusive left-turn lane and a shared through/right-turn lane on both approaches with standard crosswalks provided on both approaches. At its all-way stop controlled intersection with Busch Parkway, Barclay Boulevard provides a shared left-turn/through/right-turn lane on both approaches. Barclay Boulevard is under the jurisdiction of the Village of Buffalo Grove and is classified by IDOT as a major collector. Barclay Boulevard carries an AADT volume of 3,550 vehicles as reported by IDOT in 2015, prohibits parking on both sides of the street, and has a posted speed limit of 30 mph. Busch Parkway is an east-west roadway that within the vicinity of the site provides one lane in each direction west of Barclay Boulevard and one lane westbound and two lanes eastbound east of Barclay Boulevard. At its all-way stop controlled intersection with Barclay Boulevard, Busch Parkway provides an exclusive left-turn lane and a shared through/right-turn lane on both approaches. Busch Parkway is under the jurisdiction of the Village of Buffalo Grove, carries an AADT volume of 3,100 vehicles as reported by IDOT in 2015, prohibits parking on both sides of the street, and has a posted speed limit of 40 mph. Existing Traffic Volumes In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period traffic counts on Thursday, February 16, 2017 during the weekday morning (7:00 A.M. to 9:00 A.M.) and weekday evening (4:00 P.M. to 6:00 P.M.) peak periods at the following intersections:  Deerfield Parkway with Barclay Boulevard  Busch Parkway with Baclay Boulevard  Barclay Boulevard with the Siemens Access Drive The results of the traffic counts showed 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 5:00 P.M. to 6:00 P.M. Figure 4 illustrates the existing peak hour traffic volumes. A review of the traffic counts indicates that very few trucks traversed the Siemens access drive off Barclay Boulevard during the morning and evening peak hours. Based on the traffic counts, no trucks traversed the Siemens access drive during the morning peak hour and only three single-unit trucks and one multi-unit trucks during the evening peak hour. 2.5.m Packet Pg. 74 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) SITE N NOT TO SCALE BUSCH PARKWAY ACCESS DRIVE SIEMENS DEERFIELD PARKWAY B O U L E V A R D B A R C L A Y Kenig,Lindgren,O'Hara,Aboona,Inc.Existing Traffic Volumes Figure: 4 2 4 ( 3 7 ) 2 3 ( 1 4 0 ) 2 2 ( 1 6 ) 16 (24) 13 (22) 149 (38) 9 (10 3 ) 3 7 (16 5 ) 3 5 (6 6 ) 13 8 (6 0 ) 16 (2 3 ) 106 (58) 48 (34) 77 (181) 21 (11) 17 2 (6 9 ) 4 9 (18 8 ) 18 (6 ) 2 ( 1 2 ) 324 (915) 1 (33) 944 (398) 1 1 ( 7 ) 1 6 ( 8 ) Job No: 17-046 Buffalo Grove, Illinois Proposed Goddard School LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) 186 (98) 8 (16) 17 (4 ) 0 (20) 0 (1) 4 (0 ) 2.5.m Packet Pg. 75 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 8 Accident Analysis KLOA, Inc. obtained accident data from IDOT for the past five years (2010 to 2014) for the intersections of Deerfield Parkway with Barclay Boulevard, Busch Parkway with Barclay Boulevard, and Barclay Boulevard with the Seimens Access Drive. Tables 1, 2, and 3 summarize the accident data for the intersections. A review of the data showed that there were no fatalities reported. DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. The author is responsible for any data analyses and conclusions drawn.  Table 1 DEERFIELD PARKWAY WITH BARCLAY BOULEVARD ACCIDENT SUMMARY Type of Accident Frequency Year Angle Object Rear End Sideswipe Turning Other Total 2010 2 1 - - - - 3 2011 - - 2 - 1 - 3 2012 1 - - - 1 1 3 2013 - 1 1 - 1 - 3 2014 - 1 - - 1 - 2 Total 3 3 3 0 4 1 14 Average/Year <1.0 <1.0 <1.0 0.0 <1.0 <1.0 2.8 2.5.m Packet Pg. 76 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 9 Table 2 BUSCH PARKWAY WITH BARCLAY BOULEVARD ACCIDENT SUMMARY Type of Accident Frequency Year Angle Object Rear End Sideswipe Turning Other Total 2010 - - - - - - - 2011 1 - - - - 1 2 2012 2 - 1 - - - 3 2013 - - 1 - - - 1 2014 2 - - - - - 2 Total 5 0 2 0 0 1 8 Average/Year 1.0 0.0 <1.0 0.0 0.0 <1.0 1.6 Table 3 BARCLAY BOULEVARD WITH SIEMENS ACCESS DRIVE ACCIDENT SUMMARY Type of Accident Frequency Year Angle Object Rear End Sideswipe Turning Other Total 2010 - - - - - - - 2011 - - - - - - - 2012 - - - - - - - 2013 - - - - - - - 2014 - - - - - - - Total - - - - - - - Average/Year - - - - - - - 2.5.m Packet Pg. 77 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 10 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 Development Plan The plans for the proposed day care center development call for an approximately 9,600 square- foot building with 42 off-street parking spaces. Access to the site is proposed to be provided via the existing Siemens access drive on Barclay Boulevard. The proposed development will have two curb cuts on the Siemens access drive each providing one inbound lane and one outbound lane. The east curb cut will be located approximately 95 feet from Barclay Boulevard (centerline to centerline) and the west curb cut will be located approximately 155 feet from Barclay Boulevard (centerline to centerline). A copy of the site plan dated January 27, 2017 can be found in the Appendix of the report. Directional Distribution The directional distribution of future site-generated trips on the roadway system is a function of several variables, including the operational characteristics of the roadway system and the ease with which drivers can travel over various sections of the roadway system without encountering congestion. The directions from which development-generated traffic will approach and depart the proposed development were estimated based on existing travel patterns, as determined from the traffic counts. The estimated directional distribution of development traffic is shown in Figure 5. Estimated Site Traffic Generation The volume of traffic that will be generated by the proposed development is based on the type of land uses and the size of the development. The number of peak hour vehicle trips estimated to be generated by the proposed day care center development is based on vehicle trip generation rates contained in Trip Generation Manual, 9th Edition, published by the Institute of Transportation Engineers (ITE). Land-Use Code 565 rates were used to estimate the trips to be generated by the Goddard School. Table 4 shows the site-generated traffic volumes for the proposed development. Table 4 ESTIMATED SITE-GENERATED TRAFFIC VOLUMES Land-Use Code Weekday Morning Peak Hour Weekday Evening Peak Hour Daily Two- Way Traffic Type/Quantity In Out Total In Out Total Total 565 Day Care Center 9,600 s.f. 62 55 117 56 63 119 712 2.5.m Packet Pg. 78 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) SITE 6 2 5 ' 3 7 5 ' 60' 95' N NOT TO SCALE BUSCH PARKWAY ACCESS DRIVE SIEMENS DEERFIELD PARKWAY B O U L E V A R D B A R C L A Y Kenig,Lindgren,O'Hara,Aboona,Inc.Estimated Directional Distribution Figure: 5Job No: 17-046 Buffalo Grove, Illinois Proposed Goddard School LEGEND 00' 00%- PERCENT DISTRIBUTION - DISTANCE IN FEET 40% 5% 15 % 10% 20% 30% 20% 2.5.m Packet Pg. 79 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 12 Projected Traffic Volumes 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) and are illustrated in Figure 6. In addition, based on LCDOT’s requirements, the existing traffic volumes were increased by a growth factor of three percent per year for two years for a total of six percent to project the Year 2019 background traffic volumes. Furthermore, the projected traffic to be generated by the proposed commercial development at northwest and southwest quadrants of the intersection of Milwaukee Avenue (IL 21 and U.S.45) and Deerfield Parkway was also included in the projected traffic conditions. The projected traffic volumes are illustrated in Figure 7. Traffic Analysis Traffic analyses were performed for the intersections in the study area to determine the operation of the existing roadway system, evaluate the impact of the proposed development, and determine the ability of the roadway system to accommodate projected traffic demands. Analyses were performed for the weekday morning and weekday evening peak hours for both the existing and 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 Synchro 8 software. The analyses 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 projected conditions are presented in Tables 5 and 6. A discussion of the intersections follows. Summary sheets for the capacity analyses are included in the Appendix. 2.5.m Packet Pg. 80 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) SITE N NOT TO SCALE BUSCH PARKWAY ACCESS DRIVE SIEMENS DEERFIELD PARKWAY B O U L E V A R D B A R C L A Y Kenig,Lindgren,O'Hara,Aboona,Inc.Traffic Volumes Estimated Site-Generated Figure: 6 2 2 ( 2 6 ) 1 1 ( 1 3 ) 25 (22) 19 (17) 4 4 (3 9 ) 18 (17 ) 22 (24) 33 (39) 3 (3 ) Job No: 17-046 Buffalo Grove, Illinois Proposed Goddard School LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) 9 (8 ) 6 (6) 3 (3) 9 (9 ) 10 (12 ) 40 (35) 22 (21) 40 (35) 2 7 (3 1) 2 8 (3 2 ) 28 (32) 2.5.m Packet Pg. 81 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) SITE N NOT TO SCALE BUSCH PARKWAY ACCESS DRIVE SIEMENS DEERFIELD PARKWAY B O U L E V A R D B A R C L A Y Kenig,Lindgren,O'Hara,Aboona,Inc.Total Projected Traffic Volumes Job No: 17-046 Figure: 7 4 7 ( 6 5 ) 3 5 ( 1 6 1 ) 2 3 ( 1 7 ) 42 (47) 14 (23) 177 (57) 10 (10 9 ) 4 6 (18 2 ) 3 7 (7 0 ) 15 6 (7 1) 2 7 (3 6 ) 112 (62) 12 (20) 51 (36) 82 (192) 28 (18) Buffalo Grove, Illinois Proposed Goddard School 4 8 (3 9 ) 18 3 (7 2 ) 3 5 (2 1) 5 1 (19 9 ) 22 (44) 33 (40) 197 (104) 2 2 (9 ) 2 ( 1 3 ) 483 (1125) 1 (35) 1146 (577) 1 2 ( 7 ) 1 7 ( 9 ) LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) 61 (39) 22 (21) 2 7 (3 1) - (- ) 40 (35) 2 8 (3 2 ) - (- ) 28 (53) - (-) 21 (4) - (21) - (-) 2.5.m Packet Pg. 82 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 15 Table 5 EXISTING LEVEL OF SERVICE AND DELAY Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Deerfield Parkway with Barclay Boulevard  Eastbound Left Turn A 8.5 B 10.3  Westbound Left Turn B 10.5 A 8.4  Northbound Approach C 19.6 C 16.2  Southbound Approach B 13.8 E 38.9 Busch Parkway with Barclay Boulevard  Overall A 9.9 B 13.8  Eastbound Approach B 10.0 B 10.3  Westbound Approach A 8.9 B 13.2  Northbound Approach B 10.6 B 10.4  Southbound Approach A 9.6 C 16.9 Barclay Boulevard with Siemens Access Drive  Eastbound Approach A 0.0 B 10.4  Northbound Left Turn A 0.2 A 0.0 LOS = Level of Service Delay is measured in seconds. 2.5.m Packet Pg. 83 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 16 Table 6 PROJECTED LEVEL OF SERVICE AND DELAY Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Deerfield Parkway with Barclay Boulevard  Eastbound Left Turn A 9.4 B 12.0  Westbound Left Turn B 11.7 A 9.0  Northbound Approach D 27.8 C 22.7  Southbound Approach C 17.1 F 107.8 Busch Parkway with Barclay Boulevard  Overall B 10.7 C 16.4  Eastbound Approach B 10.8 B 11.2  Westbound Approach A 9.5 C 15.1  Northbound Approach B 11.6 B 11.6  Southbound Approach B 10.2 C 21.4 Barclay Boulevard with Siemens Access Drive  Eastbound Approach B 10.1 B 11.4  Northbound Left Turn A 1.8 A 2.9 LOS = Level of Service Delay is measured in seconds. 2.5.m Packet Pg. 84 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 17 Traffic Evaluation The following summarizes how the intersections are projected to operate and identifies any roadway and/or traffic control improvements necessary to accommodate the development traffic. Deerfield Parkway with Barclay Boulevard The results of the capacity analyses indicate that all approaches at the unsignalized intersection of Deerfield Parkway with Barclay Boulevard are currently operating at an acceptable LOS C or better during the weekday morning and evening peak hours with the exception of the southbound approach which operates at a LOS E during the evening peak hour. Under future conditions, all of the approaches will continue operating at an acceptable LOS D or better during the peak hours with the exception of the southbound approach which will operate at a LOS F during the evening peak hour. This poor level of service is due to the high volume of traffic on Deerfield Parkway and the longer delay the southbound left-turn movement will experience. However, it is important to note that the analyses do not take into consideration the gaps in the through traffic stream along Deerfield Parkway created by the traffic signals at the intersection with Milwaukee Avenue to the east and Busch Parkway to the west thus allowing more traffic than what is shown in the analyses to turn onto Deerfield Parkway more efficiently and with less delays. As such, the intersection of Deerfield Parkway with Barclay Boulevard will be adequate in accommodating the traffic projected to be generated by the proposed development. Busch Parkway with Barclay Boulevard The results of the capacity analyses indicate that the overall intersection and turning movements at the all-way stop controlled intersection of Busch Parkway with Barclay Boulevard are currently operating at an acceptable LOS C or better during the weekday morning and evening peak hours. Under future conditions, the turning movements at the intersection are expected to continue to operate at an acceptable LOS C or better during the peak hours. As such, the intersection of Busch Parkway with Barclay Boulevard will be adequate in accommodating the traffic projected to be generated by the proposed development. Barclay Boulevard with the Siemens Access Drive The results of the capacity analyses indicate that the turning movements at the unsignalized intersection of Barclay Boulevard with the Siemens access drive are currently operating at a good LOS B or better during the weekday morning and evening peak hours. Under future conditions, the turning movements at the intersection are expected to continue to operate at a good LOS B or better during the peak hours. Furthermore, the analyses indicated that outbound queues from the Siemens access drive will not exceed 25 feet and will not extend to the proposed access drives serving the day care center. As such, the intersection of Barclay Boulevard with the Siemens access drive will be adequate in accommodating the traffic projected to be generated by the proposed development. 2.5.m Packet Pg. 85 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 18 On-Site Circulation As previously mentioned and based on the traffic counts, very little truck traffic utilizes the Siemens access drive during the peak hours and as such there will be very little interaction between heavy vehicles and passenger vehicles destined to the proposed day care center. Based on a review of the site plan, the parking area will provide at a minimum 24-foot wide drive aisle thus allowing for two-way traffic flow within the parking area. Given the proposed plan to have two curb cuts on the Siemens access drive, each providing one inbound lane and one outbound lane, coupled with the provision of two-way drive aisles, traffic will be able to circulate around the site in either a clockwise or counter clockwise direction thus providing for flexible and efficient access to and from the proposed development. Parking Evaluation The Village of Buffalo Grove requires parking for day care center be provided at a ratio of two spaces per 1,000 square-feet. This equates to a total of 20 spaces required. The proposed development will provide 42 parking spaces. Additionally, the proposed 42 parking spaces exceeds the number of spaces required by the rates published in the ITE Parking Generation Manual, 4th Edition, which requires a total of 31 spaces at a ratio of 3.16 spaces per 1,000 square-feet. As such, the proposed parking supply will be adequate in meeting the parking needs of the proposed development and the minimum requirements of the village. Conclusion and Recommendations Based on the preceding analyses and recommendations, the following conclusions have been made:  The site is well-located with respect to the local and regional roadway system.  The results of the capacity analyses indicate that the traffic generated by the proposed development will be accommodated by the surrounding roadway network.  The Siemens access drive on Barclay Boulevard will be adequate in accommodating the site-generated traffic.  The proposed on-site circulation will provide flexible and efficient access to the development.  The proposed parking supply of 42 spaces will be adequate in accommodating the peak parking demand of the proposed development and meeting the minimum parking requirements of the Village of Buffalo Grove. 2.5.m Packet Pg. 86 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) Appendix Traffic Count Summary Sheets Preliminary Site Plan Level of Service Criteria Capacity Analysis Summary Sheets 2.5.m Packet Pg. 87 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) Traffic Count Summary Sheets 2.5.m Packet Pg. 88 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Barclay Boulevard with Siemens Access Drive Site Code: Start Date: 02/16/2017 Page No: 1 Turning Movement Data Start Time Siemens Access Drive Barclay Boulevard Barclay Boulevard Eastbound Northbound Southbound U-Turn Left Right Peds App. Total U-Turn Left Thru Peds App. Total U-Turn Thru Right Peds App. Total Int. Total 7:00 AM 0 0 0 0 0 0 0 28 0 28 0 4 1 0 5 33 7:15 AM 0 0 0 0 0 0 1 23 0 24 0 6 7 0 13 37 7:30 AM 0 0 0 0 0 0 1 27 0 28 0 12 4 0 16 44 7:45 AM 0 0 0 0 0 0 2 54 0 56 0 8 5 0 13 69 Hourly Total 0 0 0 0 0 0 4 132 0 136 0 30 17 0 47 183 8:00 AM 0 0 0 0 0 0 0 49 0 49 0 7 3 0 10 59 8:15 AM 0 0 0 0 0 0 1 42 0 43 0 11 5 0 16 59 8:30 AM 0 0 0 0 0 0 0 46 0 46 0 10 3 0 13 59 8:45 AM 0 0 0 0 0 1 2 29 0 32 0 12 2 0 14 46 Hourly Total 0 0 0 0 0 1 3 166 0 170 0 40 13 0 53 223 *** BREAK ***---------------- 4:00 PM 0 7 1 0 8 0 1 10 0 11 0 50 0 0 50 69 4:15 PM 0 7 0 0 7 0 0 7 0 7 0 27 1 0 28 42 4:30 PM 0 6 7 0 13 0 0 8 0 8 0 47 0 0 47 68 4:45 PM 0 2 1 0 3 0 0 10 0 10 0 20 3 0 23 36 Hourly Total 0 22 9 0 31 0 1 35 0 36 0 144 4 0 148 215 5:00 PM 0 7 0 1 7 0 0 18 0 18 0 49 1 0 50 75 5:15 PM 0 5 1 0 6 0 0 10 0 10 0 55 1 0 56 72 5:30 PM 0 6 0 0 6 0 0 12 0 12 0 47 1 0 48 66 5:45 PM 0 2 0 0 2 0 0 13 0 13 0 36 1 0 37 52 Hourly Total 0 20 1 1 21 0 0 53 0 53 0 187 4 0 191 265 Grand Total 0 42 10 1 52 1 8 386 0 395 0 401 38 0 439 886 Approach %0.0 80.8 19.2 --0.3 2.0 97.7 --0.0 91.3 8.7 --- Total %0.0 4.7 1.1 -5.9 0.1 0.9 43.6 -44.6 0.0 45.3 4.3 -49.5 - Lights 0 39 8 -47 1 6 377 -384 0 388 31 -419 850 % Lights -92.9 80.0 -90.4 100.0 75.0 97.7 -97.2 -96.8 81.6 -95.4 95.9 Buses 0 0 0 -0 0 0 1 -1 0 2 0 -2 3 % Buses -0.0 0.0 -0.0 0.0 0.0 0.3 -0.3 -0.5 0.0 -0.5 0.3 Single-Unit Trucks 0 1 1 -2 0 2 7 -9 0 7 3 -10 21 % Single-Unit Trucks -2.4 10.0 -3.8 0.0 25.0 1.8 -2.3 -1.7 7.9 -2.3 2.4 Articulated Trucks 0 2 1 -3 0 0 1 -1 0 4 4 -8 12 % Articulated Trucks -4.8 10.0 -5.8 0.0 0.0 0.3 -0.3 -1.0 10.5 -1.8 1.4 Bicycles on Road 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 Pedestrians ---1 ----0 ----0 -- % Pedestrians ---100.0 ------------ 2. 5 . m Pa c k e t P g . 8 9 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Barclay Boulevard with Siemens Access Drive Site Code: Start Date: 02/16/2017 Page No: 3 Turning Movement Peak Hour Data (7:30 AM) Start Time Siemens Access Drive Barclay Boulevard Barclay Boulevard Eastbound Northbound Southbound U-Turn Left Right Peds App. Total U-Turn Left Thru Peds App. Total U-Turn Thru Right Peds App. Total Int. Total 7:30 AM 0 0 0 0 0 0 1 27 0 28 0 12 4 0 16 44 7:45 AM 0 0 0 0 0 0 2 54 0 56 0 8 5 0 13 69 8:00 AM 0 0 0 0 0 0 0 49 0 49 0 7 3 0 10 59 8:15 AM 0 0 0 0 0 0 1 42 0 43 0 11 5 0 16 59 Total 0 0 0 0 0 0 4 172 0 176 0 38 17 0 55 231 Approach %NaN NaN NaN --0.0 2.3 97.7 --0.0 69.1 30.9 --- Total %0.0 0.0 0.0 -0.0 0.0 1.7 74.5 -76.2 0.0 16.5 7.4 -23.8 - PHF 0.000 0.000 0.000 -0.000 0.000 0.500 0.796 -0.786 0.000 0.792 0.850 -0.859 0.837 Lights 0 0 0 -0 0 4 168 -172 0 35 17 -52 224 % Lights ------100.0 97.7 -97.7 -92.1 100.0 -94.5 97.0 Buses 0 0 0 -0 0 0 0 -0 0 1 0 -1 1 % Buses ------0.0 0.0 -0.0 -2.6 0.0 -1.8 0.4 Single-Unit Trucks 0 0 0 -0 0 0 3 -3 0 2 0 -2 5 % Single-Unit Trucks ------0.0 1.7 -1.7 -5.3 0.0 -3.6 2.2 Articulated Trucks 0 0 0 -0 0 0 1 -1 0 0 0 -0 1 % Articulated Trucks ------0.0 0.6 -0.6 -0.0 0.0 -0.0 0.4 Bicycles on Road 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 Pedestrians ---0 ----0 ----0 -- % Pedestrians ---------------- 2. 5 . m Pa c k e t P g . 9 0 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Barclay Boulevard with Siemens Access Drive Site Code: Start Date: 02/16/2017 Page No: 5 Turning Movement Peak Hour Data (5:00 PM) Start Time Siemens Access Drive Barclay Boulevard Barclay Boulevard Eastbound Northbound Southbound U-Turn Left Right Peds App. Total U-Turn Left Thru Peds App. Total U-Turn Thru Right Peds App. Total Int. Total 5:00 PM 0 7 0 1 7 0 0 18 0 18 0 49 1 0 50 75 5:15 PM 0 5 1 0 6 0 0 10 0 10 0 55 1 0 56 72 5:30 PM 0 6 0 0 6 0 0 12 0 12 0 47 1 0 48 66 5:45 PM 0 2 0 0 2 0 0 13 0 13 0 36 1 0 37 52 Total 0 20 1 1 21 0 0 53 0 53 0 187 4 0 191 265 Approach %0.0 95.2 4.8 --0.0 0.0 100.0 --0.0 97.9 2.1 --- Total %0.0 7.5 0.4 -7.9 0.0 0.0 20.0 -20.0 0.0 70.6 1.5 -72.1 - PHF 0.000 0.714 0.250 -0.750 0.000 0.000 0.736 -0.736 0.000 0.850 1.000 -0.853 0.883 Lights 0 18 1 -19 0 0 50 -50 0 185 0 -185 254 % Lights -90.0 100.0 -90.5 --94.3 -94.3 -98.9 0.0 -96.9 95.8 Buses 0 0 0 -0 0 0 1 -1 0 1 0 -1 2 % Buses -0.0 0.0 -0.0 --1.9 -1.9 -0.5 0.0 -0.5 0.8 Single-Unit Trucks 0 1 0 -1 0 0 2 -2 0 1 2 -3 6 % Single-Unit Trucks -5.0 0.0 -4.8 --3.8 -3.8 -0.5 50.0 -1.6 2.3 Articulated Trucks 0 1 0 -1 0 0 0 -0 0 0 2 -2 3 % Articulated Trucks -5.0 0.0 -4.8 --0.0 -0.0 -0.0 50.0 -1.0 1.1 Bicycles on Road 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 Pedestrians ---1 ----0 ----0 -- % Pedestrians ---100.0 ------------ 2. 5 . m Pa c k e t P g . 9 1 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Busch Parkway with Barclay Boulevard Site Code: Start Date: 02/16/2017 Page No: 1 Turning Movement Data Start Time Busch Parkway Busch Parkway Barclay Boulevard Barclay Boulevard 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 19 23 0 0 42 0 2 10 9 0 21 0 1 25 0 0 26 0 6 6 8 0 20 109 7:15 AM 0 25 38 1 0 64 0 5 13 12 0 30 0 3 17 2 0 22 0 7 7 5 0 19 135 7:30 AM 0 27 38 0 0 65 0 7 15 11 1 33 0 5 17 2 0 24 0 6 10 3 0 19 141 7:45 AM 0 27 61 3 0 91 0 5 18 15 0 38 0 6 43 5 0 54 0 6 9 2 0 17 200 Hourly Total 0 98 160 4 0 262 0 19 56 47 1 122 0 15 102 9 0 126 0 25 32 18 0 75 585 8:00 AM 0 25 45 3 0 73 0 3 27 11 2 41 0 4 34 5 0 43 0 14 6 4 0 24 181 8:15 AM 0 27 42 2 0 71 0 6 17 11 0 34 0 3 39 4 0 46 0 9 12 0 0 21 172 8:30 AM 0 22 31 3 0 56 0 5 13 10 0 28 0 3 39 1 0 43 0 9 4 7 0 20 147 8:45 AM 0 24 37 4 0 65 0 4 12 12 1 28 0 3 21 1 0 25 0 10 7 6 0 23 141 Hourly Total 0 98 155 12 0 265 0 18 69 44 3 131 0 13 133 11 0 157 0 42 29 17 0 88 641 *** BREAK ***------------------------- 4:00 PM 0 20 25 3 0 48 0 0 38 1 0 39 0 0 14 4 0 18 0 17 42 22 0 81 186 4:15 PM 0 7 8 0 0 15 0 2 27 1 0 30 0 2 11 3 0 16 0 12 26 22 0 60 121 4:30 PM 0 9 22 5 0 36 0 3 29 0 0 32 0 1 8 5 0 14 0 14 37 21 0 72 154 4:45 PM 0 10 17 3 0 30 0 3 50 1 0 54 0 0 12 1 0 13 0 14 17 19 0 50 147 Hourly Total 0 46 72 11 0 129 0 8 144 3 0 155 0 3 45 13 0 61 0 57 122 84 0 263 608 5:00 PM 0 24 27 3 0 54 0 2 56 2 0 60 0 4 23 4 0 31 0 26 43 29 0 98 243 5:15 PM 0 14 24 2 0 40 0 5 47 5 0 57 0 0 11 5 0 16 0 20 47 33 0 100 213 5:30 PM 0 8 33 9 0 50 0 4 54 3 0 61 0 2 15 8 0 25 0 9 36 23 0 68 204 5:45 PM 0 12 14 2 0 28 0 0 24 7 0 31 0 0 11 6 0 17 0 11 32 18 0 61 137 Hourly Total 0 58 98 16 0 172 0 11 181 17 0 209 0 6 60 23 0 89 0 66 158 103 0 327 797 Grand Total 0 300 485 43 0 828 0 56 450 111 4 617 0 37 340 56 0 433 0 190 341 222 0 753 2631 Approach %0.0 36.2 58.6 5.2 --0.0 9.1 72.9 18.0 --0.0 8.5 78.5 12.9 --0.0 25.2 45.3 29.5 --- Total %0.0 11.4 18.4 1.6 -31.5 0.0 2.1 17.1 4.2 -23.5 0.0 1.4 12.9 2.1 -16.5 0.0 7.2 13.0 8.4 -28.6 - Lights 0 280 473 42 -795 0 52 437 105 -594 0 34 334 53 -421 0 184 324 201 -709 2519 % Lights -93.3 97.5 97.7 -96.0 -92.9 97.1 94.6 -96.3 -91.9 98.2 94.6 -97.2 -96.8 95.0 90.5 -94.2 95.7 Buses 0 9 4 0 -13 0 0 4 0 -4 0 0 1 0 -1 0 0 2 11 -13 31 % Buses -3.0 0.8 0.0 -1.6 -0.0 0.9 0.0 -0.6 -0.0 0.3 0.0 -0.2 -0.0 0.6 5.0 -1.7 1.2 Single-Unit Trucks 0 7 4 1 -12 0 2 3 4 -9 0 3 4 1 -8 0 5 8 7 -20 49 % Single-Unit Trucks -2.3 0.8 2.3 -1.4 -3.6 0.7 3.6 -1.5 -8.1 1.2 1.8 -1.8 -2.6 2.3 3.2 -2.7 1.9 Articulated Trucks 0 4 4 0 -8 0 2 6 2 -10 0 0 1 2 -3 0 1 7 3 -11 32 % Articulated Trucks -1.3 0.8 0.0 -1.0 -3.6 1.3 1.8 -1.6 -0.0 0.3 3.6 -0.7 -0.5 2.1 1.4 -1.5 1.2 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 Pedestrians ----0 -----4 -----0 -----0 --2. 5 . m Pa c k e t P g . 9 2 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Busch Parkway with Barclay Boulevard Site Code: Start Date: 02/16/2017 Page No: 4 Turning Movement Peak Hour Data (7:30 AM) Start Time Busch Parkway Busch Parkway Barclay Boulevard Barclay Boulevard 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 27 38 0 0 65 0 7 15 11 1 33 0 5 17 2 0 24 0 6 10 3 0 19 141 7:45 AM 0 27 61 3 0 91 0 5 18 15 0 38 0 6 43 5 0 54 0 6 9 2 0 17 200 8:00 AM 0 25 45 3 0 73 0 3 27 11 2 41 0 4 34 5 0 43 0 14 6 4 0 24 181 8:15 AM 0 27 42 2 0 71 0 6 17 11 0 34 0 3 39 4 0 46 0 9 12 0 0 21 172 Total 0 106 186 8 0 300 0 21 77 48 3 146 0 18 133 16 0 167 0 35 37 9 0 81 694 Approach %0.0 35.3 62.0 2.7 --0.0 14.4 52.7 32.9 --0.0 10.8 79.6 9.6 --0.0 43.2 45.7 11.1 --- Total %0.0 15.3 26.8 1.2 -43.2 0.0 3.0 11.1 6.9 -21.0 0.0 2.6 19.2 2.3 -24.1 0.0 5.0 5.3 1.3 -11.7 - PHF 0.000 0.981 0.762 0.667 -0.824 0.000 0.750 0.713 0.800 -0.890 0.000 0.750 0.773 0.800 -0.773 0.000 0.625 0.771 0.563 -0.844 0.868 Lights 0 99 182 8 -289 0 20 72 47 -139 0 17 130 16 -163 0 34 33 9 -76 667 % Lights -93.4 97.8 100.0 -96.3 -95.2 93.5 97.9 -95.2 -94.4 97.7 100.0 -97.6 -97.1 89.2 100.0 -93.8 96.1 Buses 0 5 0 0 -5 0 0 0 0 -0 0 0 0 0 -0 0 0 1 0 -1 6 % Buses -4.7 0.0 0.0 -1.7 -0.0 0.0 0.0 -0.0 -0.0 0.0 0.0 -0.0 -0.0 2.7 0.0 -1.2 0.9 Single-Unit Trucks 0 1 3 0 -4 0 0 2 1 -3 0 1 2 0 -3 0 1 3 0 -4 14 % Single-Unit Trucks -0.9 1.6 0.0 -1.3 -0.0 2.6 2.1 -2.1 -5.6 1.5 0.0 -1.8 -2.9 8.1 0.0 -4.9 2.0 Articulated Trucks 0 1 1 0 -2 0 1 3 0 -4 0 0 1 0 -1 0 0 0 0 -0 7 % Articulated Trucks -0.9 0.5 0.0 -0.7 -4.8 3.9 0.0 -2.7 -0.0 0.8 0.0 -0.6 -0.0 0.0 0.0 -0.0 1.0 Bicycles on Road 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 % 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 Pedestrians ----0 -----3 -----0 -----0 -- % Pedestrians ----------100.0 -------------- 2. 5 . m Pa c k e t P g . 9 3 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Busch Parkway with Barclay Boulevard Site Code: Start Date: 02/16/2017 Page No: 6 Turning Movement Peak Hour Data (5:00 PM) Start Time Busch Parkway Busch Parkway Barclay Boulevard Barclay Boulevard 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 5:00 PM 0 24 27 3 0 54 0 2 56 2 0 60 0 4 23 4 0 31 0 26 43 29 0 98 243 5:15 PM 0 14 24 2 0 40 0 5 47 5 0 57 0 0 11 5 0 16 0 20 47 33 0 100 213 5:30 PM 0 8 33 9 0 50 0 4 54 3 0 61 0 2 15 8 0 25 0 9 36 23 0 68 204 5:45 PM 0 12 14 2 0 28 0 0 24 7 0 31 0 0 11 6 0 17 0 11 32 18 0 61 137 Total 0 58 98 16 0 172 0 11 181 17 0 209 0 6 60 23 0 89 0 66 158 103 0 327 797 Approach %0.0 33.7 57.0 9.3 --0.0 5.3 86.6 8.1 --0.0 6.7 67.4 25.8 --0.0 20.2 48.3 31.5 --- Total %0.0 7.3 12.3 2.0 -21.6 0.0 1.4 22.7 2.1 -26.2 0.0 0.8 7.5 2.9 -11.2 0.0 8.3 19.8 12.9 -41.0 - PHF 0.000 0.604 0.742 0.444 -0.796 0.000 0.550 0.808 0.607 -0.857 0.000 0.375 0.652 0.719 -0.718 0.000 0.635 0.840 0.780 -0.818 0.820 Lights 0 53 96 16 -165 0 10 180 15 -205 0 5 58 21 -84 0 64 153 97 -314 768 % Lights -91.4 98.0 100.0 -95.9 -90.9 99.4 88.2 -98.1 -83.3 96.7 91.3 -94.4 -97.0 96.8 94.2 -96.0 96.4 Buses 0 1 1 0 -2 0 0 1 0 -1 0 0 1 0 -1 0 0 1 4 -5 9 % Buses -1.7 1.0 0.0 -1.2 -0.0 0.6 0.0 -0.5 -0.0 1.7 0.0 -1.1 -0.0 0.6 3.9 -1.5 1.1 Single-Unit Trucks 0 3 0 0 -3 0 1 0 1 -2 0 1 1 1 -3 0 1 2 1 -4 12 % Single-Unit Trucks -5.2 0.0 0.0 -1.7 -9.1 0.0 5.9 -1.0 -16.7 1.7 4.3 -3.4 -1.5 1.3 1.0 -1.2 1.5 Articulated Trucks 0 1 1 0 -2 0 0 0 1 -1 0 0 0 1 -1 0 1 2 1 -4 8 % Articulated Trucks -1.7 1.0 0.0 -1.2 -0.0 0.0 5.9 -0.5 -0.0 0.0 4.3 -1.1 -1.5 1.3 1.0 -1.2 1.0 Bicycles on Road 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 % 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 Pedestrians ----0 -----0 -----0 -----0 -- % Pedestrians ------------------------- 2. 5 . m Pa c k e t P g . 9 4 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Deerfield Parkway with Barclay Boulevard Site Code: Start Date: 02/16/2017 Page No: 1 Turning Movement Data Start Time Deerfield Parkway Deerfield Parkway Barclay Boulevard Barclay Boulevard 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 1 160 1 0 162 0 0 54 25 0 79 0 6 1 5 0 12 0 2 1 1 0 4 257 7:15 AM 0 3 235 3 0 241 0 0 85 18 0 103 0 6 2 3 0 11 0 6 0 0 0 6 361 7:30 AM 0 2 264 1 0 267 0 1 72 29 0 102 0 6 2 0 2 8 0 4 1 8 0 13 390 7:45 AM 0 9 252 7 0 268 0 0 99 47 0 146 0 5 2 5 0 12 0 3 1 4 0 8 434 Hourly Total 0 15 911 12 0 938 0 1 310 119 0 430 0 23 7 13 2 43 0 15 3 13 0 31 1442 8:00 AM 0 4 215 3 0 222 0 0 75 39 2 114 0 6 2 3 0 11 0 4 0 2 0 6 353 8:15 AM 0 1 213 2 0 216 0 0 78 38 1 116 0 5 5 8 0 18 0 8 0 6 0 14 364 8:30 AM 0 5 212 2 0 219 0 1 61 40 0 102 0 5 1 10 1 16 0 1 0 7 0 8 345 8:45 AM 0 4 170 3 0 177 0 0 69 24 0 93 0 6 2 4 1 12 0 6 1 5 0 12 294 Hourly Total 0 14 810 10 0 834 0 1 283 141 3 425 0 22 10 25 2 57 0 19 1 20 0 40 1356 *** BREAK ***------------------------- 4:00 PM 0 0 93 2 0 95 0 2 168 8 0 178 0 1 1 2 0 4 0 41 1 8 0 50 327 4:15 PM 0 0 98 7 0 105 0 1 239 6 0 246 0 3 1 1 0 5 0 18 1 8 0 27 383 4:30 PM 0 3 90 4 0 97 0 4 239 5 1 248 0 1 0 3 0 4 0 43 1 10 0 54 403 4:45 PM 0 1 111 2 0 114 0 7 234 10 0 251 0 2 0 3 0 5 0 17 1 3 0 21 391 Hourly Total 0 4 392 15 0 411 0 14 880 29 1 923 0 7 2 9 0 18 0 119 4 29 0 152 1504 5:00 PM 0 7 102 3 1 112 0 8 225 11 0 244 0 3 1 1 1 5 0 36 4 12 0 52 413 5:15 PM 0 4 114 8 0 126 0 7 232 3 0 242 0 2 2 5 0 9 0 33 4 18 0 55 432 5:30 PM 0 4 76 5 0 85 0 9 228 7 1 244 0 4 1 2 0 7 0 41 2 5 0 48 384 5:45 PM 0 3 106 6 0 115 0 9 230 7 0 246 0 7 3 0 0 10 0 30 2 2 0 34 405 Hourly Total 0 18 398 22 1 438 0 33 915 28 1 976 0 16 7 8 1 31 0 140 12 37 0 189 1634 Grand Total 0 51 2511 59 1 2621 0 49 2388 317 5 2754 0 68 26 55 5 149 0 293 20 99 0 412 5936 Approach %0.0 1.9 95.8 2.3 --0.0 1.8 86.7 11.5 --0.0 45.6 17.4 36.9 --0.0 71.1 4.9 24.0 --- Total %0.0 0.9 42.3 1.0 -44.2 0.0 0.8 40.2 5.3 -46.4 0.0 1.1 0.4 0.9 -2.5 0.0 4.9 0.3 1.7 -6.9 - Lights 0 50 2454 58 -2562 0 48 2355 309 -2712 0 67 25 55 -147 0 283 20 95 -398 5819 % Lights -98.0 97.7 98.3 -97.7 -98.0 98.6 97.5 -98.5 -98.5 96.2 100.0 -98.7 -96.6 100.0 96.0 -96.6 98.0 Buses 0 0 33 1 -34 0 1 21 0 -22 0 1 1 0 -2 0 2 0 0 -2 60 % Buses -0.0 1.3 1.7 -1.3 -2.0 0.9 0.0 -0.8 -1.5 3.8 0.0 -1.3 -0.7 0.0 0.0 -0.5 1.0 Single-Unit Trucks 0 1 24 0 -25 0 0 12 7 -19 0 0 0 0 -0 0 5 0 2 -7 51 % Single-Unit Trucks -2.0 1.0 0.0 -1.0 -0.0 0.5 2.2 -0.7 -0.0 0.0 0.0 -0.0 -1.7 0.0 2.0 -1.7 0.9 Articulated Trucks 0 0 0 0 -0 0 0 0 1 -1 0 0 0 0 -0 0 3 0 2 -5 6 % Articulated Trucks -0.0 0.0 0.0 -0.0 -0.0 0.0 0.3 -0.0 -0.0 0.0 0.0 -0.0 -1.0 0.0 2.0 -1.2 0.1 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 Pedestrians ----1 -----5 -----5 -----0 --2. 5 . m Pa c k e t P g . 9 5 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Deerfield Parkway with Barclay Boulevard Site Code: Start Date: 02/16/2017 Page No: 4 Turning Movement Peak Hour Data (7:30 AM) Start Time Deerfield Parkway Deerfield Parkway Barclay Boulevard Barclay Boulevard 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 2 264 1 0 267 0 1 72 29 0 102 0 6 2 0 2 8 0 4 1 8 0 13 390 7:45 AM 0 9 252 7 0 268 0 0 99 47 0 146 0 5 2 5 0 12 0 3 1 4 0 8 434 8:00 AM 0 4 215 3 0 222 0 0 75 39 2 114 0 6 2 3 0 11 0 4 0 2 0 6 353 8:15 AM 0 1 213 2 0 216 0 0 78 38 1 116 0 5 5 8 0 18 0 8 0 6 0 14 364 Total 0 16 944 13 0 973 0 1 324 153 3 478 0 22 11 16 2 49 0 19 2 20 0 41 1541 Approach %0.0 1.6 97.0 1.3 --0.0 0.2 67.8 32.0 --0.0 44.9 22.4 32.7 --0.0 46.3 4.9 48.8 --- Total %0.0 1.0 61.3 0.8 -63.1 0.0 0.1 21.0 9.9 -31.0 0.0 1.4 0.7 1.0 -3.2 0.0 1.2 0.1 1.3 -2.7 - PHF 0.000 0.444 0.894 0.464 -0.908 0.000 0.250 0.818 0.814 -0.818 0.000 0.917 0.550 0.500 -0.681 0.000 0.594 0.500 0.625 -0.732 0.888 Lights 0 16 921 12 -949 0 1 314 149 -464 0 22 11 16 -49 0 15 2 20 -37 1499 % Lights -100.0 97.6 92.3 -97.5 -100.0 96.9 97.4 -97.1 -100.0 100.0 100.0 -100.0 -78.9 100.0 100.0 -90.2 97.3 Buses 0 0 12 1 -13 0 0 7 0 -7 0 0 0 0 -0 0 1 0 0 -1 21 % Buses -0.0 1.3 7.7 -1.3 -0.0 2.2 0.0 -1.5 -0.0 0.0 0.0 -0.0 -5.3 0.0 0.0 -2.4 1.4 Single-Unit Trucks 0 0 11 0 -11 0 0 3 3 -6 0 0 0 0 -0 0 3 0 0 -3 20 % Single-Unit Trucks -0.0 1.2 0.0 -1.1 -0.0 0.9 2.0 -1.3 -0.0 0.0 0.0 -0.0 -15.8 0.0 0.0 -7.3 1.3 Articulated Trucks 0 0 0 0 -0 0 0 0 1 -1 0 0 0 0 -0 0 0 0 0 -0 1 % Articulated Trucks -0.0 0.0 0.0 -0.0 -0.0 0.0 0.7 -0.2 -0.0 0.0 0.0 -0.0 -0.0 0.0 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 -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 Pedestrians ----0 -----3 -----2 -----0 -- % Pedestrians ----------100.0 -----100.0 -------- 2. 5 . m Pa c k e t P g . 9 6 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: Deerfield Parkway with Barclay Boulevard Site Code: Start Date: 02/16/2017 Page No: 6 Turning Movement Peak Hour Data (5:00 PM) Start Time Deerfield Parkway Deerfield Parkway Barclay Boulevard Barclay Boulevard 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 5:00 PM 0 7 102 3 1 112 0 8 225 11 0 244 0 3 1 1 1 5 0 36 4 12 0 52 413 5:15 PM 0 4 114 8 0 126 0 7 232 3 0 242 0 2 2 5 0 9 0 33 4 18 0 55 432 5:30 PM 0 4 76 5 0 85 0 9 228 7 1 244 0 4 1 2 0 7 0 41 2 5 0 48 384 5:45 PM 0 3 106 6 0 115 0 9 230 7 0 246 0 7 3 0 0 10 0 30 2 2 0 34 405 Total 0 18 398 22 1 438 0 33 915 28 1 976 0 16 7 8 1 31 0 140 12 37 0 189 1634 Approach %0.0 4.1 90.9 5.0 --0.0 3.4 93.8 2.9 --0.0 51.6 22.6 25.8 --0.0 74.1 6.3 19.6 --- Total %0.0 1.1 24.4 1.3 -26.8 0.0 2.0 56.0 1.7 -59.7 0.0 1.0 0.4 0.5 -1.9 0.0 8.6 0.7 2.3 -11.6 - PHF 0.000 0.643 0.873 0.688 -0.869 0.000 0.917 0.986 0.636 -0.992 0.000 0.571 0.583 0.400 -0.775 0.000 0.854 0.750 0.514 -0.859 0.946 Lights 0 18 388 22 -428 0 32 909 27 -968 0 16 6 8 -30 0 139 12 36 -187 1613 % Lights -100.0 97.5 100.0 -97.7 -97.0 99.3 96.4 -99.2 -100.0 85.7 100.0 -96.8 -99.3 100.0 97.3 -98.9 98.7 Buses 0 0 5 0 -5 0 1 4 0 -5 0 0 1 0 -1 0 1 0 0 -1 12 % Buses -0.0 1.3 0.0 -1.1 -3.0 0.4 0.0 -0.5 -0.0 14.3 0.0 -3.2 -0.7 0.0 0.0 -0.5 0.7 Single-Unit Trucks 0 0 5 0 -5 0 0 2 1 -3 0 0 0 0 -0 0 0 0 1 -1 9 % Single-Unit Trucks -0.0 1.3 0.0 -1.1 -0.0 0.2 3.6 -0.3 -0.0 0.0 0.0 -0.0 -0.0 0.0 2.7 -0.5 0.6 Articulated Trucks 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 % Articulated Trucks -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 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 Pedestrians ----1 -----1 -----1 -----0 -- % Pedestrians ----100.0 -----100.0 -----100.0 -------- 2. 5 . m Pa c k e t P g . 9 7 Attachment: KLOA Study (1957 : Consider a Special Use for a Childcare Center with Variations to the Sign Code) Preliminary Site Plan 2.5.m Packet Pg. 98 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 9" 13" 8" 8" 8" VAULT UTILITY CONC PAD TRANS ON AT&T CONC PAD TRANS ON CONC PAD TRANS ON AT&T CONC PAD METER ON AT&T "STOP" METAL SIGN "SIEMENS" WOOD SIGN "FOR SALE" INSTRUCTIONS" "SEMI WALL CONC WING I=643.75,18"RCP WALL CONC WING I=638.54,12"RCP BOATING/FISHING..." "NO S,E I=634.17,18"DIP R=646.12 E I=634.78,18"DIP W I=634.78,18"DIP R=646.28 STRUCTURE VEHICLE OVER R=648.35 STRUCTURE VEHICLE OVER R=648.49 W,E I=640.71,12"RCP R=644.66 E I=641.05,12"RCP N I=642.05,6"PVC S I=642.15,6"PVC R=644.80 W,E I=639.88,12"RCP R=644.93 E I=639.98,12"RCP N,S I=642.03,6"PVC R=644.98 E I=640.74,12"RCP N,S I=642.79,6"PVC R=645.24 E,W I=640.29,12"RCP R=645.29 NE I=642.62,10"RCP R=645.27 S I=642.78,12"RCP SW I=643.98,6"PVC NE I=644.08,6"PVC R=646.33 E,W I=642.36,18"RCP SE I=642.66,10"RCP R=646.06 NW I=642.62,10"RCP R=645.12 N,S T/PIPE=640.45 R=645.60 OF 01/09/2017 EDGE OF WATER AS PIN FLAGS GROVE SEWER" "BUFFALO CONC PAD RAISED TRANS ON AT&T T/WALL=645.33 T/WALL=645.08 T/WALL=641.12 T/WALL=641.06 T/WALL=639.60 T/WALL=639.54 BENCHMARK SITE 639 639 640 640 641 641 642 642 643 643 6 4 4 644 644 FL=644.72 EP=644.82 FL=644.85 FL=644.89 EP=644.91 TC=644.92 FL=644.92 TC=644.93T C = 6 4 4. 9 4 FL=644.95 EP=644.98 6 4 5 6 4 5 6 4 5 645 645 645 6 4 5 FL=645.01 EP=645.04 FL=645.05 FL=645.05 EP=645.08 EP=645.08 TC=645.08 EP=645.09 FL=645.09 EP=645.11 EP=645.11 FL=645.11 645.13 TC=645.13 FL=645.14 TC=645.18 645.20 TC=645.20 FL=645.20 FL=645.21 FL=645.24 FL=645.26 FL=645.26 FL=645.27 645.28 TC=645.28 TC=645.29 EP=645.29 EP=645.30 645.32 645.33 EP=645.33 EP=645.34 FL=645.34 645.35 TC=645.35 FL=645.36 EP=645.36 FL=645.37 EP=645.37 TC=645.37 645.38 TC=645.38 FL=645.38 TC=645.38 FL=645.39 TC=645.39 F L=645.40 EP=645.41 TC=645.41 EP=645.42 EP=645.44 645.44 TC=645.46 TC=645.48 645.49 6 4 5 .5 0 FL=645.51 645.52 645.53 FL=645.54 645.55 TC=645.55 645.56 FL=645.57 TC=645.58 645.58 TC=645.59 TC=645.60 TC=645.60 TC=645.61 6 4 5.6 1 TC=645.61 FL=645.61 EP=645.63 TC=645.65 6 4 5 .6 5 645.66 645.66 TC=645.66 645.66 TC=645.66 6 4 5 .6 7 645.68 6 4 5 .6 9 645.69 FL=645.69 6 4 5 .7 1 TC=645.71 TC=645.726 4 5 . 7 2 645.73 TC=645.74 6 4 5 .7 4 645.74 T C =6 4 5 .7 5 EP=645.75 TC=645.76 6 4 5 .7 8 6 4 5 .7 9 TC=645.79 6 4 5 .8 0 6 4 5 .8 1 645.81 TC=645.81 6 4 5 .8 2 645.82 6 4 5 .8 3 FL=645.83 TC=645.83 TC=645.85 TC=645.85 TC=645.86 FL=645.88 TC=645.88 6 4 5 .8 8 T C =645.89 6 4 5 .8 9 6 4 5 .8 9 TC=645.90 EP=645.91 TC=645.91 645.92 645.93 6 4 5 .9 3 FL=645.94 EP=645.94 FL=645.94 EP=645.95 6 4 5. 9 6 6 4 6 646 6 4 6 646 646 646 646 646 6 4 6 6 4 6 6 4 6 646 646.03 646.04 646.05646.06 C TC=646.06 TC=646.07 646.07 TC=646.08 646.10 TC=646.12 TC=646.14 TC=646.18 646.20 646.20 646.21 T C =6 4 6 .2 1646.22 646.23 EP=646.23 TC=646.25 TC=646.30 FL=646.31 EP=646.35 TC=646.36 FL=646.40 FL=646.41 646.41 TC=646.45 646.45 TC=646.46 EP=646.47 EP=646.51 FL=646.56 646.58 EP=646.58 FL=646.59 FL=646.61 FL=646.67 EP=646.72 FL=646.76 646.76 646.78 TC=646.79 EP=646.82 TC=646.86 TC=646.88 TC=646.89 TC=646.91 EP=646.95 FL=646.97 FL=646.97 TC=646.98 TC=646.98 6 4 7 647 647 647 647 647 647 647 647 647 647 EP=647.00 FL=647.04 EP=647.07 647.09 TC=647.16 TC=647.16 FL=647.17 EP=647.18 647.19 TC=647.21 FL=647.22 EP=647.22 6 4 7 .2 3 647.24 6 4 7 .2 6 TC=647.33 647.35 TC=647.38 TC=647.43 TC=647.44 647.44 TC=647.45 TC=647.45 647.46 647.47 6 4 7. 4 9 TC=647.51 EP=647.56 TC=647.57 TC=647.59 FL=647.59 FL=647.75 647.76 TC=647.76 EP=647.78 TC=647.82 TC=647.87 FL=647.87 EP=647.89 6 4 8 648 648 648 648 648 648 6 4 8 6 48 648 648 645 648.03 TC=648.11 EP=648.12 FL=648.12 TC=648.12 FL=648.28 TC=648.28EP=648.32 EP=648.40 TC=648.41 FL=648.41 648.42 EP=648.47 EP=648.51 FL=648.53 FL=648.57 TC=648.63 FL=648.74 TC=648.75 TC=648.77 EP=648.79 FL=648.89 EP=648.90 FL=648.90 TC=648.93 648.94 648.96 FL=648.99 EP=649.00 6 4 9 6 4 9 649 649 6 4 9 649 649 649 6 49 6 4 9 EP=649.01 EP=649.01 FL=649.02 EP=649.03 EP=649.03 FL=649.03 TC=649.07 FL=649.07 TC=649.07 EP=649.10 649.10 FL=649.12 EP=649.15 649.16 FL=649.16 TC=649.22649.22 649.24 EP=649.29 TC=649.29 FL=649.30 EP=649.30 TC=649.34 FL=649.38 TC=649.39 649.45 TC=649.53 FL=649.53 TC=649.54 TC=649.55 EP=649.55 FL=649.55 EP=649.56 649.57 TC=649.57 TC=649.58 649.60 TC=649.68 649.70 TC=649.71 649.71 TC=649.76 649.78 EP=649.79 EP=649.80FL=649.80 TC=649.86 FL=649.86 TC=649.98 650 650 6 5 0 6 5 0 6 5 0 650 650 TC=650.03 TC=650.03 TC=650.35 TC=650.36 TC=650.47 6 5 1 6 5 1 651 651 6 5 1 651 651 6" 18’ 18’ 9 4 ’ 8 3 . 2 7 ’ 24’ 24.5’ 1 5 ’ 44 PARKING SPOT COUNT 3 20 14 3 166.98’ 5.18’ R 3’R 3’R 2.5’R 5’ R 5’R 3’R 1’R 9 ’ 9 . 6 3 ’ 1 0 . 0 4 ’ 2 5 ’ 25’ 25’ 1 6 ’ 34.03’ DEPRESSED CURB & GUTTER REVERSE PITCH CURB HC RAMP (5’ WIDE UNLESS NOTED) CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE PAVEMENT OR APRON HEAVY DUTY PAVEMENT LEGEND NOTES: 6. SEE ARCHITECTURAL DRAWINGS FOR DESIGN AND DETAILS OF THE BUILDINGS ACCESSIBILITY CODE. 5. ALL ACCESSIBLE PARKING SPACE SIGNAGE SHALL CONFORM TO ILLINOIS 4. ALL PAVEMENT MARKINGS SHALL BE PAINT THERMOPLASTIC. 3. SEE SHEET GN1 FOR PAVEMENT SECTION DETAILS. 2. ALL CURBS AND GUTTERS ARE STANDARD REVERSED PITCH UNLESS OTHERWISE NOTED. 1. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. N 0 20 SCALE 1" = 20’ 40 G E O M E T R I C P L A N 9636_GM.DGN 4 GM 5 5 5 5 55 5 0 50 50 5 0 50 50 50 5 6 5 6 5 7 5 7 5 4 5 4 5 4 53 53 52 52 5 2 5 1 5 1 51 4 9 4 9 4 8 49 4 9 4 8 4 7 47 4 6 4 6 2 0 8 . 4 5 ’ 453.99’ 2 0 7 . 8 0 ’ 441.69’ 48 49 49 47 47 46 46 103 1/2" 645.80 104 CROSS 645.80 107 CROSS 645.84 105 CROSS 645.88 106 CROSS 645.92 110 1/2" 646.58 109 1/2" 649.25108 CROSS 649.82 OF R E M A R K S D A T E N O . JOB NO. FILENAME: DATE: SHEET N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , Illin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , G O D D A R D S C H O O L B U F F A L O G R O V E , I L L I N O I S 01/17/2017 9636 11 N:\Projects\9636\ENG\C4_9636GM.dgn Default User=cwood 2.5.m Packet Pg. 99 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) Level of Service Criteria 2.5.m Packet Pg. 100 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) LEVEL OF SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONS Level of Service Average Total Delay (SEC/VEH) A 10 B >10 and 15 C >15 and 25 D >25 and 35 E >35 and 50 F >50 Source: Highway Capacity Manual, 2010. 2.5.m Packet Pg. 101 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) Capacity Analysis Sheets 2.5.m Packet Pg. 102 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 2: Barclay Boulevard & Deerfield Parkway 2/21/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Existing AM Peak Hour Synchro 8 Report NJB Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 16 944 13 1 324 149 22 11 16 23 2 24 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 18 1061 15 1 364 167 25 12 18 26 2 27 Pedestrians 3 1 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 0 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 531 1076 1317 1639 542 1043 1562 266 vC1, stage 1 conf vol 1105 1105 450 450 vC2, stage 2 conf vol 212 534 593 1112 vCu, unblocked vol 531 1076 1317 1639 542 1043 1562 266 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.9 6.5 6.9 tC, 2 stage (s) 6.5 5.5 6.9 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.7 4.0 3.3 p0 queue free % 98 100 89 95 96 92 99 96 cM capacity (veh/h) 1046 655 216 255 488 321 259 739 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 NB 2 SB 1 SB 2 Volume Total 18 707 368 1 243 289 25 30 26 29 Volume Left 18 00100250260 Volume Right 0 0 15 0 0 167 0 18 0 27 cSH 1046 1700 1700 655 1700 1700 216 356 321 646 Volume to Capacity 0.02 0.42 0.22 0.00 0.14 0.17 0.11 0.09 0.08 0.05 Queue Length 95th (ft)10000010774 Control Delay (s) 8.5 0.0 0.0 10.5 0.0 0.0 23.8 16.1 17.2 10.8 Lane LOS A B C C C B Approach Delay (s) 0.1 0.0 19.6 13.8 Approach LOS C B Intersection Summary Average Delay 1.2 Intersection Capacity Utilization 41.6% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 103 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 4: Barclay Boulevard & Busch Parkway 2/21/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Existing AM Peak Hour Synchro 8 Report NJB Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 106 186 8 21 77 48 18 138 16 35 37 9 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 122 214 9 24 89 55 21 159 18 40 43 10 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 122 223 24 144 198 93 Volume Left (vph) 122 0 24 0 21 40 Volume Right (vph) 0 9 0 55 18 10 Hadj (s) 0.62 0.00 0.58 -0.18 0.00 0.13 Departure Headway (s) 6.2 5.6 6.4 5.6 5.4 5.7 Degree Utilization, x 0.21 0.34 0.04 0.22 0.29 0.15 Capacity (veh/h) 554 621 528 601 627 577 Control Delay (s) 9.6 10.3 8.5 9.0 10.6 9.6 Approach Delay (s) 10.0 8.9 10.6 9.6 Approach LOS B A B A Intersection Summary Delay 9.9 Level of Service A Intersection Capacity Utilization 36.0% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 104 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 9: Barclay Boulevard & Siemens Access Drive 2/21/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Existing AM Peak Hour Synchro 8 Report NJB Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 0 0 4 172 49 17 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 Hourly flow rate (vph) 0 0 5 205 58 20 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 283 68 79 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 283 68 79 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 709 1000 1533 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 0 210 79 Volume Left 0 5 0 Volume Right 0 0 20 cSH 1700 1533 1700 Volume to Capacity 0.00 0.00 0.05 Queue Length 95th (ft) 0 0 0 Control Delay (s) 0.0 0.2 0.0 Lane LOS A A Approach Delay (s) 0.0 0.2 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 15.6% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 105 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 2: Barclay Boulevard & Deerfield Parkway 2/21/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Existing PM Peak Hour Synchro 8 Report NJB Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 24 398 22 33 915 38 16 7 8 140 12 37 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 25 419 23 35 963 40 17 7 8 147 13 39 Pedestrians 1 1 1 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 0 0 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1003 443 1079 1555 223 1326 1546 503 vC1, stage 1 conf vol 482 482 1053 1053 vC2, stage 2 conf vol 597 1073 273 494 vCu, unblocked vol 1003 443 1079 1555 223 1326 1546 503 tC, single (s) 4.1 4.2 7.5 6.8 6.9 7.5 6.5 7.0 tC, 2 stage (s) 6.5 5.8 6.5 5.5 tF (s) 2.2 2.2 3.5 4.1 3.3 3.5 4.0 3.3 p0 queue free % 96 97 95 97 99 34 95 92 cM capacity (veh/h) 698 1105 321 219 785 224 264 511 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 NB 2 SB 1 SB 2 Volume Total 25 279 163 35 642 361 17 16 147 52 Volume Left 25 0 0 35 0 0 17 0 147 0 Volume Right 0 0 23 0 0 40 0 8 0 39 cSH 698 1700 1700 1105 1700 1700 321 356 224 416 Volume to Capacity 0.04 0.16 0.10 0.03 0.38 0.21 0.05 0.04 0.66 0.12 Queue Length 95th (ft)3002004310111 Control Delay (s) 10.3 0.0 0.0 8.4 0.0 0.0 16.8 15.6 47.2 14.9 Lane LOS B A C C E B Approach Delay (s) 0.6 0.3 16.2 38.9 Approach LOS C E Intersection Summary Average Delay 5.1 Intersection Capacity Utilization 48.5% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 106 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 4: Barclay Boulevard & Busch Parkway 2/21/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Existing PM Peak Hour Synchro 8 Report NJB Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 58 98 16 11 181 34 6 60 23 66 165 103 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 71 120 20 13 221 41 7 73 28 80 201 126 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 71 139 13 262 109 407 Volume Left (vph) 71 0 13 0 7 80 Volume Right (vph) 0 20 0 41 28 126 Hadj (s) 0.65 -0.07 0.65 -0.06 -0.05 -0.08 Departure Headway (s) 7.2 6.5 7.1 6.3 6.1 5.5 Degree Utilization, x 0.14 0.25 0.03 0.46 0.18 0.62 Capacity (veh/h) 458 509 473 523 516 627 Control Delay (s) 10.2 10.4 9.1 13.5 10.4 16.9 Approach Delay (s) 10.3 13.2 10.4 16.9 Approach LOS B B B C Intersection Summary Delay 13.8 Level of Service B Intersection Capacity Utilization 50.2% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 107 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 9: Barclay Boulevard & Siemens Access Drive 2/21/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Existing PM Peak Hour Synchro 8 Report NJB Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 20 1 0 69 188 4 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 23 1 0 78 214 5 Pedestrians 1 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 295 217 219 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 295 217 219 tC, single (s) 6.5 6.2 4.1 tC, 2 stage (s) tF (s) 3.6 3.3 2.2 p0 queue free % 97 100 100 cM capacity (veh/h) 679 827 1361 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 24 78 218 Volume Left 23 0 0 Volume Right 1 0 5 cSH 685 1361 1700 Volume to Capacity 0.03 0.00 0.13 Queue Length 95th (ft) 3 0 0 Control Delay (s) 10.4 0.0 0.0 Lane LOS B Approach Delay (s) 10.4 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 20.2% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 108 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 2: Barclay Boulevard & Deerfield Parkway 2/23/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Future AM Peak Hour Synchro 8 Report NJB Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 42 1146 14 1 483 177 23 12 17 35 2 47 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 47 1288 16 1 543 199 26 13 19 39 2 53 Pedestrians 3 1 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 0 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 742 1304 1718 2135 656 1411 2043 371 vC1, stage 1 conf vol 1391 1391 644 644 vC2, stage 2 conf vol 328 744 767 1399 vCu, unblocked vol 742 1304 1718 2135 656 1411 2043 371 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.9 6.5 6.9 tC, 2 stage (s) 6.5 5.5 6.9 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.7 4.0 3.3 p0 queue free % 95 100 81 92 95 82 99 92 cM capacity (veh/h) 875 537 138 176 412 224 181 632 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 NB 2 SB 1 SB 2 Volume Total 47 858 445 1 362 380 26 33 39 55 Volume Left 47 00100260390 Volume Right 0 0 16 0 0 199 0 19 0 53 cSH 875 1700 1700 537 1700 1700 138 265 224 574 Volume to Capacity 0.05 0.50 0.26 0.00 0.21 0.22 0.19 0.12 0.18 0.10 Queue Length 95th (ft)4000001710168 Control Delay (s) 9.4 0.0 0.0 11.7 0.0 0.0 37.0 20.5 24.4 11.9 Lane LOS A B E C C B Approach Delay (s) 0.3 0.0 27.8 17.1 Approach LOS D C Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 50.2% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 109 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 4: Barclay Boulevard & Busch Parkway 2/23/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Future AM Peak Hour Synchro 8 Report NJB Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 112 197 12 28 82 51 22 156 27 37 46 10 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 129 226 14 32 94 59 25 179 31 43 53 11 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 129 240 32 153 236 107 Volume Left (vph) 129 0 32 0 25 43 Volume Right (vph) 0 14 0 59 31 11 Hadj (s) 0.62 -0.01 0.58 -0.18 -0.02 0.13 Departure Headway (s) 6.4 5.8 6.6 5.9 5.5 5.9 Degree Utilization, x 0.23 0.39 0.06 0.25 0.36 0.18 Capacity (veh/h) 534 597 504 572 602 552 Control Delay (s) 10.1 11.2 8.9 9.6 11.6 10.2 Approach Delay (s) 10.8 9.5 11.6 10.2 Approach LOS B A B B Intersection Summary Delay 10.7 Level of Service B Intersection Capacity Utilization 37.6% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 110 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 9: Barclay Boulevard & Siemens Access Drive 2/23/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Future AM Peak Hour Synchro 8 Report NJB Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 22 33 48 183 51 35 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 Hourly flow rate (vph) 26 39 57 218 61 42 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 414 82 102 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 414 82 102 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 95 96 96 cM capacity (veh/h) 576 984 1502 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 65 275 102 Volume Left 26 57 0 Volume Right 39 0 42 cSH 767 1502 1700 Volume to Capacity 0.09 0.04 0.06 Queue Length 95th (ft) 7 3 0 Control Delay (s) 10.1 1.8 0.0 Lane LOS B A Approach Delay (s) 10.1 1.8 0.0 Approach LOS B Intersection Summary Average Delay 2.6 Intersection Capacity Utilization 29.0% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 111 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 2: Barclay Boulevard & Deerfield Parkway 2/23/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Existing PM Peak Hour Synchro 8 Report NJB Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 47 577 23 35 1125 57 17 7 9 161 13 65 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 49 607 24 37 1184 60 18 7 9 169 14 68 Pedestrians 1 1 1 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 0 0 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1244 633 1461 2037 318 1705 2019 623 vC1, stage 1 conf vol 719 719 1288 1288 vC2, stage 2 conf vol 742 1318 417 732 vCu, unblocked vol 1244 633 1461 2037 318 1705 2019 623 tC, single (s) 4.1 4.2 7.5 6.8 6.9 7.5 6.5 7.0 tC, 2 stage (s) 6.5 5.8 6.5 5.5 tF (s) 2.2 2.2 3.5 4.1 3.3 3.5 4.0 3.3 p0 queue free % 91 96 91 95 99 0 93 84 cM capacity (veh/h) 566 939 201 135 683 158 192 426 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 NB 2 SB 1 SB 2 Volume Total 49 405 227 37 789 455 18 17 169 82 Volume Left 49 0 0 37 0 0 18 0 169 0 Volume Right 0 0 24 0 0 60 0 9 0 68 cSH 566 1700 1700 939 1700 1700 201 247 158 354 Volume to Capacity 0.09 0.24 0.13 0.04 0.46 0.27 0.09 0.07 1.07 0.23 Queue Length 95th (ft)7003007521922 Control Delay (s) 12.0 0.0 0.0 9.0 0.0 0.0 24.6 20.7 151.1 18.2 Lane LOS B A C C F C Approach Delay (s) 0.9 0.3 22.7 107.8 Approach LOS C F Intersection Summary Average Delay 12.8 Intersection Capacity Utilization 61.3% ICU Level of Service B Analysis Period (min) 15 2.5.m Packet Pg. 112 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 4: Barclay Boulevard & Busch Parkway 2/23/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Existing PM Peak Hour Synchro 8 Report NJB Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 62 104 20 18 192 36 9 71 36 70 182 109 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 76 127 24 22 234 44 11 87 44 85 222 133 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 76 151 22 278 141 440 Volume Left (vph) 76 0 22 0 11 85 Volume Right (vph) 0 24 0 44 44 133 Hadj (s) 0.65 -0.08 0.65 -0.06 -0.07 -0.08 Departure Headway (s) 7.6 6.9 7.5 6.7 6.4 5.8 Degree Utilization, x 0.16 0.29 0.05 0.52 0.25 0.71 Capacity (veh/h) 431 477 450 498 492 601 Control Delay (s) 10.9 11.4 9.6 15.5 11.6 21.4 Approach Delay (s) 11.2 15.1 11.6 21.4 Approach LOS B C B C Intersection Summary Delay 16.4 Level of Service C Intersection Capacity Utilization 52.5% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 113 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) HCM Unsignalized Intersection Capacity Analysis 9: Barclay Boulevard & Siemens Access Drive 2/23/2017 Proposed Goddard School - Buffalo Grove 2/21/2017 Existing PM Peak Hour Synchro 8 Report NJB Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 44 40 39 72 199 21 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 50 45 44 82 226 24 Pedestrians 1 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 410 239 251 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 410 239 251 tC, single (s) 6.5 6.2 4.1 tC, 2 stage (s) tF (s) 3.6 3.3 2.2 p0 queue free % 91 94 97 cM capacity (veh/h) 563 804 1325 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 95 126 250 Volume Left 50 44 0 Volume Right 45 0 24 cSH 657 1325 1700 Volume to Capacity 0.15 0.03 0.15 Queue Length 95th (ft) 13 3 0 Control Delay (s) 11.4 2.9 0.0 Lane LOS B A Approach Delay (s) 11.4 2.9 0.0 Approach LOS B Intersection Summary Average Delay 3.1 Intersection Capacity Utilization 32.6% ICU Level of Service A Analysis Period (min) 15 2.5.m Packet Pg. 114 At t a c h m e n t : K L O A S t u d y ( 1 9 5 7 : C o n s i d e r a S p e c i a l U s e f o r a C h i l d c a r e C e n t e r w i t h V a r i a t i o n s t o t h e S i g n C o d e ) 04/19/2017 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, APRIL 19, 2017 Call to Order The meeting was called to order at 7:30 PM by Commissioner Eric Smith Public Hearings/Items For Consideration 1.Consider Approval of a Rezoning to R6A and R9 Planned Development for the Link Crossing Subdivision (Continued from the April 5, 2017 Planning and Zoning Commission Meeting) (Trustee Berman) (Staff Contact: Chris Stilling) Lawrence Freedman, James Truesdell, Jon Isherwood, Eric Russell, Steven Kaminski, Mark Kurensky, Randall Wilt and Zoran Milutinovic, were present and sworn in. Mr. Freedman advising that they have not made any modifications to the proposed development. They are looking to get feedback from both the Commission and the public prior to making any modifications. He addressed a major concern that was discussed at the last meeting concerning the Park District. Originally, the Park District had asked for a land donation for bike trails and a cash donation to improve Prairie Grove Park. Since the last meeting, the Park District has changed their position and have requested land donation for bike trails and an expansion of Prairie Grove Park. Based upon the feedback received, the plans will be modified to address comments. Mr. Truesdell clarified a few issues that were raised at the previous meeting. He compared the three story townhomes to the Easton Station Townhomes since height was an issue. They are not asking for any variations for the height of the three story townhomes. They are within the allowable code. He addressed the comments concerning the lack of similar developments in the area. He advised that Easton Station is very similar as well as many other developments located in adjacent communities. He reiterated Mr. Freedman’s comments concerning the park and finally he addressed the concerns about the schools. They have negotiated with the School Districts and will be providing an additional acre of detention in addition to the cash donations. Mr. Stilling advised that the proposed plan will likely change. Once the Village has received a revised plan, it will be made available to the public the Friday prior to the next Planning and Zoning Commission meeting. Com. Goldspiel referenced the traffic study and stated that he did not see a proposed traffic light at either end of the development and asked how traffic management will be addressed. Mr. Russell explained that the traffic volumes today do not warrant a traffic signal. The widening of Buffalo Grove Road will make a difference. He acknowledged that there will be delays during the rush hour on Brandywyn Lane. However, the lights on Buffalo Grove Road will create gaps that will allow traffic to exit onto Buffalo Grove Road. He does not believe that the back ups will be significant. Com. Goldspiel asked how many cars represent 75 feet. Mr. Russell responded three to four cars. Com. Goldspiel asked if the lights could be timed to create better gaps. Mr. Russell responded that he will have to look at them. The lights may be on different systems. He advised that residents could always take Brandywyn Lane to Prairie Road. 3.B.1 Packet Pg. 115 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 p r 1 9 , 2 0 1 7 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 04/19/2017 Com. Cesario commented on some of the highlighted issues. The aging population is typically looking for a smaller home with a master bedroom on the first floor. He understands that the proposed development will not be age-restricted. A master on the first floor is appealing to this demographic and rare in Buffalo Grove. The proposed R9 zoning is common in Buffalo Grove. R6 zoning allows for the smallest single family lot size. Under this proposed development, owners will have minimal maintenance as it will be a maintenance-free community. The R6A zoning does not detract him from this proposal. The green space views make sense. There is ample dedicated parking throughout the proposed development. Sidewalks and bike paths are also throughout, except in the cul-de-sacs. He recommends adding some sort of sidewalks around the cul- de-sacs. Regarding the school districts, there is always worry when adding a large number of homes within the districts. The school districts acknowledged that this project will have a positive financial impact. The developer is currently working with the Park District on proposed changes. The three story townhomes look like an urban product in a suburban setting. The developers point on the proposed building height is a good one. He compared this proposed project to other developments along Buffalo Grove Road. Overall he believes the developer did a good job. He still struggles to see how this project will work with the existing neighborhoods. He suggested scaling the proposal down to more closely match what is in the area surrounding it. Or he would prefer to see samples of what the development will look like to the surrounding neighborhoods. Regarding traffic, he suspects that during peak times it will be more impactful. Regarding pricing, retirees downsize and the pricing is high for this type of product. Com. Lesser does not buy into the traffic study’s conclusions. He drops off and picks up his children and has seen cars stacked with small gaps in traffic. His experiences are not consistent with what is being represented. He advised that the traffic impact must be looked at very careful and believes that this proposed development will have a significant impact on both the traffic and schools. He recommended incorporating traffic signals into the plan. Com. Khan advised Mr. Russell that he was at the site around 7:15 p.m. to see the traffic conditions. There were three cars stacked behind him while he was attempting to turn left onto the Buffalo Grove Road from Brandywyn Lane. He waited between 30 and 45 seconds to turn. He stated that the traffic study is based on current traffic and does not account for the increased traffic of the proposed development or any future development of the vacant land to the south. He agrees with the comments made by the other Commissioners. He believes a future traffic signal will be required. He asked Mr. Russell if he had any knowledge of future road projects to be done by the County. Mr. Russell responded that he is only aware of the future widenings of that section of Buffalo Grove Road. The County will not install a traffic signal until it is required. Even projecting out to 2020, the traffic counts would not warrant the installation of a traffic signal. The Village can re-visit the traffic counts in the future. Com. Khan asked if Mr. Russell had contact the local Police Department to obtain the accident information used in the study. Mr. Russell advised that he gets the information from the State. Com. Khan suggested that the developer contribute toward a future traffic signal or for future road improvements and not to place the responsibility upon the Village. Com. Khan advised Mr. Truesdell that he is not a fan of private roads or private sidewalks. After many years when the roads and sidewalks start to need maintenance, the Homeowners Association will end up at the Village asking for the Village to take over responsibility. That puts the Village between a rock and a hard place. He does not support the private roads and sidewalks. Regarding the anticipated HOA dues, an average two bedroom condominium costs approximately $275.00 to $325.00/month. He does not see the HOA fees to be less than $400.00/month. Mr. Isherwood stated that the cul de sacs will not be as wide as Village 3.B.1 Packet Pg. 116 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 p r 1 9 , 2 0 1 7 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 04/19/2017 streets. He asked Com. Khan to clarify what he is asking. Com. Khan would like the streets to meet Village code. Com. Khan advised Mr. Milutinovic that people want their children to go to Buffalo Grove schools. He has a hard believing the estimated number of school children that this development would generate. He compared the current proposal to the alternative in the Comprehensive Plan which consists of single family home subdivision. Mr. Isherwood responded that a subdivision with 120 single family homes would be a different kind of development. The demand will be for 3,000 to 4,000 square foot homes with four bedrooms. Com. Khan advised that the report also indicates that the Village would lose approximately $6 million dollars over 20 years if the 120 homes development was pursued. Com. Cohn understands the need to build for an aging population, but you also get what you build for. The Comprehensive Plan called for single family home development. This project does not meet the Comprehensive Plan. The project needs to harmonize with the surrounding neighborhoods, which this project does not do. A single family home development would provide for the sense of a community. Purchasers of single family homes will put their roots down and take pride in their community. He doesn’t feel the proposed development would attract a people that would take pride in the community. He believes this property should reflect what is called for in the Comprehensive Plan. He also agrees with the other Commissioners concerning the traffic impacts. He stated that there has been no testimony in support of the proposed development. Com. Moodhe addressed Mr. Russell with regards to the traffic study. He was in the area at 7:30 a.m. and the cars trying to cross Buffalo Grove Road looked like a game of Frogger. The traffic study did not take into account the future development of the remaining vacant land either. From 6:00 p.m. to 6:40 p.m. there is a dramatic increase in traffic in this area. Most people that leave work at 5:00 p.m. are just arriving home. Mr. Russell stated that the study reviewed traffic from 4:00 p.m. to 6:00 p.m. He also advised that the traffic on Brandywyn Lane is what will warrant whether a traffic light can be installed at that location. Com. Moodhe noted that if traffic backs up on Aptakisic Road and Buffalo Grove Road, traffic will cut through on Brandywyn Lane. The projections and the facts differ. He also still has issues with the density and the architecture. He is trying to visualize what it will look like. When traveling south on Buffalo Grove Road, the three story townhomes will be right in your face. He suggested possibly breaking the project down into two communities. Based on the acreage, there may be a possible loss of units. However, he is fine with that. Com. Weinstein noted that even with a 120 single-family homes development, there will still be an impact on the traffic. Mr. Monico stated that the requirements to install a traffic signal are based on Federal requirements. Mr. Stilling stated that the Village could ask the developer for a donation to recoup costs for a future traffic signal. Com. Weinstein understands that the requirements to install a traffic signal are not under the Village’s control. However, it’s all about the density. He has not had an issue with the three story townhomes. He believes the east side of the proposed development is too dense. He addressed Com. Cohn’s comment regarding no testimony in support of the project by indicating that people only come out when they object to something and typically not when they support it. He also believes that traffic will be a problem. Com. Au agrees with Com. Weinstein. The property should be developed according to the Comprehensive Plan. She would like for the developer to provide studies of longevity of residents in townhomes. 3.B.1 Packet Pg. 117 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 p r 1 9 , 2 0 1 7 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 04/19/2017 Com. Goldspiel also agrees with Commissioners Khan, Cohn and Weinstein. The project has constraints around traffic control and water management. The proposed development does not adhere to the Comprehensive Plan. This is a very high density development. Regarding zoning, it is not the Village’s intent to build under the “A” classifications. He likes the architecture but is troubled by the three story townhomes. Stairs are a problem for seniors. Private roads are not a good idea. This does not meet the intent of clustering. The two story townhomes could use more space. Com. Lesser stated that the developer has been provided comments and feedback. The current proposed plan is very similar to what the Commission had first seen during the workshops. There are concerns with density and this development is not consistent with the Comprehensive Plan. The Planning & Zoning Commission’s role is to do what’s best for the community. The Village envisioned a traditional residential development for this land. He agrees with many of the other Commissioners’ comments. He also does not like the private roads. The data presented in the traffic study does not seem accurate. He would like to see a more traditional residential subdivision with a small mix of townhomes. Ch. Smith asked about the type of customers they anticipate to attract. Mr. Isherwood responded the 19 to 34 year of age range. They are open to limiting the number of investor purchases and the number of units any one purchaser buys, in addition to limiting the number units to be used as rentals. They looked at the ownership history in the Mirielle and Tenerife Subdivisions. People today have different demands then before. Ch. Smith asked staff to generate a limit on the number of rentals. There were no additional questions or comments from the Commissioners. Ch. Smith entertained questions and comments from the audience. Multiple people in the audience stood to speak. Ch. Smith sworn them in. Mr. Elliott Hartstein, 908 Providence Lane, advised that this is the last big piece of land to infill. He believes that the proposed development is a beautiful development, but is it a good development as presented. It does not follow the Comprehensive Plan. His biggest concern is the density. He is concerned about the make up of the development. This location is not suitable for three story townhomes. He is concerned about the private roads. They need to create more open space. Mike Garfield, 2118 Jordan Terrace, believes that 214 units will have an impact of traffic. 214 units does not make sense. There are narrow roads and no sidewalks. The occupants of the three story townhomes will not be able to get out except for on Brandywyn Lane. The 120 single family home development makes more sense for both traffic impacts and the schools. Marc Benjoya, 2071 Wright Boulevard, believes that Buffalo Grove is a community that likes open space and the developer should not create density for economic gain. The proposed development impacts safety from Buffalo Grove Road to Brandywyn Lane to Meridian. Where is all the traffic going to go? The Comprehensive Plan calls for contiguousity. Less density will benefit all. He asked if the developer has the First Right of Refusal for the remaining Didier property. The development will create safety concerns and traffic concerns. Michael Lessner, 156 Ironwood Court, lives across from the proposed main entrance. He is concerned with the traffic flow. He asked for Stevenson High School to not allow front 3.B.1 Packet Pg. 118 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 p r 1 9 , 2 0 1 7 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 04/19/2017 door drop off. He asked about splitting the traffic access to two or three different spots. He asked about the connection of the bike paths. He is concerned with the environmental impact the proposed development would have on wildlife on the proposed site. He advised that he talked to the Didier family and they want to continue to operate in Buffalo Grove. He believes that the Comprehensive Plan should be followed. Anthony Kruschel, 2322 Magnolia Court East, does not like the look of the proposed townhomes. He believes they look like apartment buildings. He suggested putting a ten foot high berm and landscaping along Meridian. Ellen Ross, School District 102 Board President, stated that the school board does not express support for or against any development, including this one. She clarified information to Com. Lesser concerning the changes that will be made to the schools. She advised that the school is expanding as a result of several development and current expansions efforts would occur with or without the project. Steven Lefar, 2038 Jordan Terrace, moved in to his home in 2001. There were many investors and rentals at that time. People were constantly moving in and out. He does not believe the student calculations are correct. He does not believe that people will pay $400,000 for a home with $10,000 in taxes to downsize. He met with the original developer of this property and students were projected to be 125, not 85. He is concerned with the construction traffic that will be generated. He did not see construction traffic addressed in the plan or any of the other planned road projects. Jeffrey Braiman, 26 W. Canterbury Lane, stated that the 120 unit single family development has been mentioned a lot. The Comprehensive Plan addresses zoning and lot size. He asked about the vacant property to the south and believes that the subject development will dictate what getting developed to the south. Most developers will match existing development and consequently, they will end up with even more townhomes. Keith Donaldson, 89 Chestnut Terrace, has concerns about safety. He suggested that a pedestrian crossing light be installed. Kids cut across Prairie Road all the time. It is a dangerous situation. He asked if there were plans to widen Brandywyn Lane to accommodate the traffic. Mr. Stilling explained that Brandywyn Lane is already a collector street and will not be widened. Mr. Donaldson stated that he has lived there 22 years, but he is considering moving out. Kyle Olson, 738 Aspen Drive, agrees with the Commissioners comments. He does not believe that concerns have been addressed. Townhomes have a place, but not in this location. The proposed development will match the existing home is the area. He stated that the requested zoning of R9 instead of R8 is to allow the extra height on the townhomes. The plan does not make sense. He does not believe that there will be adequate parking available in the cul-de-sacs. He wants to know who asked for this type of housing. Mr. Stilling advised that the Village Board approved an Economic Development Plan last year, which recommended the Village look to diversify their housing stock. Mr. Olson does not believe targeting Millennials with $400,000.00 homes. He also suggested putting two story townhomes in area A. Laura Neiberg, 362 Satinwood Court N, lives right at Satinwood and has only one way to get the Brandywyn Lane. She is concerned about the traffic. She cannot believe the 214 3.B.1 Packet Pg. 119 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 p r 1 9 , 2 0 1 7 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 04/19/2017 homes proposed for this development will not have an impact on the traffic. Any other way she travels adds 20 minutes to her commute. She is concerned about construction traffic. She is concerned with the density. She is concerned about water runoff on the surrounding properties. Ilya Tseitlin, 154 Ironwood Court, believes that traffic is awful today. There should be another road built from Brandywyn to Aptakisic. Albert Murillo, 197 Hoffman Drive, asked KHov if they overpaid for the property. The proposed project’s density would impact the parks, traffic and schools. He believes a lot of children will come out of this development - more than 85. He suggested they consider making it a retirement community. He asked if KHov owns the property or not. He asked if they can back out if this development if it does not get approved. He asked the developer to justify putting so many homes in this development. He would like to see the Planning & Zoning Commission make the right decision. Roberta Young, 50 Carlyle Lane, lives four homes away from Brandywyn. Traffic is an issue now and will only get worse. Kids run across the street and there are no crossing guards. The three story townhomes do not fit in here. The two story townhomes fits since they are the same height. She explained that people spend under $500,000.00 for homes in Buffalo Grove right now. She heard people are talking about moving out because of this proposed development. She is concerned because people move here only for the schools. She believes the association fees will be more than $200.00 a month. Keith Donaldson, added that the three story townhomes are shorter because the roof pitch has been reduced, which makes the buildings look like apartments. He is concerned with the traffic on Buffalo Grove Road. The traffic flow on Brandywyn Lane will be greatly affected. Cars are parked past Chestnut Terrace many times after 6:30 p.m. Neil Worlikar, 1927 Jordan Terrace, does not agree with the traffic study. Private roads are issues with snow removal. He would like to see more playground equipment. He referred to the Lake County website regarding traffic accident data. He stated that there is a lot of pass through traffic as well as resident traffic. The School Board plans a $25 million dollar expansion project. He would like to see the where the data on Millennials is coming from. Ilene Shapiro, 63 Chestnut Terrace, is concerned about the density impact on public safety and crime. She asked if there is a plan to add more police officers. A resident on Jordan Terrace is concerned about the density. People come to Buffalo Grove for the schools. He would like to see more reliable data presented. The townhomes are not fit for this community. He suggested to build a church instead. Eli Sasson, 24 Chestnut Court W, has lived here for 12 years. He moved here, just like many, for the schools. He believes the information provided is wrong with regards to the forecasts for the schools, traffic and associates dues. He believes that students generated will be more like 400, not 85. This can be a very profitable project if the homes were 2,500 to 2,700 square feet. This project will kill the community. Traffic is already an issue. 120 single family homes is a reasonable number of units. 3.B.1 Packet Pg. 120 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 p r 1 9 , 2 0 1 7 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 04/19/2017 John Dahlen, 160 Ironwood Court, has lived here 19 years. He backs up to the Arboretum. He has the same concerns as everyone else. He is concerned about his property values. He just inherited a unit at the corner of Brandywyn Lane and Buffalo Grove Road. He suggested adding more chairs for the next public hearing. An audience member is also concerned with traffic. People drive very fast. He was involved in an accident on Prairie Road. Keith Donaldson is bothered by the study indicating 7 years as the average time people have owned their townhomes. He would like to see how many residents have lived in their homes 12 to 15 years. There is nothing to walk to in the area. People are leaving Buffalo Grove because of the property taxes. The taxes will keep people from retiring in Buffalo Grove. Kathy Arvanitakis, 401 English Oak Terrace, is concerned that the retention area at the corner will be lost. Trees will be cut down. Several areas have added tall grass like what is being proposed for the retention area and she does not like it. There were no additional questions or comments from the audience. There were no additional questions or comments from the Commissioners. Moved by Com. Lesser, seconded by Com. Moodhe, to Table the public hearing to the May 17, 2017 Planning & Zoning Commission regular meeting. RESULT:TABLED [UNANIMOUS] Next: 5/17/2017 12:00 AM AYES:Smith, Moodhe, Cesario, Cohn, Goldspiel, Khan, Lesser, Weinstein, Au Regular Meeting Other Matters for Discussion None. Approval of Minutes 1.Planning and Zoning Commission - Regular Meeting - Apr 5, 2017 7:30 PM Moved by Com. Cesario, seconded by Com. Lesser, to approve the minutes of the April 5, 2017 regular meeting as submitted. RESULT:ACCEPTED [8 TO 0] MOVER:Frank Cesario, Commissioner SECONDER:Scott Lesser, Commissioner AYES:Smith, Moodhe, Cesario, Cohn, Goldspiel, Khan, Lesser, Weinstein ABSTAIN:Amy Au Chairman's Report 3.B.1 Packet Pg. 121 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 p r 1 9 , 2 0 1 7 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 04/19/2017 None. Committee and Liaison Reports None. Staff Report/Future Agenda Schedule Mr. Stilling advised that the May 3, 2017 regular meeting will be cancelled. The next regular meeting will be held on May 17, 2017. Public Comments and Questions None. Adjournment The meeting was adjourned at 10:37 PM Chris Stilling Director of Community Development APPROVED BY ME THIS 19th DAY OF April , 2017 3.B.1 Packet Pg. 122 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 p r 1 9 , 2 0 1 7 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s )