Loading...
HomeMy Public PortalAbout04-21-2020 Plan Commission PacketPlan Commission Tuesday, April 21, 2020 7:00 PM Village Boardroom 24401 W. Lockport Street Plainfield, IL 60544 Agenda ALL MUNICIPAL BUILDINGS ARE CLOSED TO THE PUBLIC CALL TO ORDER PLEDGE TO THE FLAG ROLL CALL PUBLIC COMMENTS - •Please email public comments to publiccomments@goplainfield.com, please note PUBLIC COMMENTS - PLAN COMMISSION in the email subject line. Comments must be received by Tuesday, April 21, 2020 at 3:00 p.m. •Village Meetings are livestreamed on the Village’s Website - https://plainfield-il.org/pages/agendasmeetings, click “in progress” when available. •Live meetings are broadcast on Comcast Channel 6 and AT&T U-verse Channel 99. DEVELOPMENT REPORT OLD BUSINESS CASE NUMBER: 1868-011020.TA (Public Hearing) REQUEST: Text Amendment to Zoning, Sign Code & Historic Preservation APPLICANT: Village of Plainfield Please email public comments to publiccomments@goplainfield.com, please note PUBLIC COMMENTS - PLAN COMMISSION in the email subject line. Comments must be received by Tuesday, April 21, 2020 at 3:00 p.m. Text Amendment to Zoning Code Staff Report & Attachments.pdf CASE NUMBER: 1869-011020.TA (Public Hearing) REQUEST: Text Amendment to Subdivision Code APPLICANT: Village of Plainfield 1 Plan Commission Page - 2 Please email public comments to publiccomments@goplainfield.com, please note PUBLIC COMMENTS - PLAN COMMISSION in the email subject line. Comments must be received by Tuesday, April 21, 2020 at 3:00 p.m. Text Amendment to Sudvision Code Staff Report & Attachments.pdf CASE NUMBER: 1875-022520.SU.SPR (Public Hearing) REQUEST: Special Use & Site Plan Review LOCATION: 15024 S. Des Plaines St. APPLICANT: Michelle Smith Please email public comments to publiccomments@goplainfield.com, please note PUBLIC COMMENTS - PLAN COMMISSION in the email subject line. Comments must be received by Tuesday, April 21, 2020 at 3:00 p.m. Des Plaines St. Mixed Use Development Staff Report & Plans.pdf Des Plaines St. Parking Lot Landscape Plan.pdf NEW BUSINESS (TO BE CONTINUED TO THE MAY 5th PLAN COMMISSION MEETING) CASE NUMBER: 1877-031920.SU.SPR (Public Hearing) REQUEST: Special Use & Site Plan Review LOCATION: Lot 6 in the Prairie Creek Commercial Subdivision APPLICANT: Rod Baker Ford Rod Baker Memo.pdf DISCUSSION ADJOURN REMINDERS - May 4th - Village Board Meeting at 7:00 p.m. May 5th - Plan Commission Meeting at 7:00 p.m. 2 3 4 ARTICLE X. – BICYCLE PARKING Sec. 9-84. - Purpose. This chapter aims to encourage the use bicycles to help alleviate traffic congestion and pollution, and increase public well-being and safety by providing sufficient, convenient and secure places to store bicycles. This chapter also aims to promote success in business operations by establishing uniform bicycle parking standards for developers in new development and major renovations across the village with improved access to employment, commercial destinations, and other transportation alternatives. Sec. 9-85. – Required Number of Bicycle Parking Spaces. New bicycle parking plan is required for new residential, commercial, and industrial development or renovations and it shall comply with Table ____. Sec. 9-86. – Required Design of Bicycle Facilities. (1) Bicycle parking facilities must be placed on flat and paved surface such as concrete and asphalt; (2) Bicycle parking facilities shall be securely anchored on the ground, and well maintained to be able to resist rust, corrosion, hammers, and saws; (3) Bicycle parking facilities shall be designed in style of post and loop, inverted “U”-shape, “A”-shape, or wheelwell-secure (See Figure____); (4) The color and design of bicycle parking facilities shall be consistent with their environment and be able to incorporate into building or streetscape design; (5) Bicycle parking facilities shall allow both the bicycle frame and the wheels to be locked with the bicycle in an upright position using a standard U-lock. Section 9-87. – Required Location of Bicycle Facilities. (1) Required bicycle parking facilities shall be located as follows: a. Bicycle parking facilities shall be located in convenient, highly visible, active, well-lighted areas; b. Sufficient directness, street crossings, and security shall be provided to bicycle parking facilities; c. Bicycle parking facilities shall not be located more than one hundred (100) feet away from the primary building entrance as measured from the nearest point of the building to the bicycle parking facilities location; d. Bicycle parking facilities shall not interfere pedestrian sidewalks or vehicular lanes; e. When there are more than one (1) row of bike parking facilities proposed, an aisle, which is at least forty-eight (48) inches, shall be placed between multiple rows of bicycle parking facilities. At least thirty (30) inches of space shall be 5 placed between every two (2) bike parking facilities for circulation purpose. The paved surface surrounding a proposed bicycle parking facilities site shall be no less than twenty-four (24) inches and the surrounding space shall be unobstructed. 6 Parking Standards Bicycle Parking Standards* Single-family dwelling 2 spaces per dwelling unit None Duplex 2 spaces per dwelling unit None Townhouse 2 spaces per dwelling unit 2 spaces per dwelling unit Multi-family dwelling 1.5 spaces per dwelling unit 1.5 spaces per dwelling unit Group living 1 space per 4 beds 1 space per 4 beds 1 space/300 sq. ft. of GFA 1 space per 30 vehicle spaces 1 space/300 sq. ft. of GFA 1 space per 30 vehicle spaces Stacking of 4 vehicles at each bay window, lane, ordering station or machine, with a minimum of 5 spaces per establishment plus additional use requirements; 1 stacking space per ATM when not associated with on- site financial institution. None Dry cleaning and laundry pick-up 1 space/300 sq. ft. of GFA 1 space per 30 vehicle spaces Dry cleaning plant 1 space/500 sq. ft. of GFA 1 space per 50 vehicle spaces Brew-pub or microbrewery 1 space/250 sq. ft. of GFA 1 space per 10 vehicle spaces Cafe, coffee shop, soda fountain 1 space/200 sq. ft. of GFA 1 space per 10 vehicle spaces Restaurant 1 space/100 sq. ft. of GFA 1 space per 10 vehicle spaces Specialty food shop, carry-out 1 space/200 sq. ft. of GFA 1 space per 10 vehicle spaces Tavern or lounge 1 space/150 sq. ft. of GFA 1 space per 10 vehicle spaces Arcade, amusement, and billiard/pool hall 1 space/400 sq. ft. of GFA 1 space per 20 vehicle spaces Camp, Day or Youth No minimum requirement No minimum requirement Health club 1 space per 200 sq. ft. of exercise area 1 space per 10 vehicle spaces Massage parlor 1 space per 300 sq. ft. of GFA 1 space per 10 vehicle spaces Recreation facility, private, indoor 1 space per 600 sq. ft. of GFA 1 space per 10 vehicle spaces Tennis, squash, racquetball facility, indoor or outdoor 3 spaces per court 1 space per 10 vehicle spaces Theater 1 space per 5 seats in the main auditorium 1 space per 20 vehicle spaces Bank, credit union, savings and loan 1 space per 250 sq. ft. of GFA 1 space per 20 vehicle spaces Brokerage or financial advising 1 space per 250 sq. ft. of GFA 1 space per 20 vehicle spaces Money exchange or payday loan, or pawn shop 1 space per 300 sq. ft. of GFA 1 space per 20 vehicle spaces 1 space per 300 sq. ft. of stall area 1 space per 20 vehicle spaces Convenience store 1 space per 300 sq. ft. of GFA 1 space per 20 vehicle spaces Grocery store, liquor store, supermarket 1 space per 200 sq. ft. of GFA 1 space per 20 vehicle spaces 1 space per 200 sq. ft. of GFA 1 space per 40 vehicle spaces 1 space per 600 sq. ft. of GFA and outdoor display area 1 space per 20 vehicle spaces Bed and breakfast 1 space per guest room 1 space per 2 guest rooms Campground 1 space per campsite plus accessory use requirements 1 space per campsite plus accessory use requirements Hotel/motel 1 space per guest room 1 space per 2 guest rooms Youth hostel 1 space per 600 sq. ft. of GFA 1 space per 20 vehicle spaces 1 space per 200 sq. ft. of GFA 1 space per 20 vehicle spaces Adult use Table IX-1. Off-Street Parking Schedule Use Category RESIDENTIAL Household living COMMERCIAL Medical clinic or service Animal services Drive-through facilities Dry Cleaning Eating and drinking establishments Entertainment and Recreation Financial services Flea market Food and beverage retail sales Funeral home or undertaking Garden center Lodging 7 1 space per 300 sq. ft. of GFA 1 space per 20 vehicle spaces 1 space per 300 sq. ft. of GFA 1 space per 30 vehicles spaces 1 space per 300 sq. ft. of GFA 1 space per 20 vehicle spaces 1 space per 300 sq. ft. of display area 1 space per 20 vehicle spaces Car and light truck rental 1 space per 2,000 sq. ft. of outdoor storage and office area plus 1 space per 300 sq. ft. interior display plus 3 per service bay 1 space per 40 employees Car wash 6 stacking spaces per washing bay 1 space per 10 vehicle spaces Laundromat 1 space per 400 sq. ft. of GFA 1 space per 30 vehicle spaces Per accessory use requirements Auto body and repair 3 per service bay 1 space per 20 vehicle spaces Auto supply or auto accessory 1 space per 300 sq. ft. of GFA 1 space per 20 vehicle spaces Automobile, light truck sales and service, motorcycle sales or service 1 space per 5,000 sq. ft. of outdoor storage and office area plus 1 space per 300 sq. ft. interior display plus 3 per service bay 1 space per 40 employees Boat and RV sales, service, or storage, heavy equipment sales, service or rental 1 space per 7,000 sq. ft. of outdoor storage and office area plus 1 space per 300 sq. ft. interior display plus 3 per service bay 1 space per 40 employees Vehicle storage and towing 1 space per 200 sq. ft. of office area 1 space per 40 employees 1 space per 400 sq. ft. of GFA 1 space per 20 vehicle spaces 1 space per 1,000 sq. ft. of GFA up to 20,000 sq. ft., plus 1 space per 2,000 sq. ft. in excess of 20,000 sq. ft. of GFA 1 space per 50 vehicle spaces 1 space per 1,000 sq. ft. of GFA or outdoor area 1 space per 50 vehicle spaces Child care facility other than day care home and foster home 0.33 spaces per licensed capacity 1 space per 20 vehicle spaces Day care home and foster home No minimum requirement 1 space per 20 vehicle spaces 1 space per 400 sq. ft. GFA 1 space per 10 vehicle spaces School, kindergarten through high junior high school 3 spaces per classroom 3 spaces per classroom High school, college, trade school 5 spaces per classroom plus 3 spaces per office 5 spaces per classroom plus 3 spaces per office 1 space per bed at design capacity 1 space per 20 vehicle spaces 1 space per 400 sq. ft. of GFA 1 space per 10 vehicles spaces 1 space per 400 sq. ft. of GFA or 1 space per each 5 seats, whichever is greater 1 space per 10 vehicles spaces Negotiated during approval, but should be based on standards for specific uses in this schedule Negotiated during approval, but should be based on standards for specific uses in this schedule 1 space per 350 sq. ft. of GFA 1 space per 20 vehicle spaces PUBLIC, CIVIC, EDUCATIONAL, OTHER Office (except as more specifically regulated) Personal service Retail sales and service not otherwise specified in this schedule Roadside market Services, consumer Service station, automotive Vehicle sales and service Wholesale establishments INDUSTRIAL Industrial, general Warehouse, storage, and freight transportation Planned development Radio and television studio/station Child care facilities Community centers Educational facilities Hospital Library Lodge, fraternal and civic assembly 8 1 space per each 4 seats in the main assembly area 1 space per 10 vehicle spaces 1 space per 1,000 sq. ft. of GFA or outdoor area 1 space per 50 vehicle spaces * The minimum number of bicycle parking spaces shall be three (3) per site. Religious use Utilities 9 ARTICLE XI. - SIGNS Sec. 9-91. - Purpose and intent. These sign regulations are adopted for the purpose of: (1) Preserving, protecting, and promoting the public health, safety, and welfare; (2) Regulating outdoor advertising and signs of all types, in an effort to reduce visual confusion and restrict signs which increase the probability of accidents by distracting attention, obstructing vision, or otherwise affecting the public good; (3) Maintaining the inherent right of businesses to communicate reasonably and identify their products and services by promoting the reasonable, orderly, and effective display of signs and outdoor advertising; (4) Maintaining the inherent right of residents and organizations to effectively communicate through signage in a reasonable and orderly fashion; (5) Enhancing the physical appearance of the village; (6) Preserving the value of private property by assuring the compatibility of signs with surrounding land uses. Sec. 9-92. - Sign permit applications. (1) Sign [permit] permanent applications may be obtained from the following locations: a. Village of Plainfield Community DevelopmentPlanning Department; b. Village website. (2) An application for a sign permit shall be made upon forms provided by the village and shall contain or have attached thereto the following information: a. Name, address, email address and telephone number of the applicant/business; b. Name of the person, firm, corporation or association erecting the sign; c. A plat of survey showing the location of the sign structure to which or upon which the sign is to be installed; d. A drawing of the building elevation showing the location of the proposed wall sign; e. A drawing of the sign showing the method of construction and attachment to the building, other structure, or in the ground along with illumination specifications (if applicable); f. Written consent of the owner of the building, structure, or land to which or on which the sign is to be installed, if the applicant is not the owner; g. Such other information as the community development director of planning shall require to exhibit full compliance with this ordinance. Sec. 9-93. - General sign standards. All signs hereafter constructed, erected, relocated, or expanded shall comply with the following standards: (1) Sign area (depicted graphically in Figure XI-2): 10 a. Ground and projecting signs: The sign face area shall be calculated by determining the net rectangular area enclosing the sign face including the outer extremities of all letters, characters, and delineations. Architectural treatments surrounding the sign will not be counted as sign area, provided it does not exceed one hundred (100) percent of the total sign face. For double-faced signs only one face shall be considered in determining the sign area;. b. Wall, window, awning, and canopy signs: The sign face area shall be calculated by determining the area of the sign face including the frame, if any. The sign face area of wall, window, awning, or canopy signs consisting of individually-mounted letters shall be deemed to be the area of the smallest rectangular figure which can encompass all letters and graphics. (2) Setbacks: a. All ground signs shall be setback not less than five (5) feet from any lot line;. b. Any such sign located on a corner lot shall not be located within the vision triangle as defined in subsection (c) of this sectionsection (3);. c. Ground signs on adjoining lots must have a minimum separation distance of thirty (30) feet. Lots that develop before their bordering lots shall locate their ground sign(s) in such a way as to provide an opportunity for the adjacent lots to erect a ground sign that meet this requirement. (3) Vision triangle. No buildings or structures shall be erected or maintained, nor any landscaping exceeding thirty-six (36) inches in height shall be grown or maintained within a triangular area determined by a diagonal line connecting two (2) points measured along the property lines of the abutting streets twenty (20) feet equidistant from the intersection of those property lines, so as to obstruct or obscure the vision of drivers of motor vehicles on either or both street(s). ); Figure XI-1. Vision Triangle for Signs The figure illustrates the area where signs are prohibited on corner locations. The prohibition does not apply to signs in the B-5 district. (4) Traffic safety. No sign shall be maintained at any location where by reason of its position, size, shape, or color it may obstruct, impair, obscure, interfere with the view of, or be confused with any traffic control sign, signal, or device;, or where it may interfere with, mislead, or confuse traffic. The decision on the determination of a traffic hazard shall rest with the police chief, fire chief, or the director of public works. ; (5) Illumination: a. Location/design: . Wherever an external artificial light source is used to illuminate a sign, illumination shall be located, shielded, and directed so as to not be directly 11 visible from any public street or residentially zoned property at grade level. All illumination shall be so designed, located, shielded, and directed as it illuminates only the sign face and to prevent the casting of glare or direct light upon adjacent properties or streets.; b. Level of illumination: . The intensity of illumination for the sign shall not be excessively bright and shall be even over the face of the sign with no bright spots. ; c. Hours of operation: . Illuminated signs located on a lot adjacent to or immediately across the street from any residential district shall be turned off at all times between the hours of 11:00 p.m. and 7:00 a.m. Such signs may remain illuminated during such time as the activity to which the sign pertains is engaged if the hours of operation extend past 11:00 p.m. (6) Maintenance. The owner of a sign and the owner of the premises on which said sign is located shall be jointly and severally liable to maintain such sign or signs subject to the following standards: a. Signs shall be maintained in a neat and orderly condition and good working order, including illumination sources, at all times; b. Signs shall be properly painted unless galvanized or otherwise treated to prevent rust or deterioration; c. Signs shall conform to maintenance provisions of the building and electrical codes as adopted by the Village of Plainfield. (Ord. No. 2615, §§ VI—VIII, 2-5-07) Sec. 9-94. - Exempt signs. The following signs are exempt from permit requirements. Although no permit shall be required for exempt signs, such signs shall be subject to the provisions of this ordinance concerning installation, maintenance, size, style, location, and illumination. Applicants shall submit either a hard copy or a digital copy of the proposed sign(s) including contact information, display period, sign location, and design to the planning department at least three (3) days before installation for record keeping purposes. The following signs are exempt from permit requirements: (1) Address numerals. Street address numerals in conformance with village regulations; (2) Civic event signs: a. Temporary: A temporary sign advertising a community event. ; b. Permanent: May be located in any zoning district and shall be no taller than ten (10) feet from gradefrom final grade to top of sign or larger than sixty (60) square feet. It must be located in a fully landscaped area. ; c. Approval: All civic event signs shall require approval by the village administrator, village president and board of trustees, the director of planning, or a designated agent; 12 d. Installation: All signs shall be installed no earlier than one (1) one month before the event starts; c.e. Removal: All signs must be removed within twenty-four (24) hours of the end of the event. (3) Construction identification signs. Signs identifying the architects, engineers, contractor and other individuals or firms involved with the construction, or the purpose for which the building is intended, up to a maximum of thirty-two (32) square feet. Only one (1) sign is allowed per frontage per development. The sign shall be confined to the site of construction, and shall be removed within three (3) days after the beginning of the intended use of the project; (4) Informational signs. Not exceeding three (3) square feet per face, displayed on private property for the convenience of the public, including signs identifying rest rooms, freight entrances, parking areas, parking lot directional signs, and the like; (5) Flags. Governmental, political, civic, philanthropic, educational, or religious organization flags and corporation flags are permitted subject to the following: a. Location and size. Flags, which are no larger than fifty (50) square feet per face, shall not extend beyond the property line of the lot on which they are installed. ; Flagpoles, which are no taller than thirty (30) feet, shall not be located within any right-of-way; b. All flags shall be mounted on flagpoles. The mounting of flags on light standards or other poles not expressly made as flag standards shall be prohibited; c. Number. No more than three (3) flags allowed per site. Of the three (3) allowable flags, only one (1) corporate identification flag is allowed on commercially zoned properties where there are two (2) or more flag poles. (6) Garage sale and open house signs. Garage sale and open house signs are permitted subject to the following regulation: a. Such signs shall not exceed four three (43) square feet per face; b. All signs shall not be put up more than twenty-four (24) hours prior to the event and must be removed upon the close of the event; c. Signs may be placed off-site on private property with the consent of the owner of the property on which the sign is placed; d. One (1) sign may be placed in the Village of Plainfield right-of-way in front of the house having the garage sale or in front of the house for sale; e. No more than four (4) such signs shall be erected and maintained per year. (7) Nameplates. ; (8) On-site directional signs. ; a. Area: No single directional sign shall exceed three (3) square feet in area; b. Height: Directional signs shall have a maximum height of five (5) feet; c. Illumination: Directional signs in the central sign district shall not be illuminated. 13 (9) Plaques. Memorial plaques, cornerstones, historical plaques, and similar designations displayed for non-commercial purposes; (10) Political signs. The following rules apply to signs identifying a political candidate, party, or issue subject to an upcoming election: a. Political signs shall have an area no more than thirty-two (32) square feet of total copy per zoning lot. No such sign shall exceed six (6) feet in height above grade; b. [Reserved.] c.b. Political signs shall not be attached to fences, trees, utility poles or light poles, similar structures, or placed within the public right-of-way. Such signs shall not be erected within sight vision triangle areas or other areas where safety concerns exist. (11) Real estate signs: a. No more than one (1) sign identifying property for sale, rent, or lease shall be installed per street frontage; b. Small real estate sign: i. Small real estate signs are limited to sites one (1) acre or less; ii. No such sign shall exceed six (6) square feet per face; iii. No such sign shall be illuminated; iv. All such signs must be removed within seven (7) days after the closing of sale, rental, or lease of the property; c. Large real estate sign: i. Large real estate signs are limited to sites of greater than one (1) acre; ii. No such sign shall exceed ninety-six (96) square feet per sign face and ten (10) feet in height; iii. No such sign shall be illuminated; iv. All such signs must be removed within seven (7) days after the closing of sale, rental, or lease of the property; v. Only ground-mounted signs shall be permitted. (12) Sidewalk signs located within the central sign district. All sidewalk signs shall not obstruct pedestrian passage on the sidewalk; (13) Traffic, municipal, or emergency signs. Traffic or other municipal signs, legal notices, railroad crossing signs, danger, and such temporary emergency or non- advertising sign designed for public safety or convenience that are either installed by the Village of Plainfield or the Illinois Department of Transportation or a designated agent or approved by the village administrator, village president and board of trustees, the director of planning, or a designated agent; (14) Window signs. Window signs posted in public view shall not exceed forty twenty (4020) percent of each window or surface area through which or on which they are seen. Illuminated signs shall be no larger than six (6) square feet.; 14 (15) Signs inside a building, or other enclosed facility, which are not meant to be viewed from the outside and are located greater than three (3) feet from the window; (16) Building accents and decorations, art, and murals provided such signs do not contain any commercial messaging. (Ord. No. 2615, §§ IX—XII, 2-5-07; Ord. No. 2824, § I, 1-5-09) Sec. 9-95. - Prohibited signs. The following signs or specific locations are expressly prohibited: (1) Attention-getting devices,; .other than p (1)(2) Pennant flags that have been approved by the village administrator, the village president and board of trustees, or a designated agent (see "special events signs"). Pennant flags that have not been approved by the village administrator, the village president and board of trustees, or a designated agent shall be prohibited; (3) Inflatable signs, with the exception of balloons used in temporary situations that comply with the requirements in Section 9-101(7);located in the central sign district; (4) Blinking or flashing signs, or signs that display text or graphics in high-speed motion; (5) Mechanical movement signs, including revolving signs, or signs that have a rotating or moving part(s); (6) Feather signs; (7) Spinner signs or signs carried by human beings; (8) Box signs; (9) Signs which emit smoke, visible vapors, particulate matter, sound, odor, or contain open flames; (10) Signs incorporating skylights/searchlights, beacon, laser lights, or festoon lights; (11) Reflective signs or signs containing mirrors; (2)(12) Backlit canopies or awnings; 15 Figure XI-2. Measuring Sign Height and Sign Area (3)(13) Billboards or other similar large outdoor advertising devices; (14) Icon signs or three-dimensional statue, caricature or representation of persons, animals, or merchandise shall not be used as a sign or incorporated into a sign structurelocated outside of residential zoning districts (see "Icon signs"); 16 (15) Pole/pylon signs, except those that are located in unified shopping and business centers; (16) Snipe signs, or signs attached to trees, utility poles, public amenities, fences, fire hydrants, streetlights, and so forth other than that have been approved by the village administrator, the village president and board of trustees, the director of planning, or a designated agent; (17) Illuminated window signs larger than six (6) square feet (except in the central sign district); (18) Outline lighting. Lighting around the perimeter of window openings with a visible source of light, such as neon, fluorescent, LED, or similar lighting source; (19) Signs painted directly on the exterior covering materials of any exterior wall of any building; (20) Signs erected without the permission of the property owner, with the exception of those authorized or required by local, state, or federal government; (4)(21) Off-premises signs that have not been approved by the village administrator, village president and board of trustees, the director of planning, or a designated agent (see "Temporary sign standards" and "Off-premises signs"); (5)(22) Off-site directional signs; (6)(23) Parking on public right-of-way, public property, or private property of any vehicle or trailer on public right-of-way, public property or private property, which contains signage for the purpose of advertising a product or service or directing people to a business or activity; (7)(24) Portable wheel-mounted/trailer-mounted signs that have not been approved by the village administrator, village president and board of trustees, or a designated agent (see "Portable/trailer signs"); (8)(25) Signs that are above both top and bottom roof lines or parapetRoof signs; (26) Sidewalk signs located outside of the central sign district; (9)(27) Projecting signs located outside of the central sign district; (10)(28) Signs placed in an easement, except as permitted under these regulations; (29) Signs placed in or over the public right-of-way, except as permitted under these regulations; (11)(30) Signs that block fire escapes, exits, standpipes, stairways, doors, ventilators, windows, or similar opening; (12)(31) Signs that advertise a home occupation; (13)(32) Any sign determined to constitute a traffic hazard by reason of size, location, content, color, or type of illumination as determined by the police chief, fire chief, or the director of public works; (14)(33) Signs which move or assume a non-stationary position by mechanical means except as otherwise permitted under these regulations or authorized by the village, or under normal wind current except flags, banners, and barber poles as regulated herein; 17 (15) Snipe signs; (34) Outline lighting: Lighting around the perimeter of window openings with a visible source of light, such as neon, fluorescent, LED, or similar lighting source; Abandoned signs. a. A sign that no longer identifies or advertises an ongoing business, product, location, service, idea, or activity conducted on the premises on which the sign is located; b. The sign has been damaged, and repairs and restoration have not been started nor written notification of time of completion within ten (10) days of the date the sign was damaged, or, once started, are not diligently pursued to completion; c. Abandoned signs shall be removed within ten (10) days written notice to the owner by the Village of Plainfield; (16)(35) Any other sign not expressly permitted by way of this ordinance shall be prohibited. (Ord. No. 2615, §§ XIII, XIV, 2-5-07; Ord. No. 2823, § III, 1-5-09; Ord. No. 3042, § II, 3-5-12; Ord. No. 3281, § III, 11-7-16) Sec. 9-96. - Removal/enforcement. (1) All prohibited signs and illegal signs must be removed within ten (10) days written notice to the owner by the Village of Plainfield. (2) All non-conforming signs, signs that compromise health, safety, or general welfare, or are otherwise in violation are subject to removal by public works department or code enforcement officials. (3) All non-conforming signs legally existing on the date of this ordinance shall be required to be removed or modified to conform to this ordinance only when: a. The building or store space within a building becomes vacant, non-conforming signage shall be removed or brought into conformance with these regulations within thirty (30) days of vacancy of the subject site or tenant space; b. The use or the ownership of the property or store space within a building changes; c. The sign structure is damaged or remodeled for over fifty (50) percent of its cost value; or d. The sign was not legally in compliance with the previous ordinance. (4) Non-conforming signs may not be enlarged or replaced in their entirety but may be modified to more closely meet current sign regulations. (5) Signs placed in the public right-of-way without approval shall be subject to immediate removal without prior notice to the sign owner. Sec. 9-97. - Permanent sign standards. Permanent signage (excluding permanent "prohibited" and "exempt" signs) must satisfy all other sign ordinance requirements in addition to the following: 18 (1) Permits for permanent signs shall be approved by the village administrator, village president and board of trustees, the director of planning, or a designated agent; (2) Only one (1) sign per lot at any one time unless otherwise allowed or indicated; (3) It must be safely anchored to the ground or building; (4) Internal electrical illumination is prohibited in residential districts; however, external illumination is allowed; (5) Permanent signs must be located on the premises of the permit holder unless otherwise indicated.; (6) Name duplication: Signage proposed for any residential subdivision or business shall not duplicate or mimic any existing subdivision or business name within the Village of Plainfield's planning boundaries. Similar sounding or similarly spelled names may be denied at the discretion of the village planner or his/her designee. (Ord. No. 2797, § I, 10-20-08) Sec. 9-98. - Residential use signs. (1) Residential subdivision entrance signs. Subdivision developments shall be subject to the following terms and conditions: a. Location: Entrance signs are only permitted in easements or out lots specifically designed for such structure. No more than one (1) structure shall be erected on each corner on the perimeter of the subdivision. The sign(s) shall not be located within the vision triangle; b. Style and sSize: Subdivision entrance sign shall be monument in style. The sign may contain a single sided message area containing not more than twenty (20) square feet. The message area shall only contain the name of the subdivision. The sign structure shall not be more than six (6) feet in height as measured from the final grade for the structure's lot and shall contain no more than one hundred (100) square feet as determined by measuring the side of the structure fronting on a public street; c. Materials: The structure(s) may only be constructed of the following materials: brick, stone or other masonry materials, redwood, cedar or other high qualityhigh- quality hardwoods as deemed appropriate by the village staff. Lettering, ornaments, or other graphics on the structure must be constructed of stone, wrought iron, anodized aluminum, or engraved into a quality hardwood like redwood or cedar; d. Landscaping: The area surrounding the entrance sign shall be landscaped in an attractive, dense cluster at the base of the sign that is equally attractive in winter and summer. A minimum of two (2) square feet of landscaping will be required for every one (1) square foot of sign face; 19 d.e. Declaration of covenants/easements: There shall be prepared, enacted, and recorded a declaration of covenants to run with the land of the subdivision of which the easement is a part, which shall minimally state: i. Provide for the organization of a homeowner's association which shall assess sufficient dues to provide for maintenance of the easement and structure; ii. Provide for the continued maintenance of the easement and structure; iii. The covenants shall pProvide that the village has the right, but not the obligation, to enter upon the easement from an adjoining public street and demolish the structure if in the sole determination of the village the structure is not properly maintained. e.f. Name duplication: Signage proposed for any residential subdivision shall not duplicate or mimic any existing subdivision name within the Village of Plainfield's planning boundaries. Similar sounding or similarly spelled names may be denied at the discretion of the village planner or his/her designee. ; f.g. Illumination: Signage proposed for any residential subdivision may be externally illuminated via a spot lightspotlight or backlighting, so long as the illumination is amber or white in color. Illumination shall be designed to be unobtrusive and discreet. Signs of similar nature may be permitted at the discretion of the village planner or his/her designee. (2) Multiple-family developments: a. Location and size: For multiple-family dwellings containing at least six (6) units, a single permanent ground sign not exceeding thirty-two (32) square feet in sign surface and ten (10) feet in height from the final grade for the structure's lot will be allowed. Where a building abuts two (2) or more streets, additional such signage—one (1) oriented to each abutting street—shall be permitted. Any such multiple-family dwellings shall be permitted two (2) such signs along a street frontage when the frontage available exceeds six hundred (600) feet with a minimum distance of four hundred fifty (450) feet between each sign; Any such multiple-family dwellings shall be permitted two (2) such signs along a street frontage when the frontage available exceeds six hundred (600) feet with a minimum distance of four hundred fifty (450) feet between each sign. b. Said sign(s) shall indicate only the name of the building, the management company thereof, and/or address of the premises;. c. Style: Sign(s) must be monument in design; d. Materials: The structure(s) may only be constructed of the following materials: brick, stone or other masonry materials, redwood, cedar or other high-quality hardwoods as deemed appropriate by the village staff. Lettering, ornaments, or other graphics on the structure must be constructed of stone, wrought iron, anodized aluminum, or engraved into a quality hardwood like redwood or cedar; 20 e. Landscaping: The area surrounding the monument sign shall be landscaped in an attractive, dense cluster at the base of the sign that is equally attractive in winter and summer. A minimum of two (2) square feet of landscaping will be required for every one (1) square foot of sign face; f. Illumination: Signage proposed for any residential subdivision may be illuminated via a spotlight or backlighting, so long as the illumination is amber or white in color. Illumination shall be designed to be unobtrusive and discreet. Signs of similar nature may be permitted at the discretion of the village planner or his/her designee. (3) Home occupations. Signage that advertises a business in a residential district is prohibited;. (4) Restrictions. Permanent ground signs in residential zoning districts are prohibited in all instances except for subdivision signs, multiple-family dwelling signs, real estate signs, open house signs, garage sale signs for and uses such as churches, schools, government facilities, permitted business uses, and signage for any other uses that have been allowed through issuance of a special use permit. (Ord. No. 2797, § II, 10-20-08) Sec. 9-99. - Non-residential use signs. (1) Wall signs. Permanent wall signs shall be regulated as follows: a. Location: Permanent wall signs shall not extend above the roofline or beyond the corners of the building. In no case shall the wall sign extend more than twelve (12) inches from the wall to which the sign is to be placed; b. One rear sign per building or per unit shall be permitted on any commercial building that backs up to an internal commercial streetdriveway or a public or private street. Rear signage on the rear of a commercial building that backs up to a residential development shall be prohibited;. c. Number: i. Only one (1) permanent wall sign per building or retail unit of a building will be permitted except for corner locations or locations adjoining internal driveways or private streets where one (1) wall sign for each wall facing the public or private street will be permitted. Wall signage facing access drives is prohibited. ; ii. Retail establishments with a floor area in excess of 40,000 square feet may identify the business and its major uses within the building with a maximum of four (4) wall signs on the primary facadefaçade. The Zoning Administratorvillage staff may approve up to two (2) additional wall signs for the Primary primary facadefaçade depending on exceptional design conditions. The sum of all signs, regardless of number, may not exceed the total allowable wall sign area for the facadefaçade. 21 iii. In no case shall any building or retail unit of a building contain signage on more than two (2) walls facing a public or private street; d. Size: i. Permanent wall signage for buildings or units less than forty thousand (40,000) square feet shall not exceed one and one half (1.5) square foot of sign area for each one (1) foot of façade frontage and no edge of such sign shall come closer than five two (52) feet from the edge of the façade on which it is installed; for the corner business units which may have side wall signage on buildings, it shall be in the same size with the front wall signage; rear wall signage on buildings shall not exceed one (1) square foot for each two (2) feet of rear façade frontage; in no case shall any such wall sign exceed one hundred twenty (120) square feet in area; ii. Permanent wall signage for buildings or units between forty thousand (40,000) square feet and one hundred thousand (100,000) square feet shall not exceed one and one halfthree-quarters (1½1.75) of a square foot of sign area for each one (1) foot of facadefaçade frontage; in no case shall any wall sign exceed four hundred (400) square feet in area; iii. Permanent wall signage for buildings or retail units over one hundred thousand (100,000) square feet shall not exceed two (2) square feet of sign area for each one (1) foot of facadefaçade frontage, in no case shall any wall sign exceed six hundred (600) square feet in area. e. Illumination: Internal or external illumination shall be allowed. (2) Ground signs. Permanent ground signs shall be regulated as follows unless otherwise indicated: a. Number: i. No more than one (1) permanent identification ground sign shall be installed per frontage per lot. If a lot has more than one (1) frontage, an additional permanent identification ground sign may be permitted, provided there is a minimum of eight hundred (800) feet of separation between the ground signs as measured along the right-of-way line; ii. No more than one (1) preview board and one (1) menu board ground signs shall be installed for any establishment granted a special use for a drive- thru through facility. Preview boards are limited to twenty (20) square feet using the same materials as the building it is advertising and shall adhere to the requirements in subsection (c) of this section. Menu boards shall adhere to the requirements in subsections (b) and (c) of this section. b. Size and style: Permanent ground signs shall be monument in style, no more than ten (10) feet in height as measured from the final grade for the structure's lot and no more than forty-eight (48) square feet in area. Permanent ground signs that are not of a monument, pole, or pylon style shall be permitted only with special 22 approval upon approval of a sign variance permit application and shall be limited to no more than thirty (30) square feet in area and ten (10) feet in height as measured from the final grade for the structure's lot. The sign structure(s) shall incorporate materials similar to the building it is advertising. ; c. Landscaping: Permanent ground signs shall be landscaped at their base in a method harmonious with the landscape concept for the whole site. Landscaping shall form an attractive, dense cluster at the base of the sign that is equally attractive in winter and summer. A minimum of two (2) square feet of landscaping will be required for every one (1) square foot of sign face. ; Figure XI-3. Ground Sign Separation The figure illustrates the separation between two (2) ground signs on a single development (e.g. multi-family residential building, unified business center, PD) when the site has frontage along two (2) public roads. (3) Attached Canopy canopy signs. A canopy without lettering or other advertising shall not be regulated as a sign. Lettering and business logo may be printed or otherwise affixed to any permissible canopy subject to the following regulations: a. A cCanopy signs and its structure shall not extend above the roofline or beyond the corners of the building. A canopy sign shall not extend outside the overall length or width of the canopy. However, a canopy sign may extend above or below the canopy, provided the clearance height is met In no case shall the wall sign extend more than twelve (12) inches from the wall to which the sign is to be placed; b. Canopy signs shall be centered within or over architectural elements such as windows or doors; c. Style. The color of the canopy shall be compatible with the overall color scheme of the façade; d. Size: i. No portion of any canopy sign shall be lower than nine (9) feet above ground level; ii. No portion of a canopy shall be permitted to extended beyond any point that is less than four (4) feet from the curb line; iii. Lettering shall not be taller than two (2) feet; iv. Width of lettering shall not be wider than 75% of the canopy width; 23 e. No more than one (1) canopy sign shall be allowed per street frontage and shall be limited to the business name and/or logo; f. Illumination: A canopy sign may be externally or internally illuminated. However, it shall not be internally illuminated in the central sign district. a. No lettering or signage may be more than thirty (30) square feet in size. (4) Awning signs. An awning without lettering or other advertising shall not be regulated as a sign. Lettering and business logo may be painted or otherwise affixed to any permissible awning subject to the following regulations: a. Lettering and business logo shall not project above, below, or beyond the physical dimensions of the awning, provided that a nameplate or identification sign not exceeding two (2) square feet in area may be suspended, perpendicular to the building wall, from any permissible awning; b. Lettering and business logo shall not be larger from top to bottom than nine (9) inches. Such lettering or logo shall be the minimum necessary to identify the name of the business, type of business, or address. If, however, the awning is to be used as primary signage for the site, area limitations shall be consistent with wall sign requirements; Figure XI-4. Signage on Awnings c. Lettering shall not denote that nothing other than the type or name of business conducted on the premises and the address of the business; 24 d. Lettering and business logo shall be permitted either on the front awning flap only or on both sides;. e. The maximum area of awning signage (lettering and logo) may not exceed the maximum allowed for wall sign areas. Awning signage shall be counted against permitted total wall sign area; f. When feasible, awnings shall be generally aligned with others nearby in terms of height, projection, and style in order to maintain a sense of visual continuity; g. Awnings shall be tailored to serve the opening into the building and positioned so that distinctive architectural features remain visible; h. Style: i. Colors of awnings shall be solid or striped; ii. The color of the awning shall be compatible with the overall color scheme of the façade; iii. Awnings shall be constructed out of canvas or canvas-like material, unless other material is approved by the village staff; i. Height: No part of the awning shall be lower than seven feet (7) feet above ground level, as measured from its lowest point; e.j. Backlit, metal, and vinyl awnings shall be prohibited in the central sign district. (Ord. No. 2615, §§ XV—XIX, 2-5-07; Ord. No. 2797, § IV, 10-20-08; Ord. No. 3112, §§ I, II, 6- 3-13) Sec. 9-100. - Special signs, districts, and uses. (1) Permanent electronic message signs: a. Electronic message signs may be incorporated into a single- or multi-tenant sign face such that the electronic message sign face occupies less than fifty (50) percent of the total area of the sign face; b. The sign message shall periodically include information such as time, temperature or other messages of interest to the traveling public; c. The sign message shall not consist of flashing, oscillating, chasing or animated lights, and shall not change more frequently than once every two (2) seconds; d. The sign structure shall conform to all applicable regulations as specified in this ordinance. (2) Permanent manually changeable copy signs: a. Changeable copy may be incorporated into a single or multi-tenant ground sign face. ; b. A changeable copy face that has been incorporated into a single-tenant sign face may not exceed fifty (50) percent of the total area of that ground sign face. ; c. Changeable copy on a ground sign face shall be proportional to the entire sign face and shall be integrated into the ground sign face. ; 25 d. Lettering of changeable copy shall be of a single, simple, easily legible lettering style and shall be uniform in color and in size throughout the changeable copy portion of the ground sign. Map XI-1. Central Sign District (3) Central sign district. The central sign district is intended to recognize the unique character of development within its boundary by providing signage controls commensurate with historic commercial development. This area generally is developed with historic commercial structures on small lots. The area approximating the boundaries of the central sign district of the village is generally the central business district and is illustrated in Map XI-1. a. Requirements: A sign located within the central sign district boundaries must satisfy all other sign ordinance requirements in addition to the following: i. All signs must get special sign approval; 26 ii.i. All permanent signs must be designed to be an integrated feature of the unique building style. The size, color, and placement of each sign must be compatible with the historic character of the district, and shall not obscure or interfere with any distinctive architectural elements of the building or elements of the streetscape; iii.ii. Either one (1) ground sign or one (1) wall sign along with one (1) projecting sign per building or store space unit will be permitted; iii. External illumination and neon shall be permissible. Internally illuminated signs shall be prohibited. Illumination shall be designed to be unobtrusive and discreetdiscrete. ; iv. Internally illuminated signs generally shall be prohibited. For buildings in excess of 5,000 square feet that are not identified on the Historic Urban Survey as recommended for local landmark status nor identified as contributing to a local historic district, internal illumination may be permitted at the discretion of the village staff, provided it meets the following standards: 1. Only white illumination is permitted; 2. Illumination shall be designed to be halo lit in style; 3. Light intensity shall be limited to one hundred (100) NITS; 4. Appeals of the determination may be made to the Historic Preservation Commission pursuant to Section 9-149 of the Zoning Code. b. Ground signs: i. In the central sign district, a permanent ground sign shall be a maximum of four (4) feet from final grade in height and twenty (20) square feet in area.; b.ii. Freestanding post and panel signs shall be permitted in addition to monument signs with compliance with landscaping and setback requirements. c. Projecting signs: i. Projecting signs shall only be allowable in the central sign district. ; ii. Signs shall be not larger than twelve (12) square feet in area or not more than four (4) feet along any exterior dimension. ; iii. Projecting signs shall not project more than seven (7) feet from the building. ; iv. No part of the sign shall be lower than nine (9) feet or higher than thirteen (13) feet above ground level, as measured from its lowest point. ; v. Projecting signs shall not be internally illuminated. External illumination (such as floodlighting or indirect lighting) shall be designed to be unobtrusive and discreetdiscrete. 27 d. Alleyway signs: i. Alleyway signs shall only be allowable in the central sign district. ; ii. Alleyway signs shall comply with all other sign ordinance requirements in regards to sign type, sign size, sign projection, and sign location. ; iii. Alleyway signs must get special sign approval in accordance with all other signs in the Central Sign District. iii. Should an alleyway sign be erected, appropriate action must be taken to make the area more pedestrian friendly and safe. Applicants will be required to install additional lighting, a decorative doorway/entrance, and appropriate demarcations as determined by the village planner and/or his/her designee. e. Sidewalk signs: i. Sidewalk signs shall be allowed only in the central sign district; ii. The sign shall be A-frame in style, no larger than twelve (12) square feet, and no higher than four (4) feet in height; iii. The sign location shall be restricted to the area immediately in front of the business, shop, or property which is being advertised; iv. The sign shall be located in an area so as to not impede the flow of pedestrian traffic or obstruct the view of vehicular traffic; v. The sign shall be removed at the end of each business day. (4) Special sign approval. Special approval shall be granted by the community development director or a designated agent as follows: a. Plans and specifications must be submitted along with completed sign permit or awning permit application material; b. The submittal must show that the special approval request is architecturally designed in a manner that is sensitive to the features of the subject site; c. The proposed sign ordinance shall be consistent with the size regulations of this ordinance and be of compatible scale and character to the subject site; d. The proposed sign shall not obscure or interfere with other characteristics defining elements of the site. (5)(4) Business transition district. The business transition district is intended to provide for the conversion of existing residential structures to low intensity professional and commercial uses on properties located along arterial streets and/or within a business district while still maintaining the existing, often historic, character of the neighborhood. Permanent signage in this district shall be permitted in accordance with the central sign district provisions with the following exceptions: a. Only ground signs shall be permitted. Ground signs shall be set back a minimum of five (5) feet from all property lines as measured to the nearest point of the sign 28 and shall be located in front or corner side yards. Ground signs shall be landscaped to buffer and minimize the visual impact of the signs; b. No internal illumination and, neon, or other gas tube illumination shall be permitted; c. Externally illuminated signs shall not project glare beyond the lot lines. (6)(5) Governmental facilities and churches. Permanent ground signs for governmental facilities and churches shall be regulated as follows: a. Signs must be monument style with materials to match or complement the building facadefaçades. Park sites shall be exempt from this requirement and may utilize pole-mounted signage; b. Landscaping must be provided per the requirements set forth for ground signs in section 9-99(2) of this ordinance; c. Governmental facilities with sites of up to ten (10) acres in area shall not exceed (48) square feet of sign area and ten (10) feet from final grade in height; d. Governmental facilities with sites of up to twenty (20) acres in area shall not exceed eighty (80) square feet in sign area and twelve (12) feet from final grade in height; e. Governmental facilities with sites of more than twenty (20) acres in area shall not exceed one hundred (100) square feet in sign area and twelve (12) feet from final grade in height; f. Churches with sites of less than four (4) acres in area shall not exceed twenty-four (24) square feet in sign area and six (6) feet from final grade in height; g. Churches with more than four (4) acres in area shall not exceed forty-eight (48) square feet in sign area and six (106) feet from final grade in height. (7)(6) Specific commercial uses: a. Design criteria for shopping centers, unified business centers, multi-tenant office or courtyard development, or industrial developments. ; i. All unified shopping and business centers shall submit a written sign criterion that will be used to carry out the intent of the sign proposal required in this section. Upon approval by the village administrator, the village president and board of trustees, the director of planning or a designated agent, this criterion shall be used in addition to the following guidelines to evaluate the design of all new signs in the business center. ; ii. There shall be architectural harmony and unity of signs within a unified business center on a property. Sign type, color scheme, lettering, size, placement of the sign, number of the lines of copy. and illumination shall be coordinated and shall be compatible with the architecture of the center. ; A sign proposal containing all of these factors in scaled elevation drawings shall be submitted to the community developmentplanning department. ; 29 iii. Permanent ground signs identifying shopping centers, unified business centers, or multi-tenant office or industrial developments shall be monument or pylon in style and shall identify the name of the center or complex and the tenants within the complex. ; iv. Permanent wall signs for individual tenants in shopping centers and business centers shall be in harmony with the overall architectural concept for the site and be compatible with each other and with the building facadefaçades. Separate permanent wall signs shall be located uniformly on a sign frieze, canopy, or other appropriate architectural element constant with the architectural concept for the center as a whole and shall be adequately separated from one another. b. Shopping centers and unified business centers. Permanent ground signs in shopping centers and unified business districts shall be regulated as follows: i. Signs for sites of up to four (4) acres in area shall not exceed sixty (60) square feet of sign area and ten (10) feet in height; ii. Signs for sites of more than four (4) acres but less than eight (8) acres shall not exceed eighty (80) square feet of sign area and twelve (12) feet in height; iii. Signs for sites of more than eight (8) acres in area shall not exceed one hundred twenty (120) square feet and fifteen (15) feet in height; iv. One (1) permanent ground sign per street frontage shall be permitted; v. Permanent ground signs shall be monument or pylon in style and shall be surrounded by masonry or other architectural materials to match the building facadefaçade; vi. Individual tenants of multi-tenant retail center shall not be permitted individual ground signage. c. Multi-tenant office or industrial development. Permanent ground sign face area for multi-tenant office or multi-tenant industrial developments shall be regulated as follows: i. Sites with less than five (5) acres in area shall not exceed eighty (80) square feet of sign area and twelve (12) feet in height; ii. Sites with more than five (5) acres in area shall not exceed one hundred twenty (120) square feet in sign area and fifteen (15) feet in height. d. Gasoline stations. No more than one price sign per street frontage with a maximum sign area of twenty (20) square feet per face shall be allowed. Such signs shall be incorporated in the design and made an integral part of the permanent ground sign permitted in this ordinance. ; e. Courtyard development. All courtyard development signage shall be unified and shall face the central public space, pedestrian access way or public parking area serving the overall development. This signage would be in lieu of any other wall 30 signage facing a public roadway. Signage for such developments shall be uniform in style. The village planner or his/her designee shall have final say over whether the proposed development meets the requirements of a courtyard development. ; (8)(7) Village approved sign plazas. Village approved sign plazas located within the Village of Plainfield rights-of-way shall be allowed. Signs shall conform to the standards as outlined in the approved agreement governing their existence and shall be allowed under this ordinance so long as an approved agreement is in effect. ; (9)(8) Animated signs. Animated signs shall encompass tri-vision signs, digital programmable ink signs, video/LED (light emitting diode) signs, LCD (liquid crystal display) signs as well as any other sign with a static, animated, or intermittent display. a. The sign shall not exceed twenty-four (24) square feet in size. b. The sign shall not consist of animation, flashing, oscillating, chasing, or animated lights, and shall not change more frequently than once every eight (8) seconds. c. Signs will require a minimum of four hundred (400) feet of separation so as not to distract drivers. d. Audio and/or pyrotechnics shall be prohibited. e. LED/video signs: i. All LED/video signs shall be installed with a dimmer control. ii. The average intensity of the LED display shall not exceed the levels specified in the chart below: Intensity Level (NITS) Daytime Nighttime 5,000 1,750 (Ord. No. 2742, § I, 3-17-08; Ord. No. 2797, § III, 10-20-08) Sec. 9-101. - Temporary sign standards. (1) General standards for temporary signs. Temporary signs must satisfy all other sign ordinance requirements in addition to the following: a. Permits for temporary signs shall be approved by the village administrator, the village president and board of trustees, the director of planning, or a designated agent; b. Only one (1) per lot at any one time unless otherwise allowed or indicated; c. It must be safely anchored to the ground or building; d. Electrical illumination is prohibited in residential districts (except for temporary subdivision project signs); e. Display of temporary signs shall be limited to twenty-one (21) day periods and is limited to five (5) such periods in a calendar year unless otherwise specified; 31 f. Each subsequent twenty-one (210) day period of display requires renewal of the permit, which requires re-submittal of the application form, payment of applicable fees, and approval by the village; g. Display of a temporary sign for less than twenty-one (210) days shall count as the full twenty-one (210) days; remaining days from a previous display period may not be applied to subsequent display periods; h. Temporary signs must be located on the premises of the permit holder unless otherwise indicated or allowed pursuant to this ordinance or to the permit application. ; i. Temporary signs are limited to thirty-two (32) square feet. (2) Promotional signs. Promotional signs shall conform to all relevant specifications regarding size and location with respect to sign type as defined in this ordinance. Such signs shall be prohibited in residential districts. Such signs shall be displayed for the length of time of display for temporary signs as set forth in this ordinance (see "Temporary sign standards"). (3) Model homes. Promotional signs and flagpole flags may be used by builders and developers to attract potential customers to model homes. Such devices shall be used to bring people into an area and navigate them through the area. All promotional signs and flagpole flags allowed herein shall be allowed until the day the final property is sold. Those that fail to comply with these regulations will be subject to penalties and fines as ordered by a village administrator or a designee. a. Prohibited signs. In accordance with the rest of the sign code, all streamers, decorative ribbons, garland, string pennant flags, feather signs, and other attention getting devices will be strictly prohibited. b. Subdivision containing model homes. i. A temporary and communal ground sign may be permitted at the major entrances to the subdivision accommodating the model homes. Each sign may be up to forty-eight (48) square feet in area, and no more than ten (10) feet in height. This entrance sign will need to comply with the setbacks and vision triangle as outlined in section 9-93, General sign standards. This sign will remain generic as it will represent the multiple builders/developers that have model homes within the subdivision. ii. Smaller aA-frame signs will be permitted throughout the subdivision for different builders/developers at key points determined by builder/developer to avoid cluttering and adversely affecting those that live in or visit the area. These locations may be changed by a village administrator for aesthetic or safety reasons. The signs shall be maintained based on the following standards: 1. The number of aA-frame signs per builder per subdivision will be no more than three (3). ); 32 2. Signs must be in the public right-of-way and cannot exceed thirty- six (36) inches (three (3) feet) in height. ; 3. The sign shall be no larger than six (6) square feet in area. ; 4. Signs may be erected at 6:00 a.m. and must be removed at the end of each business day or at 6:00 p.m., whichever is first. c. Front elevation. i. No more than two (2) flags of the builder's choice (in accordance with the rest of the sign code) will be allowed in the front yard of the model home outside of the public right-of-way. 1. Flag size will be limited to fifteen (15) square feet (standard American flag is three (3) feet by five (5) feet). 2. Flag pole will be restricted to twenty-five (25) feet in height. ii. A semi-permanent sign may be erected in the front yard in addition to the flag poles for further attraction and must be located outside of the public right-of-way. 1. This sign may be no larger than sixteen (16) square feet. 2. This sign may be double sided. d. Rear and side elevations. A banner or semi-permanent sign will be permitted on the rear or side elevation of the house only if it fronts a collector street, minor arterial street, major arterial street, or freeway/expressway. i. Banners will be rectangular in area and limited to sixty (60) square feet. Banners must be anchored to the model home. ii. Semi-permanent signs will be limited to thirty-two (32) square feet in area and ten (10) feet in height. 1. They will be located outside of the public right-of-way and vision triangle (section 9-93, General sign standards). 2. These signs may be double sided. e. Vacant lots. Vacant lots will be allowed two (2) signs: One (1) realtor sign and one (1) builder sign, each not to exceed ten (10) square feet. (4) Grand opening signs. Grand opening signs shall be regulated as follows: a. The grand opening period shall mean the sixty thirty (6030) day period immediately after the opening of a new business or the reopening of a business, which has been closed for a period of sixty (60) consecutive days;. b. Grand opening signs shall be permitted for a maximum period of fourteen (14) days during the grand opening period of which all fourteen (14) days shall be consecutive; c. Grand opening signs shall be prohibited on any property where there is a residential use;. b.d. A grand opening sign permit shall be exempt from the five (5) temporary sign permits per year restriction; 33 c. Grand opening signs shall be permitted for a maximum period of fourteen (14) days during the grand opening period of which all fourteen (14) days shall be consecutive. d.e. The following grand opening signs shall be permitted: i. One (1) cold-air inflatable balloon device; and ii. One (1) ground sign not to exceed forty-eight (48) square feet; or iii. One (1) banner not to exceed forty-eight (48) square feet;. e.f. A maximum of two (2) such devices shall be allowed per lot with no more than one device being a balloon;. f.g. The application for a permit for a grand opening balloon must meet the following minimum requirements: i. For balloon signs, the applicant shall pay a refundable deposit of one hundred dollars ($100.00) made payable to the Village of Plainfield as a condition precedent to the issuance of the permit. In the event the inflatable device is not removed within the time period specified on in the permit, the applicant shall forfeit the deposit; ii. The top of the device shall not be more than forty (40) feet from the public right-of-way; iii. The device shall be set back at least twenty-five (25) feet from the public right-of-way; iv. Any advertisements or signs attached to such device shall not exceed thirty-two (32) square feet in area; v. Compliance with safety measures prescribed by the community developmentplanning department; vi. Permit applicants for grand opening balloons in unified business centers, multi-tenant office buildings, or shopping centers must furnish a statement from the property owner consenting to a seven (7) day "rest period" between installation of balloons for units/tenants within the shopping center or building; vii. Under no circumstances shall balloon permits be issued simultaneously for businesses within the same unified business center, multi-tenant office building, or shopping center. ; viii. Within twenty-four (24) hours after the expiration of the grand opening permit, all grand opening signs shall be removed from the premises. (5) Special event signs. The following regulations shall apply to special event signs: a. Special event signs shall conform to all relevant specifications regarding size and location with respect to sign type as defined in this ordinance. ; b. The community development directordirector of planning or a designated agent shall determine the permitted number, size, height, location, and construction, 34 including consideration for approval of pennant flags for approved special events, with consideration given to the public safety and signage reasonable, necessary, and appropriate for the intended purpose. ; c. Any special event sign which is permitted to extend over or onto a public right-of- way shall be erected and maintained in such a manner as to not interfere or obstruct access, activity, or vision along any such public right-of-way. ; d. Special event signs shall be erected and maintained for a period of time as approved by the village and shall be removed within twenty-four (24) hours of the end of the event. (6) Off-premises signs. a. The display of off-premises signs is limited to commercial zoning districts outside of the central sign district. b. Off-premises signs may only advertise a use, business, commodity, service, or activity offered on those properties that are adjacent to or in the same subdivision as the property on which the off-premises sign is to be installed. c. Off-premises signage shall conform to the relevant specifications regarding size and location with respect to sign type as defined in this ordinance. d. Applications for an off-premises sign must be accompanied by a letter of consent from the owner of the property on which the sign is to be installed. e. Such signage shall be displayed for the length of time of display for temporary signs as set forth in this ordinance (see "Temporary sign standards"). (7) Balloon signs. a. Balloon signs shall be allowed in all commercial zoning districts outside of the central sign district. b. Permit applicants for balloon signs in unified business centers, multi-tenant office buildings, or shopping centers must furnish a statement from the property owner consenting to a seven (7) day "rest period" between installation of balloons for units/tenants within the shopping center or building. c. Under no circumstances shall balloon permits be issued simultaneously for businesses within the same unified business center, multi-tenant office building, or shopping center. d. The application for a permit for a balloon sign must meet the following minimum requirements: i. The applicant shall pay a refundable deposit of one hundred dollars ($100.00) payable to the Village of Plainfield as a condition precedent to the issuance of the permit. This payment shall be made in addition to and separate from payment of applicable fees for temporary signage; ii. Compliance with safety measures prescribed by the community developmentplanning department; 35 iii. Within twenty-four (24) hours after the expiration of the grand opening permit, the balloon shall be removed from the premises; iv. In the event the device is not removed within the time period specified on in the permit, the applicant shall forfeit the deposit. e. Display of all balloons is limited to fourteen (14) days. (8) Icon signs. a. Icon signs shall be allowed only in residential districts outside of the central sign district. b. Display of icon signs is limited to seven (7) days. c. The application for a permit for a cold-air inflatable icon sign must meet the following minimum requirements: i. Compliance with any safety measures prescribed by the community development department or a designated agent; ii.i. Within twenty-four (24) hours after the expiration of the grand opening permit, all icon signs shall be removed from the premises. d.f. No deposit shall be required for non-inflatable icon signs. (9)(8) Subdivision project signs. Subdivision project signs displaying the name of the project, date of completion, amenities, etc., may be erected and maintained as ground signs on the subject property/parcel and shall be removed within two (2) years of the issue date of the permit. A twelve (12) month extension may be granted upon request and with the approval of the village administrator, the village president and board of trustees, or a designated agent. a. Size: i. One (1) subdivision project sign of up to two hundred (200) square feet in area and twenty (20) feet in height may be permitted for subdivision projects with a site area of twenty (20) acres or larger. ; ii. One (1) subdivision project sign of up to three hundred (300) square feet in area and twenty-five (25) feet in height for projects of eighty (80) acres or more which front on an Interstate highway may be permitted. b. Illumination: Illumination of subdivision project signs shall be designed to be illuminated internally or by concealed fixtures so that no reflectors, extension arms, or fixtures are visible from the street. Illumination shall be designed to be unobtrusive and discreet. c. Landscaping: Subdivision project signs shall be landscaped with plants and shrubs to soften the visual impact. A landscape plan shall be submitted for village approval with the proper sign permit application prior to installation of project identification signs. (10)(9) Banners. a. All applications for banners shall be subject to review and approval by the village administrator, or the village president and board of trustees, or a designated agent. 36 b. Civic banners shall be allowed on street lights and poles only if they contain the village logo, seasonal messages, or if they are announcing a community event or special occasion. c. Civic banners shall be erected and maintained for a period of time as approved by the village administrator, the village president and board of trustees, or a designated agent. d. One (1) advertising banner shall be allowed per wall of a commercial building that fronts a public street only if it advertises a temporary special on-site or adjacent site promotion or sale. e. Advertising banners shall be displayed for the length of time of display for temporary signs as set forth in this ordinance (see "Temporary sign standards"). f. Banners that are used as interim wall signs shall be permitted until the date that the permanent wall sign is installed and shall be exempt from the five (5) temporary sign permits per year restriction. Such interim wall signs shall be permitted for a maximum period of fourteen (14) days. e.g. (11) Sidewalk signs. a. Sidewalk signs shall be allowed only in the central sign district. b. The sign shall be no larger than twelve (12) square feet and no higher than four (4) feet in height. c. The sign location shall be restricted to the area immediately in front of the business, shop, or property which is being advertised. d. The sign shall be located in an area so as to not impede the flow of pedestrian traffic or obstruct the view of vehicular traffic. e. The sign shall be removed at the end of each business day. f. When necessary and appropriate, sidewalk signs shall be erected and maintained for a period of time as approved by the village administrator, village president and board of trustees, or a designated agent. (12)(10) Trailer-mounted/wheel-mounted signs. a. Display of trailer-mounted or wheel-mounted signs shall conform to the provisions set forth in this ordinance regarding size, height, and location with respect to ground signs. This shall be in addition to the provisions set forth in this section. b. Display of trailer-mounted or wheel-mounted signs is limited to two (2) display periods per calendar year, which shall last for the length of time specified in this ordinance and may be consecutive (see "Temporary sign standards"). c. Permit applicants for such signs in unified business centers, multi-tenant office buildings, or shopping centers within the specified areas of display must furnish a statement from the property owner consenting to a seven (7) day "rest period" 37 between installation of such signs for units/tenants within the shopping center or building. d. Under no circumstances shall permits be issued simultaneously for businesses within the same unified business center, multi-tenant office building, or shopping center. e. The display of trailer-mounted or wheel-mounted electronic message signs is limited to the following areas: i. Commercial and industrial properties abutting Route 59 starting at the centerline of Route 126 and extending north to the northern village limits; ii. Commercial and industrial properties abutting Route 59 starting at the centerline of Newkirk Drive and extending south to the southern village limits; iii. Commercial and industrial properties abutting Route 30 starting at the centerline of Lockport Street and extending north to the northern village limits; iv. Commercial and industrial properties abutting Route 30 starting at the centerline of Renwick Road and extending along Route 30 to the centerline of Spangler Road;. f. Trailer-mounted or wheel-mounted electronic message signs shall conform to Federal Highway Administration and State of Illinois Department of Transportation regulations, and all applicable village ordinances regarding illumination and message change intervals. (Ord. No. 2670, § I, 8-6-07; Ord. No. 2824, § I, 1-5-09; Ord. No. 3042, § III, 3-5-12) 38 Section 9-149. Certificate of Appropriateness 2. Certificate of appropriateness—When required. a. Except as provided herein, a certificate of appropriateness is required prior to issuance of a permit for minor and major work involving any new and other construction, alteration, repair, demolition, relocation or other material change that may affect the exterior architectural appearance of any structure or site within an historic district or of any designated landmark building or site. b. An application for a certificate of appropriateness shall not be required for certain projects. Projects which do not require a certificate of appropriateness include, but are not limited to, those listed below: i. Change in exterior paint schemes or colors; ii. Ordinary repair and maintenance of existing exterior architectural features which do not permanently alter or modify the features and do not require a building permit; iii. Replacement of existing outside storage sheds; iv. Installation, removal, or change in landscaping; v. Repairs to private concrete or asphalt sidewalks, and all sidewalks, curbs, streetlights, fire hydrants and street signs within the public right-of-way; vi. Replacement of existing mechanical and electrical service equipment; c. The requirement for a certificate of appropriateness may be waived in emergency circumstances which require immediate relief, repair, or demolition, where the fire chief or building official certifies that such conditions exist and that said conditions can be eliminated as quickly as is needed only if the certificate of appropriateness is waived. d. In the event any building, structure, or other feature should be damaged by fire or other calamity, or by Act of Nature, or by the public enemy to such an extent that, in the opinion of the aforesaid official or officials, it cannot reasonably be repaired and restored, it may be removed or demolished in conformity with normal permit procedures and applicable laws. Subsections (3) and (4) shall apply only in cases where it is impractical for the commission to review a certificate of appropriateness. 3. Certificate of appropriateness—Procedure. a. Where a certificate of appropriateness is required, the community development planning department shall furnish applicants with an application for a certificate of appropriateness. b. Within ten (10) days following receipt by the community development department of an application for a certificate of appropriateness, the community developmentplanning department shall notify the chairperson of the historic preservation commission. b.c. The Zoning Administrator and the chairperson of the historic preservation commission shall determine whether the proposed project constitutes “Minor Work” or “Major Work.” When both the Zoning Administrator and chairperson of the historic preservation commission determine that the activity constitutes “Minor Work” then the project shall be reviewed administratively. c.d. The commission shall review an application for a certificate of appropriateness for projects determined to be “Major Work” within twenty-one (21) days after notification by the community developmentplanning department. Plans and specifications for exterior work submitted with the permit application shall be made available to the commission. The community development planning department shall notify the applicant of the time and place of the meeting. d.e. Tabling the application shall be considered action by the commission provided, however, that any such delay shall not exceed twenty-one (21) days unless the 39 Section 9-149. Certificate of Appropriateness applicant has not provided the additional documentation or expert technical advice requested. e.f. The commission may table the application for a certificate of appropriateness if it finds that additional documentation or expert technical advice from outside its membership is needed to properly evaluate the application. The commission may hold an additional meeting or meetings to consider the application not more than twenty-one (21) days from receipt of all requested documentation and technical advice. f.g. The commission shall approveplanning department shall administratively review and approve an application for a certificate of appropriateness for projects where it is required and that meet the applicable criteria for "minor work." These projects include, but are not necessarily limited to, the following: i. Addition of outside storage and mechanical and electrical service equipment not visible from a public street or sidewalk either because of location or landscaping; ii. Application or use of exterior roofing materials of the same kind, type, or texture as that already in use, if appropriate; iii. Improvements, alterations, and renovations that can be accomplished without obtaining a building permit, including, but not limited to, screening and siding using the same material as when the building was first constructed; iv. Erection, alteration, or removal of features associated with a physical or medical condition of an occupant, clients or customers, but which do not permanently alter exterior features, including access ramps or lifts; v. Replacement of fences of the same type and material in the same location; vi. Installation of or change in, storm doors, storm windows, and screens; vii. Other such projects that are determined to be minor work, either through consistent interpretation of this ordinance, or by determination of either the chairperson of the historic preservation commission or the village board. g.h. If the commission finds that the work proposed in the application meets the applicable criteria of subsection (4) of this section, and is considered "major work" that will not impair the integrity of contributing structures within a historic district, it shall recommend to the village board approval of a certificate of appropriateness. The recommendation shall state its findings and reasonings, which will be forwarded to the village board. h.i. If the commission finds on a preliminary basis that the work proposed in the application does not meet the applicable criteria of this article, it may make recommendations to the applicant concerning changes that would cause the work proposed in the application to meet the applicable criteria and may confer with the applicant in an attempt to resolve any differences between the applicant's plan and the applicable criteria. i.j. If the commission finds that the work proposed in the application does not meet the applicable criteria and will therefore adversely affect or destroy historically or architecturally significant features of a landmark or of a building, structure, or site within a designated historic district, it shall recommend denial of a certificate of appropriateness. The recommendation shall state its findings and reasonings, which will be forwarded to the village board. Upon subsequent denial, the applicant may submit an amended application to address the findings and recommendations of the commission and the village board. If the commission finds that the amended application conforms to the findings and recommendations of the commission and the village board and to the applicable criteria set forth in this article, it shall issue a certificate of appropriateness, and no further action by the village board will be necessary. 40 Section 9-149. Certificate of Appropriateness j.k. A certificate of appropriateness shall be invalid if: i. Changes have been made to the plans subsequent to the approval of the commission or village board; or ii. The permit issued for the work becomes invalid. A certificate of appropriateness remains in force for the same period of validity as the permit. k.l. The applicant may submit an application for a certificate of economic hardship upon denial of a certificate of appropriateness pursuant to the following section. 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 15024 S. Des Plaines St. 67 FIR 5/8"FCCFIR 1/4"FIR 1/4"FIP3/4FIP 3/4"FIR 5/8"FIP 1"FIR 5/8"FCCFMN101SMN102SCC103SCC104SCC105SCC612.3 36"6 1 2 . 3 0 1005SMG6 1 2 . 0 6 6 1 1 . 6 3 6 1 1 . 8 5 6 1 1 . 7 8 6 1 1 . 4 5 6 1 1 . 8 8 612.07 6 1 1 . 5 9 6 1 2 . 1 2 6 1 2 . 1 2 6 1 1 . 6 1 6 1 1 . 6 9 6 1 1 . 7 9 6 1 2 . 1 1 6 1 1 . 9 6 6 1 1 . 9 0 6 1 1 . 9 6 6 1 1 . 9 6 8"6 1 1 . 8 2 6 1 1 . 8 1 6 1 1 . 2 1 6 1 1 . 1 6 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 5 6 1 2 . 7 8 6 1 2 . 5 3 6 1 2 . 5 8 6 1 2 . 4 4 6 1 2 . 7 0 6 1 2 . 4 3 6 1 2 . 6 6614.92FFE6 1 2 . 2 7 6 1 2 . 1 3 6 1 2 . 1 1 8"6 1 2 . 1 4 6 1 2 . 7 6 1 2 . 4 0 6 1 2 . 3 6 1 2 . 2 6 1 2 . 0 6 1 2 . 2 6 1 2 . 0 6 6 1 2 . 2 6 1 1 . 9 9 6 1 1 . 8 8 6 1 1 . 8 7 6 1 1 . 8 5 6 1 1 . 8 6 6 1 1 . 8 8 6 1 1 . 9 3 6 1 1 . 9 5 6 1 1 . 6 4 6 1 1 . 4 5 6 1 1 . 4 0 6 1 1 . 5 2 6 1 1 . 7 5 6 1 1 . 9 1 6 1 2 . 0 8 6 1 1 . 8 1 6 1 1 . 8 3 6 1 1 . 7 6 6 1 1 . 5 0 6 1 1 . 3 5 6 1 1 . 7 0 6 1 1 . 3 2 6 1 1 . 2 6 6 1 1 . 6 0 6 1 1 . 6 6 6 1 1 . 2 7 6 1 1 . 1 5 6 1 1 . 5 9 6 1 1 . 4 0 6 1 1 . 4 6 6 1 0 . 9 2 6 1 1 . 4 5 6 1 1 . 5 2 6 1 0 . 9 6 6 1 1 . 4 8 6 1 1 . 6 1 6 1 0 . 8 7 6 1 2 . 3 4 8"6 1 2 . 4 6 1 1 . 9 6 1 1 . 9 8"6 1 2 . 0 6 1 1 . 7 6 1 1 . 9 6 1 1 . 9 6 1 2 . 3 4 6 1 2 . 6 E 6 1 2 . 4 1612.51FFE612.34FFE6 1 2 . 3 6 1 2 . 2 9 6 1 1 . 9 6 1 2 . 0 6 1 1 . 7 6 1 1 . 1 6 1 1 . 4 6 1 1 . 3 6 1 0 . 9 6 1 1 . 2 6 1 0 . 98"24"6 1 0 . 6 6 1 1 . 2 6 1 1 . 3 7 6 1 1 . 7 8"6 1 2 . 4 4 6 1 2 . 4 1 6 1 2 . 3 8 6 1 2 . 5 2 6 1 2 . 4 6 6 1 2 . 4 4 6 1 2 . 3 6 6 1 3 . 0 6 6 1 3 . 0 9 6 1 2 . 9 0 6 1 2 . 6 6 6 1 2 . 5 8 6 1 2 . 5 0 6 1 2 . 5 6 6 1 2 . 7 1 6 1 1 . 7 9 6 1 1 . 7 2 6 1 1 . 2 1 6 1 1 . 7 8 6 1 1 . 6 8 6 1 1 . 2 3 6 1 1 . 6 8 6 1 1 . 3 3 614.496 1 1 . 9 4 6 1 1 . 5 3 6 1 1 . 8 9 6 1 1 . 5 1 6 1 2 . 1 5 6 1 2 . 9 2 6 1 2 . 9 0 6 1 2 . 7 1 6 1 2 . 5 9 6 1 2 . 4 9 6 1 2 . 6 7 6 1 2 . 7 1 6 1 2 . 1 0 6 1 1 . 6 4 6 1 1 . 8 1 6 1 1 . 9 5 6 1 2 . 5 1 6 1 2 . 7 1 6 1 2 . 3 0 6 1 3 . 0 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 1 6 1 2 . 8 1 6 1 1 . 8 8 6 1 1 . 7 9 6 1 1 . 9 3 6 1 2 . 0 2 6 1 2 . 1 9 6 1 2 . 1 0 6 1 2 . 4 5 6 1 2 . 5 3 6 1 2 . 4 0 6 1 2 . 0 2 6 1 2 . 0 4 6 1 2 . 1 0 6 1 2 . 6 6 6 1 2 . 8 2 6 1 2 . 2 6 6 1 2 . 6 0 6 1 3 . 0 6 6 1 2 . 6 5 6 1 2 . 6 2 6 1 2 . 7 5 6 1 2 . 6 6 6 1 2 . 8 236"6 1 0 . 5 6 1 1 . 2 6 0 9 . 5 3 6 0 8 . 9 9 6 0 8 . 8 6 6 0 8 . 6 5 6 0 8 . 4 7 6 0 9 . 0 5 6 0 9 . 5 5 6 0 9 . 7 8 6 1 0 . 0 6 0 9 . 916" x 26 0 9 . 4 6 6 0 9 . 1 3 6 0 9 . 4 6 6 0 9 . 5 8 6 0 9 . 6 4 6 0 9 . 5 2 6 0 9 . 4 6 6 0 8 . 9 5 6 0 9 . 0 2 6 0 8 . 6 2 6 0 8 . 5 6 6 0 8 . 9 3 608.91 608.63 608.82 608.93609.06609.53609.04 609.26 609.22609.13609.15 609.41609.12609.20 6 0 9 . 2 1 6 0 9 . 2 2 6 0 9 . 2 6 6 0 9 . 3 5 608.87 608.88 6 1 1 . 7 6 6 1 2 . 0 6 6 1 1 . 6 7 6 1 0 . 9 6 6 1 1 . 3 0 6 1 1 . 1 0 6 1 0 . 1 7 6 0 9 . 6 7 6 0 9 . 7 9 6 0 9 . 6 4 6 0 9 . 6 7 6 1 0 . 3 4 6 1 0 . 0 2 6 0 9 . 5 6 0 9 . 4 8 6 0 9 . 5 6 0 9 . 4 5 6 0 9 . 3 6 6 0 9 . 4 6 608.96608.69608.80 6 0 9 . 7 4 6 1 1 . 6 6 1 2 . 0 2 6 1 2 . 2 612.35FFE6 1 2 . 3 4 6 1 1 . 9 2 6 1 1 . 9 2 6 1 1 . 9 9 6 1 1 . 7 6 6 1 1 . 7 2 6 1 1 . 5 6 1 1 . 6 6 1 2 . 3 2 6 1 1 . 5 12"6 1 1 . 3 6 1 1 . 2 6 1 0 . 8 5 6 1 0 . 8 1FCC6 0 9 . 5 4 6 0 9 . 5 3 6 0 8 . 4 8 6 0 8 . 4 7 6 0 8 . 4 5 6 0 8 . 7 2 6 0 8 . 5 8 608.83609.53610.08610.26609.82609.87610.43 609.88609.91610.38609.99610.22610.41 6 1 0 . 7 4 6 0 9 . 6 4 6 0 9 . 0 9 6 0 9 . 5 1610.126 1 0 . 6 3 610.676 1 0 . 2 6610.35609.87609.946 1 0 . 1 6 6 1 0 . 4 0 6 1 0 . 9 7 6 1 0 . 4 7 6 1 0 . 8 4 6 0 9 . 6 6 6 0 9 . 4 6 6 1 1 . 5 2 6 1 0 . 7 7 6 1 1 . 0 3 6 1 1 . 5 1 6 1 1 . 5 6 6 1 2 . 4 0EG 6 1 2 . 4 8 6 3 9 . 9 2 6 2 6 . 9 3 6 1 2 . 2 6 1 2 . 1 6 1 1 . 7 6 1 1 . 8 6 1 1 . 9 6 612.44FFE6 1 2 . 2 0 6 1 2 . 2 1 6 1 2 . 2 1 6 1 2 . 1 4 6 1 2 . 1 3 6 1 3 . 5 5 6 1 3 . 5 7 6 1 3 . 5 1 6 1 2 . 2 7 6 1 2 . 2 8 6 1 2 . 3 5 6 1 3 . 3 1 6 1 2 . 4 0 612.44FFE6 1 2 . 3 8 612.176"6 1 2 . 5 6 1 2 . 4 1 6 1 2 . 4 6 1 2 . 3612.64TCF6 1 2 . 7 6 6 1 2 . 7 2 6 1 3 . 6 3 6 1 2 . 7 8 6 1 2 . 8 1 6 1 3 . 6 6 6 1 3 . 6 7 6 1 2 . 8 5 6 1 3 . 5 6G6 1 3 . 5 3 6 1 3 . 5 9 6 1 4 . 4 1 615.10FFE6 1 4 . 5 7 6 1 3 . 5 3 6 1 3 . 5 6612.466 1 2 . 6 2612.426 1 3 . 5 4 6 1 3 . 5 8 6 1 3 . 0 6 1 3 . 5 8 6 1 2 . 2 5 612.29612.226 1 2 . 1 8 6 1 2 . 2 5612.15612.186 1 2 . 1 6 1 2 . 5 3 6 1 2 . 2 1.24'20.12'16.16'42.13'23.43'26.47'12.96'35.86'1.74'29.45'29.46' 0.65' 3. 5 5 '3.58'3.57''0.70'16.82'3.93'#150242 STORYFRAME RESIDENCEFRAME SHED12.29'18.30'12.26'18.26'COVERED PORCHCONC. PATIOCONC.PATIOCONC. DRIVEBITUMINOUS PAVEMENTBITUMINOUS PAVEMENT BITUMINOUS PAVEMENTGRAVELT /W T /W T/WSBM #2SBM #1T/W T/W T /W T/W T/W T/W T/W T/W T/W T/W T /W T/W T/W T/WBUSHEST/W T/W 609 610 6116 1 1 610 610 609 609 611 6 1 1 611 612 612612612612612 612 612 612 612612 613611612#150281 STORYBRICK BUILDING# 1141INLETRIM=610.87IE 6"DIP SW=607.92IE 12"RCP E=607.92# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1047INLETRIM=611.16IE 10"DIP NE=608.76# 1232STORM MHRIM=610.87IE 15"DIP N,E=607.60# 1302WVVRIM=612.82T/P 8"DIP=607.22# 1279STORM MHRIM=612.53IE 15"RCP N,S=607.73# 1375INLETRIM=609.67IE 12"RCP SW=603.22# 1359INLETRIM=608.88(BOLTED SHUT)# 1388INLETRIM=609.69IE 12"RCP NE,SW=602.74# 1316INLETRIM=608.47IE 6"CPP NW,SW=604.52IE 12"CPP E=604.52# 1316INLETRIM=608.65IE 12"CPP W,S,N=604.40# 1432INLETRIM=608.45IE 6"CPP NW,SW=604.75IE 12"CPP E=604.75# 1431INLETRIM=608.47IE 12"CPP W,S,N=604.67DES PLAINES STREETLOT 15LOT 16LOT 142.91' N3.05' N71.25'71.14'0.87' S1.06' S20.28'20.61'28.90'SOUTH LINE OF LOT 15NORTH LINE OF THE SOUTH 15.12 FEET OF LOT 15FENCECORNER0.2' S &3.8' EFENCECORNER0.2' S &3.8' E@ CORNER1.08' S &ON LINE0.54' W &ON LINE@ CORNER0.08' E &ON LINELOT 3LOT 4(33')(77.88')(15.12')(79.26') (117.81') (117.81') (106')(230.34')(157.02')(157')O A K S T N01°45'19"W 95.23'N89°03'16"E 157.02'S01°45'19"E 93.15'S88°17'35"W 157.00'18.19' 18.05' WEST LINE OF THE EAST 157 FEET OF LOT 16 6 1 2 . 0 8 # 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43VICINITY MAPNOT TO SCALEBASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE 41-49-31.08533 NLONGITUDE 88-01-27.20112 WELLIPSOIDAL HEIGHT: 624.054 SFTGROUND SCALE FACTOR 1.0000466675ALL MEASUREMENTS ARE ON THE GROUND.0GRAPHIC SCALE1" =2010 20408020'STATE PLANE MERIDIANSITEREVISIONSDATENO.DESCRIPTIONNO. DATEDESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517PLAINFIELD, IL 6058524801 WINTERBERRY LANE815-254-1423SCHMIDT ARCHITECTS, LLCAJS1120'PLAINFIELD HOTEL, PLAINFIELD, ILLINOISBOUNDARY AND TOPOGRAPHIC SURVEYMLPAJSPLAINFIELD HOTELPLAINFIELD, ILLINOISBOUNDARY AND TOPOGRAPHIC SURVEYOF1955111-21-1912-03-19VP01.1STATE OF INDIANA )) SSCOUNTY OF LAKE )I, ANTHONY J. STRICKLAND, AN ILLINOIS PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT IHAVE SURVEYED THE ABOVE DESCRIBED PROPERTY AND THAT THIS PLAT IS A TRUE AND CORRECTREPRESENTATION THEREOF. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF,CORRECTED TO A TEMPERATURE OF 68 DEGREES FAHRENHEIT.THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FORBOUNDARY AND TOPOGRAPHIC SURVEYS.FIELD WORK COMPLETED ON NOVEMBER 21, 2019.DATED THIS 3RD DAY OF DECEMBER , A.D., 2019 ._________________________________________________________ANTHONY J. STRICKLANDILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3437MY LICENSE EXPIRES ON NOVEMBER 30, 2020.V3 COMPANIES OF ILLINOIS, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.tstrickland @v3co.comSURVEYOR'S CERTIFICATE1. COMPARE ALL POINTS IN FIELD PRIOR TO ANY CONSTRUCTION AND REPORT ANYDISCREPANCIES TO SURVEYOR AT ONCE.2. ALL BUILDING DIMMENSIONS SHOWN HEREON ARE MEASURED TO EXTERIORFOUNDATION UNLESS OTHERWISE NOTED.3. FOR BUILDING RESTRICTIONS AS ESTABLISHED BY LOCAL ORDINANCES NOT SHOWNHEREON, CONSULT YOUR LOCAL MUNICIPAL AUTHORITIES.4. DO NOT SCALE DIMENSIONS FROM THIS MAP.5. CALL J.U.L.I.E. AT 1-800-892-0123 FOR FIELD LOCATION OF ALL UNDERGROUNDUTILITIES PRIOR TO ANY DIGGING OR CONSTRUCTION.6. UTILITIES AND IMPROVEMENTS SHOWN HEREON BASED ON VISIBLE FIELD VERIFIEDSTRUCTURES.7. THE OWNER SHOULD COMPARE THE DESCRIPTION ON THIS MAP, IF ANY EXISTS,WITH HIS, OR HER DEED ABSTRACT, OR TITLE POLICY AND NOTIFY SURVEYOR OFANY DIFFERENCES.8. UNDERGROUND UTILITY LINES SHOWN HEREON ARE BASED ON FIELD LOCATEDSTRUCTURES IN COORDINATION WITH ATLAS INFORMATION PROVIDED BY UTILITYCOMPANIES THROUGH J.U.L.I.E.'S DESIGN STAGE PROCESS. SEE "UTILITY ATLASNOTES" HEREON FOR SPECIFICS.GENERAL NOTES14,788 SQ. FT.AREA0.3395 ACRESBENCHMARKSOURCE: BENCHMARKS ESTABLISH VIA TRIMBLE VRS NETWORK. DATUM IS NAVD88.SITE:STATION DESIGNATION: SBM #1ESTABLISHED BY: V3DATE: 11-20-19ELEVATION: 614.49 (MEASURED)DATUM: NAVD88DESCRIPTION: EAST ARROW BOLT ON FIRE HYDRANT AT NORTHEASTCORNER OF DES PLAINES STREET AND OAK STREET.STATION DESIGNATION: SBM #2ESTABLISHED BY: V3DATE: 11-20-19ELEVATION: 609.41 (MEASURED)DATUM: NAVD8DESCRIPTION: SQUARE CUT ON LIGHT BASE NEAR NORTHEAST CORNEROF LOT 15THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIMETHEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACYTHEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE ORMIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON.IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKEDBETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDINGUTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOROR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE ORCOMMENCEMENT OF ANY CONSTRUCTION OR OTHER WORK.PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELYWITH ANY DISCREPANCIES FOUND PRIOR TO THE START OF ANY WORK.FLOOD HAZARD NOTETHIS PROPERTY IS DETERMINED TO BE IN AREA OF MINIMALFLOOD HAZARD (ZONE X) AS DEFINED BY THE FEDERALEMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATEMAP OF WILL COUNTY, ILLINOIS & INCORPORATED AREAS(COMMUNITY PANEL NO. 17197C0127G) EFFECTIVE DATE 2/15/2019.UTILITY ATLAS NOTES:CONTACTSRESPONSEATT/DISTRIBUTIONPLAINFIELD VILLAGE/CITY OFCOMEDNICOR GASJ.U.L.I.E. DESIGN STAGE REQUEST DIG NUMBER X3121238 RECEIVED11/08/19 .CONTACTS PROVIDED BY J.U.L.I.E. & LISTED BELOW WERECONTACTED BY V3 VIA FAX, REQUESTING UTILITY ATLASINFORMATION ON 11/08/19.USIC LOCATING SERVICES RESPONDED WITH COMED ATLASNO RESPONSENO RESPONSECOMCASTNO RESPONSENO RESPONSENO RESPONSEMETRO FIBERNET, LLCNO RESPONSEASPHALT PAVING OR WATER (LABELED)EXISTING CONTOUR LINEEXISTING FENCELINE (CHAIN LINK)EXISTING FENCELINE (WOOD)EXISTING FENCELINE (WIRE)UNDERGROUND CABLE TVUNDERGROUND ELECTRICUNDERGROUND TELEPHONECURBEXISTING BUILDINGMARSH AREAWETLANDSDEPRESSED CURBUNPAVED ROADCONCRETEWATER MAINEDGE OF WATEROVERHEAD WIRESSANITARY SEWERSTORM SEWERRAILROAD TRACKSGAS MAINGUARDRAILEXISTING SPOT ELEVATIONCMP CORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEFES FLARED END SECTIONEXISTING FLOW LINE ELEVATIONEXISTING TOP OF CURB ELEVATIONCONC. CONCRETEDUCTILE IRON PIPESTORM DRAINSANITARY SEWERSANDIPSDINV INVERTBW BOTTOM OF WALLBIT. BITUMINOUSMH MANHOLECW CONCRETE WALKTW TOP OF WALLTP TOP OF PIPEBW BACK OF WALK7 8 2 . 6 2 782.62782.12VCP VITRIFIED CLAY PIPEEP EDGE OF PAVEMENTTC TOP OF CURBGUT GUTTERF.L. FLOW LINEDEP DEPRESSED CURBFRM. FRAMEBRK. BRICKABBREVIATIONSLEGENDCB CHORD BEARINGN NORTHS SOUTHE EASTW WESTR RADIUSA ARC LENGTHP.U.E. PUBLIC UTILITY EASEMENTU.E. UTILITY EASEMENTD.E. DRAINAGE EASEMENTPT POINT OF TANGENCYPC POINT OF CURVATUREPRC POINT OF REVERSE CURVATUREPCC POINT OF COMPOUND CURVATUREINFORMATION TAKEN FROM DEEDEXCEPTION TO BLANKET EASEMENTM.U.E. MUNICIPAL UTILITY EASEMENTI.E. INGRESS & EGRESS EASEMENT<DEED>[CALC]CALCULATED DATUMMEASURED DATUM(REC)RECORD DATUMMEAS.ETBEPROPOSED EASEMENT LINEEXISTING EASEMENT LINELOT LINECENTERLINEDIVISIONAL SECTION LINEBUILDING SETBACK LINEPROPOSED RIGHT-OF-WAY LINEEXISTING RIGHT-OF-WAY LINEGUY POLETELEPHONE POLETRAFFIC LIGHTFIBER OPTIC CABLE LINEWATER METERPUBLIC PAY TELEPHONEPARKING METERGAS METERSET CONCRETE MONUMENTHEADWALLTELEPHONE PEDESTALMAILBOXCABLE TV PEDESTALTRAFFIC LIGHT POLEELECTRIC MANHOLETELEPHONE MANHOLEELECTRIC METERTRAFFIC CONTROL VAULTPAINTED TELEPHONE LINEPAINTED ELECTRIC LINETRAFFIC CONTROL BOXELECTRIC PEDESTALELECTRIC VAULTELECTRICAL JUNCTION BOXELECTRIC SERVICE OUTLET BOXHANDHOLEPOWER POLEANCHORBASKETBALL HOOPW/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKERPAINTED GAS LINEGAS VALVE VAULTNON-DECIDUOUS TREE GAS VALVEGAS METERWATER VALVEWATER VALVE VAULTPAINTED WATER LINESPRINKLER HEADWETLAND MARKERMONITORING WELLPOST INDICATOR VALVEWELL HEADHOSE BIBPOSTB-BOXSIGNHYDRANTSTORM INLETSANITARY MANHOLESTORM MANHOLECURB INLETFLARED END SECTIONFLAGPOLECLEANOUTQUARTER SECTION CORNERFOUND IRON RODFOUND PK NAILFOUND DISK IN CONCRETEFOUND ROW MARKERFOUND RAILROAD SPIKEFOUND IRON BARFOUND BRASS MONUMENTFOUND IRON PIPEFOUND CROSS NOTCHSET MONUMENTSET PK NAILSET IRON PIPESET TRAVERSE POINTSECTION CORNERAIR CONDITIONER PAD/UNITELECTRIC TRANSFORMER PADBUSHSOIL BORING HOLE W/ NUMBERPROPERTY LINESECTION LINEUNDERGROUND CABLE TV(ATLAS INFO.)UNDERGROUND FIBER OPTIC CABLE(ATLAS)UNDERGROUND ELECTRIC(ATLAS INFO.)UNDERGROUND TELEPHONE(ATLAS INFO.)GAS MAIN(ATLAS INFO.)WATER SERVICE (ATLAS INFO.)SANITARY SEWER(ATLAS INFO.)STORM SEWER(ATLAS INFO.)LIGHT STANDARDGFETCF TOP OF FOUNDATIONFFE FINISHED FLOORGARAGE FINISHED FLOORDETECTABLE WARNING PADWATER MAIN (ATLAS INFO.)W.S.LEGAL DESCRIPTIONTHE SOUTH 15.12 FEET OF THE EAST 157.02 FEET OF LOT 15 AND THE EAST 157 FEET OF LOT16, IN ASSESSORS SUB OF BLOCK 4 IN ARNOLDS ADDITION TO PLAINFIELD, ACCORDING TOTHE PLAT THEREOF RECORDED AUGUST 24, 1867, IN BOOK 102, PAGE 222, AS DOCUMENTNO. 57290, ALL IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 36 NORTH, RANGE 9,EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS.68 69 ILLINOIS LICENSED DESIGN FIRM NO. 184-000902I, RYAN M. WAGNER, A LICENSED PROFESSIONAL ENGINEER OF ILLINOIS, HEREBY CERTIFYTHAT THE CIVIL ENGINEERING PLANS WERE PREPARED ON BEHALF OF Brian and Michelle SmithBSPI BY V3 COMPANIES, LTD. UNDER MY PERSONAL DIRECTION. THIS TECHNICAL SUBMISSIONIS INTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITH THE PROJECTSPECIFICATIONS AND CONTRACT DOCUMENTS.DATED THIS DAY OF , A.D., 2020.ILLINOIS LICENSED PROFESSIONAL ENGINEER 062-062713MY LICENSE EXPIRES ON NOVEMBER 30, 2021NO SCALEPROJECT TEAMENGINEEROWNER/DEVELOPERFORV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Ryan Wagner, P.E., LEED APrwagner@v3co.comProject Engineer: Garrett Tierneygtierney@v3co.comPLAINFIELD, ILLINOISTITLE SHEETGENERAL NOTES , LEGEND, AND ABBREVIATIONSDEMOLITION PLANLAYOUT PLANGRADING PLANDETAIL GRADING PLANEROSION CONTROL PLANUTILITY PLANCONSTRUCTION DETAILSCONSTRUCTION DETAILSC0.0C1.0C2.0C3.0C4.0C4.1C4.2C5.0C6.0C6.1FINAL ENGINEERING PLANSARCHITECTBSPI24837 W. Pine Cone LanePlainfield, IL 60586815 739 0315Contact: Brian SmithBSPI1989@aol.comContact: Michelle Smithsoc97ml@gmail.comSchmidt Architects, LLC24801 Winterberry LanePlainfield, IL 60585815 254 1423Contact: David Schmidt, AIA, LEED APCIVIL ENGINEERING PLANSPLAINFIELD HOTELNO SCALEINDEXALTA AND TOPOGRAPHIC SURVEYPHOTOMETRIC / ELECTRIC PLANPRELIM. ADS STORMTECH UNDERGROUNDDETENTION SYSTEM DRAWINGS1 of 2P1.0SUPPORTING DOCUMENTSDRAWING NO.C0.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht 19551.dwg3/6/2020DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: ORIGINAL ISSUE DATE:19551 03-10-20 GT BD RW PLAINFIELD ILLINOIS TITLESHEET PLAINFIELD HOTEL DESCRIPTIONDATENO.7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com BENCHMARKSLOCATION MAPVICINITY MAPPROFESSIONAL ENGINEER'S CERTIFICATION SOURCE: BENCHMARKS ESTABLISH VIA TRIMBLE VRS NETWORK. DATUM IS NAVD88.SITE:STATION DESIGNATION: SBM #1ESTABLISHED BY: V3DATE: 11-20-19ELEVATION: 614.49 (MEASURED)DATUM: NAVD88DESCRIPTION: EAST ARROW BOLT ON FIRE HYDRANT AT NORTHEASTCORNER OF DES PLAINES STREET AND OAK STREET.STATION DESIGNATION: SBM #2ESTABLISHED BY: V3DATE: 11-20-19ELEVATION: 609.41 (MEASURED)DATUM: NAVD8DESCRIPTION: SQUARE CUT ON LIGHT BASE NEAR NORTHEAST CORNEROF LOT 15THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIMETHEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACYTHEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE ORMIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON.IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKEDBETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDINGUTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOROR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE ORCOMMENCEMENT OF ANY CONSTRUCTION OR OTHER WORK.PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELYWITH ANY DISCREPANCIES FOUND PRIOR TO THE START OF ANY WORK.PROJECTLOCATIONPROJECTLOCATIONJointUtilityLocatingInformationforExcavatorsCall48 hours before you dig1 of 170 DRAWING NO.C1.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS GENERAL NOTES, LEGEND AND ABBREVIAITONS PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GENERAL NOTES1. EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY ANDHORIZONTAL CONTROL SHOWN ON THE DRAWINGS WEREOBTAINED FROM A SURVEY PREPARED BY:V3 COMPANIES, LTD.7325 JANES AVENUEWOODRIDGE, IL 60517COPIES OF THE SURVEY ARE AVAILABLE FROM THESURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THESURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TOFAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.2. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESEDRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYSAND RECORDS. THEREFORE, THEIR LOCATIONS ANDELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY.THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICHARE NOT PRESENTLY KNOWN.3. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES ANDFACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIESPRIOR TO ORDERING MATERIAL AND STARTING WORK.4. ALL APPLICABLE PROVISIONS OF THE CURRENTOCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREININCORPORATED BY REFERENCE.5. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNINGREGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLICAGENCY PERMITS PRIOR TO STARTING WORK. THECONTRACTOR, BY USING THESE PLANS FOR THEIR WORK,AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THEMUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THEOWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIESFROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS,DAMAGES, AND THE COST OF DEFENSE ARISING OUT OFCONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBEDHEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THEOWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES ANDAGENTS.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGALL REQUIRED PERMITS FOR CONSTRUCTION ALONG ORACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTORSHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING,SHORING AND OTHER REQUIRED PROTECTION OF ALLROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTORSHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETSOR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALLMAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THEOWNER OF THE ROADWAY.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,TRAFFIC CONTROL DEVICES AND WARNING DEVICES TOINFORM AND PROTECT THE PUBLIC DURING ALL PHASES OFCONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BEPROVIDED IN ACCORDANCE WITH THE IDOT STANDARDSPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BEDONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES."8. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS,ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCEWITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBYMADE A PART HEREOF:a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION" AS PREPARED BY IDOT, LATEST EDITION.b. ”STANDARD SPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS," LATEST EDITION.c. ILLINOIS RECOMMENDED STANDARDS FOR SEWAGEWORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION.d. THE LATEST EDITIONS OF THE MUNICIPAL CODE ANDSTANDARDS OF THE VILLAGE OF PLAINFIELD.e. THE NATIONAL ELECTRIC CODE.f. THE ILLINOIS ACCESSIBILITY CODE.g. CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OFSOILS BEING EXPORTED FROM THE SITE AND APPROPRIATEDISPOSAL SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARDTO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THEMORE STRINGENT REQUIREMENT SHALL GOVERN.9. THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVINGJURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCINGANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRINGINSPECTION.10. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TOCONSTRUCTION AND SHALL BE PROTECTED PER IDOTSTANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THECONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINEDTHROUGHOUT THE CONSTRUCTION PERIOD. ALL TREESIDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGEINCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING,FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OFTREES UNLESS OTHERWISE INDICATED.11. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BEPROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATIONOF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OFEACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THECONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HASBEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THEAUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THESTORM WATER POLLUTION PREVENTION PLAN.12. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE ANDORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHEREHIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES ANDADJACENT PROPERTY IN ACCORDANCE WITH THE VILLAGE OFPLAINFEILD MUNICIPAL CODE AND IDOT REQUIREMENTS.13. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT ORPARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ONTHE DAY PRECEDING A HOLIDAY OR A WEEKEND.14. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVEDSHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVALBEFORE COMMENCEMENT OF PAVEMENT REMOVAL.15. REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC.SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR ASPART OF THE BASE CONTRACT.16. NO BURNING OR INCINERATION OF RUBBISH WILL BEPERMITTED ON SITE.17. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTORSHALL CONTACT THE JOINT UTILITY LOCATION INFORMATIONFOR EXCAVATORS, "DIGGER" AT 1-312-744-7000. LOCALGOVERNMENT AGENCIES SHOULD BE CONTACTED BY THECONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITYLOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS INADVANCE OF CONSTRUCTION.18. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTINGUTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCHUTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BECOORDINATED AND PERFORMED BY THE CONTRACTOR INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OFTHE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES,UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN INSERVICE ARE UNCOVERED OR ENCOUNTERED DURING THISOPERATION, THEY SHALL BE SAFEGUARDED, PROTECTEDFROM DAMAGE AND SUPPORTED IF NECESSARY.19. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF"APPROVED" ENGINEERING PLANS WITH THE LATEST REVISIONDATE ON THE JOB SITE PRIOR TO THE START OFCONSTRUCTION.20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION ANDSEDIMENTATION CONTROL AS DETAILED IN THE STORM WATERPOLLUTION PREVENTION PLAN.21. ALL CURB RADII REFER TO BACK OF CURB.22. ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTIONSHALL BE RESTORED IN CONFORMANCE WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTIONAND SHALL BE INCIDENTAL TO THE CONTRACT.23. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTEDFROM DAMAGE AND IF DAMAGED, SHALL BE REPLACEDPROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY ORIDOT STANDARD SPECIFICATIONS IN MATERIALS ANDWORKMANSHIP.24. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FORROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OFPROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) ORTOPSOIL AS INDICATED ON DRAWINGS.25. CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPONREQUEST.26. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON ASPERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURINGAND UNDERCUTTING BY STORM WATER RUNOFF.27. BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENTABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BECONSTRUCTED BY MILLING AND SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE BITUMINOUS SURFACECOURSE.28. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORMSEWER OR WATERWAY, IS INTERRUPTED DUE TOCONSTRUCTION, THE DRAINAGE ROUTE SHALL BEREESTABLISHED TO ORIGINAL CONDITIONS BY THE END OFTHE SAME WORK DAY. POSITIVE DRAINAGE MUST BEMAINTAINED AT ALL TIMES DURING CONSTRUCTION.29. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH ANDLOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDEUNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.30. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS ANDMANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIRCOST.31. ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENTARE TO BE ADJUSTED OR RECONSTRUCTED BY THECONTRACTOR TO THE UTILITY OWNER'S SATISFACTION.ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ONTHE PLANS SHALL BE CONSIDERED INCIDENTAL TO THECONTRACT.32. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS ANDTO THE SATISFACTION OF THE UTILITY OWNER.33. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THEDETAILS OF THE PLANS FOR ALL UTILITY LINES (OR ASOTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACEDAND COMPACTED PER THE MUNICIPALITY AND IDOTSPECIFICATIONS. COST OF BACKFILL IS TO BE CONSIDEREDINCIDENTAL TO THE UTILITY WORK.34. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED ATTHE CONTRACTOR'S EXPENSE.35. PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANEDAND INSPECTED TO THE SATISFACTION OF THE AUTHORITYHAVING JURISDICTION. THE COST OF THIS WORK SHALL BECONSIDERED INCIDENTAL TO THE CONTRACT.36. THE GENERAL CONTRACTOR SHALL COORDINATE WITHUTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC,GAS AND IRRIGATION SERVICES. GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FORTHESE UTILITIES AND SHALL COORDINATE AND PROVIDECONDUIT CROSSINGS AS REQUIRED. THIS COORDINATIONSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANYCONFLICTS IN UTILITIES SHALL BE CORRECTED BY THEGENERAL CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.37. BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TOJOIN PIPES OF DISSIMILAR MATERIAL.38. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALLCONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL ANDCLIENT REQUIREMENTS FOR USE IN PREPARING RECORDDRAWINGS.39. THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POSTADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICELINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THEVILLAGE STANDARDS.40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERINGANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BEINCIDENTAL TO THE CONTRACT.41. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINEDFROM THE OWNER. ANY BRACING, SHEETING OR SPECIALCONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALLTHE PROPOSED IMPROVEMENTS SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONALSOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'SOPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE ATTHE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALLOBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESSTHE SITE TO CONDUCT A SUPPLEMENTAL SOILSINVESTIGATION.42. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTIONOPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSEDDRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THISCANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIREDWITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THEORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONALCONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILEFOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BYTHE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEERUPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRSSHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACTAND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESOR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS ORFOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTIONOF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS AND SPECIFICATIONS.XXW GT/EETBENCHMARKEASEMENT LINEFENCE LINECENTERLINEPROPERTY CORNERUNDERGROUND TELEPHONE& ELECTRIC DUCT BANKBURIED CABLE-TELEPHONESOIL BORINGTELEPHONE MANHOLECONTOURSPOT ELEVATIONWATER MAINGAS MAINCURB INLETUTILITY STUB POST INDICATOR VALVETHRUST BLOCKCONCRETE HEADWALLFLARED END SECTION (F.E.S.)SUBMERGED HEADWALLGUY WIRESFLOOD LIGHTFIRE HYDRANTLIGHT STANDARDIRRIGATION HEADSSIGNUTILITY POLEUTILITY TO BE ABANDONEDFEATURE TO BE REMOVEDDESCRIPTIONSTORMWATER FLOW DIRECTIONSANITARY SEWERSTORM SEWERSILT FENCEWATER MAIN PROTECTIONRAILROAD TRACKSGUARDRAILHAND HOLEGATE VALVE IN VALVE VAULTREVISION DELINEATIONSTORMWATER OVERFLOW ROUTEVALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LIDSANITARY FORCE MAINPROPERTY LINE (EXTERIOR)LOT LINE (INTERIOR)TREETREE LINETRAFFIC SIGNAL POLETELEPHONE PEDESTALTRANSFORMER PADUTILITY STRUCTURE WITH CLOSED LIDRIGHT-OF-WAY LINEMONITORING WELLCONSTRUCTION LIMIT LINEREVERSE PITCHED CURBRETAINING WALLTREE PROTECTION FENCECURB & GUTTERDEPRESSED CURB & GUTTERDITCH CHECKBURIED CABLE-ELECTRICTOP OF CURB ELEVATIONEDGE OF PAVEMENT ELEVATIONUTILITY CROSSING LABELINLET FILTER BASKETRIP RAPBOLLARDBACK OF CURBCATCH BASINFIRE HYDRANTBACK TO BACK OF CURBB/CB-BBMCURB AND GUTTERC & GCBDRAWINGDIWM DUCTILE IRON WATER MAINDIAMETERF/G FINISHED GRADEF-F FACE TO FACE OF CURBF/LFHFESFLOW LINEFLARED END SECTIONGGV/VBGV/VVHDPEHORIZONTALHPHWLIEHIGH POINTHIGH WATER LEVELINVERT ELEVATIONINLETLPLLEFTMH MANHOLENWL NORMAL WATER LEVELPCCPIPRCPOINT OF INTERSECTIONPOINT OF REVERSE CURVATUREPOINT OF TANGENCYPROPERTY LINEPOINT OF CURVATUREPOINT OF VERTICAL INTERSECTIONPVCPTPLPCPVIRRIGHT OF WAYSFMSHTSANITARY FORCE MAINSHEETSTATIONSTORM MANHOLESUBMERGED HEADWALLSHWSTMHSSANSMHSANITARYSANITARY MANHOLETT/CT/P TOP OF PIPETYP TYPICALVERTICALWATER MAINWMELEVATIONEJEXPANSION JOINTPPPOWER POLEPORTLAND CEMENT CONCRETEVCVERTICAL CURVEENNORTHPOINT OF VERTICAL CURVATUREOR POLYVINYL CHLORIDE PIPESLOPE OR SOUTHW WESTOLOPEN LIDF & G FRAME & GRATETYTYPECLCLOSED LIDPUBLIC UTILITY EASEMENTEAST OR ELECTRIC OR EDGEE/P EDGE OF PAVEMENTEXISTINGFINISHED FLOORGAS LINEHDW HEADWALLGATE VALVE IN VALVE BOXGATE VALVE IN VALVE VAULTHIGH DENSITY POLYETHYLENE PIPERCP REINFORCED CONCRETE PIPESTTANGENT LENGTH OR TELEPHONELFLINEAL FEETSFSILTATION FENCELOW POINT OR LIGHT POLEBV/VV BUTTERFLY VALVE IN VALVE VAULTBLDG BUILDINGINCLDIP DUCTILE IRON PIPEEX.PGL PROFILE GRADE LINEPVT POINT OF VERTICAL TANGENCYRADIUS OR RIGHTCENTERLINENOT IN CONTRACT / NOT INCLUDEDTOP OF CURB STORM STRUCTURE OR STORM SEWERHDCP HANDICAPON CENTERUPUTILITY POLEMWMONITORING WELLT/W TOP OF WALLMATCH EXISTINGF & OLF & CL FRAME & CLOSED LIDFRAME & OPEN LIDCOCLEAN OUTB/P BOTTOM OF PIPEAARC LENGTHOR POINT OF COMPOUND CURVEVERTSTADIADWGELEVFFHORMENICOCPUEROW710706.0782.62782.12SFCLLVCP VITRIFIED CLAY PIPEC01PROPOSEDEXISTINGATLAS LOCATED UTILITYLEGENDABBREVIATIONS71 DRAWING NO.C1.1N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS SPECIFICAITONS PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. SPECIFICATIONSEARTHWORK1. THE GRADING OPERATIONS ARE TO BE INSPECTED BY ATHIRD PARTY SOILS ENGINEER. THE CONTRACTOR'SREPRESENTATIVE MUST BE NOTIFIED PRIOR TO ANYUNSUITABLE SOIL REMOVAL AND MUST APPROVE, INWRITING, ANY REMEDIATION. BOTH THE CONTRACTORAND SOILS ENGINEER MUST BE PRESENT DURINGREMEDIATION.2. THE PROPOSED GRADING ELEVATIONS SHOWN ON THEPLANS ARE FINISH GRADE. A MINIMUM OF 6 INCHES OFTOPSOIL IS TO BE PLACED BEFORE FINISH GRADEELEVATIONS ARE ACHIEVED, UNLESS OTHERWISE NOTED.AREAS IN DETENTION FACILITIES NOTED TO BEESTABLISHED WITH NATIVE VEGETATION SHALL REQUIREA MINIMUM OF 12 INCHES OF TOPSOIL. REFER TOPLANTING PLANS TO VERIFY TOPSOIL THICKNESSREQUIREMENTS.3. THE SURFACE VEGETATION, TOPSOIL, TRANSITIONALMATERIAL, AND ANY OBVIOUSLY SOFT UNDERLYING SOILSHALL BE STRIPPED FROM ALL AREAS TO RECEIVESTRUCTURAL FILL. IF THE UNDERLYING SUBGRADE ISFOUND TO BE UNSUITABLE FOR PROPER COMPACTION,CONTRACTOR TO CONSULT WITH SOILS ENGINEER PRIORTO REMEDIATION.4. EMBANKMENT MATERIAL WITHIN ROADWAY, DRIVEWAY,BUILDING AND OTHER STRUCTURAL CLAY FILL AREASSHALL BE COMPACTED TO A MINIMUM OF 95% OFMAXIMUM DENSITY IN ACCORDANCE WITH ASTMSPECIFICATION D1557 (MODIFIED PROCTOR METHOD), ORTO SUCH OTHER DENSITY AS MAY BE DETERMINEDAPPROPRIATE BY THE SOILS ENGINEER, THE AUTHORITYHAVING JURISDICTION, AND THE CONTRACTOR.5. ALL PAVEMENT SUBGRADE SHALL MEET THEREQUIREMENTS DETERMINED BY THE SOILS ENGINEERAND DOCUMENTED IN THE GEOTECHNICAL REPORT. IFAREAS OF PAVEMENT SUBGRADE ARE ENCOUNTEREDWHICH DO NOT MEET THESE REQUIREMENTS, SUBGRADEREPLACEMENT OR PAVEMENT DESIGN REVISIONS SHALLBE PROVIDED WHICH ARE ADEQUATE TO OBTAINEQUIVALENT PAVEMENT STRENGTH AS DETERMINED BYTHE ENGINEER, SOILS ENGINEER, AND THE AUTHORITYHAVING JURISDICTION.6. COMPLETED GRADING (FINISHED FINE GRADE) FORPROPOSED PAVEMENT SUBGRADE AREAS, BUILDINGPADS, AND OPEN SPACE AREAS SHALL BE WITHIN A 0.1'TOLERANCE OF DESIGN SUBGRADE.7. THE SUBGRADE FOR PROPOSED STREET AND PAVEMENTAREAS SHALL BE PROOF-ROLLED BY THESUBCONTRACTOR IN THE PRESENCE OF THEJURISDICTIONAL INSPECTOR, CONTRACTOR, AND SOILSENGINEER.8. BORROW PIT LOCATION(S) SHALL BE APPROVED BY THEOWNER, ENGINEER, AND GEOTECHNICAL ENGINEER.SANITARY SEWER1. SANITARY SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC)CONFORMING TO ASTM D2241 WITH AN SDROF 26 WITH ELASTOMETRIC GASKET JOINTSCONFORMING TO ASTM D3139.B. DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSIA21.51 (AWWA C151) WITH JOINTS CONFORMING TOANSI 21-11 (AWWA C-111).2. MANHOLES SHALL BE PRECAST CONCRETE STRUCTURES,WITH APPROPRIATE FRAME AND LIDS (SEECONSTRUCTION DETAIL SHEETS). LIDS SHALL BEIMPRINTED “SEWER”.3. ALL SANITARY SEWER SHALL BE TESTED FORLEAKAGE AND DEFLECTION IN ACCORDANCE WITHSECTION 31-1.12 AND 31-1.13 OF THE STANDARDSPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS.4. ALL SANITARY MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH ASTM C969 OR ATSMC1244.5. CONTRACTOR SHALL VERIFY THAT THE TESTINGMETHODS DESIGNATED HEREIN ARE ACCEPTABLE TOLOCAL AUTHORITIES HAVING JURISDICTION OVER THISPROJECT. IF THE LOCAL JURISDICTION HAS MORESTRINGENT TESTING REQUIREMENTS THE CONTRACTORSHALL ADHERE TO THE MORE STRINGENTREQUIREMENTS. THE COST SHALL BE INCIDENTAL TO THECONTRACT.WATERMAIN DISTRIBUTION SYSTEM1. WATER MAIN SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIAL AS SPECIFIED ON THE PLANS:A.DUCTILE IRON PIPE, CLASS 52 CONFORMING TO ANSIA21.51, AWWA C-151 WITH CEMENT LININGCONFORMING TO ANSI A21.4, AWWA C-104 ANDPUSH-ON JOINTS CONFORMING TO ANSI A21.11,AWWA C-111. FITTINGS SHALL COMPLY WITH ANSIA21.10, AWWA C110. ALL DUCTILE IRON PIPE SHALLBE WRAPPED IN POLYETHYLENE IN ACCORDANCEWITH AWWA C105.B. POLYVINYL CHLORIDE PIPE, PVC CONFORMING TOASTM C-900, WITH ELASTOMETRIC GASKET JOINTSCONFORMING TO ASTM D3139.C. WATER SERVICE LINES SHALL BE CONSTRUCTED OFCLASS K COPPER.2. MINIMUM COVER OVER WATER MAIN SHALL BE 5' - 6”FROM FINISHED GRADE TO TOP OF PIPE.3. VALVE VAULTS SHALL BE USED AT ALL VALVE LOCATIONSWHERE WATER MAIN IS 8” DIAMETER OR LARGER.VAULTS SHALL BE PRECAST CONCRETE STRUCTURES,WITH APPROPRIATE FRAME AND LIDS (SEECONSTRUCTION DETAIL SHEETS). LIDS SHALL BEIMPRINTED “WATER”.4. THRUST BLOCKING OR RESTRAINED JOINTS SHALL BEINSTALLED ON WATER MAINS AT ALL BENDS, TEES,ELBOWS, ETC. AS REQUIRED BY THE AUTHORITY HAVINGJURISDICTION. COST OF SAME SHALL BE INCIDENTAL TOTHE UNIT PRICE FOR PIPE INSTALLED.5. WATER MAIN FITTINGS (BENDS, ELBOWS, TEES,INCREASES, REDUCERS, ETC.) MAY OR MAY NOT BESPECIFICALLY REFERENCED ON THE CONSTRUCTIONPLANS. THEY ARE TO BE CONSIDERED AS INCIDENTALAND INCLUDED IN THE LINEAL FOOTAGE COST OF THEWATER MAIN.6. ALL WATER LINES ARE TO BE PRESSURE TESTED ANDCHLORINATED PER THE REQUIREMENTS OF THEMUNICIPALITY AND THE ILLINOIS ENVIRONMENTALPROTECTION AGENCY.STORM SEWER1. STORM SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.REINFORCED CONCRETE PIPE ( RCP) INCONFORMANCE WITH IDOT STANDARDSPECIFICATIONS DETERMINATION FOR PIPE CLASS,AND CONFORMING TO ASTM C76. ALL STORM SEWERSHALL HAVE GASKETED JOINTS CONFORMING TOASTM C-361, UNLESS OTHERWISE NOTED.B. POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC)CONFORMING TO ASTM D3034 WITH ELASTOMERICGASKETED JOINTS CONFORMING TO ASTM D3212.C.HIGH DENSITY POLYETHYLENE PIPE, HDPE,CONFORMING TO ASTM D3350 WITH ELASTOMERICJOINTS CONFORMING TO ASTM D3212.D.DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSIA21.51 (AWWA C151) WITH JOINTS CONFORMING TOANSI 21-11 (AWWA C-111).2. STORM SEWER STRUCTURES SHALL BE PRECAST OF THETYPE AND DIAMETER AS SPECIFIED IN THE PLANS WITHAPPROPRIATE FRAME AND LIDS (SEE CONSTRUCTIONDETAIL). LIDS SHALL BE IMPRINTED “STORM”.IEPA CROSSING REQUIREMENTS1.HORIZONTAL SEPARATION:A. WATERMAINS SHALL BE LAID AT LEAST TEN FEETHORIZONTALLY FROM ANY EXISTING OR PROPOSEDDRAIN, STORM SEWER, SANITARY SEWER OR SEWERSERVICE CONNECTION.B. WATERMAINS MAY BE LAID CLOSER THAN TEN FEETTO A SEWER LINE WHEN: I. LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET;II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVETHE CROWN OF THE SEWER; AND III. THE WATERMAIN IS EITHER IN A SEPARATETRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONESIDE OF THE SEWER.I. BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICALJOINT CAST OR DUCTILE IRON PIPE, PRESTRESSEDCONCRETE PIPE, OR PVC PIPE MEETING THEREQUIREMENTS OF SECTION 653.111 WHEN IT ISIMPOSSIBLE TO MEET (A) OR (B) ABOVE. THE DRAINOR SEWER SHALL BE PRESSURE TESTED TO THEMAXIMUM EXPECTED SURCHARGE HEAD BEFOREBACKFILLING.2.VERTICAL SEPARATION:A. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS18 INCHES ABOVE THE CROWN OF THE DRAIN ORSEWER WHENEVER WATERMAINS CROSS STORMSEWERS, SANITARY SEWERS OR SEWER SERVICECONNECTIONS. THE VERTICAL SEPARATION SHALLBE MAINTAINED FOR THAT PORTION OF THEWATERMAIN LOCATED WITHIN TEN FEETHORIZONTALLY OR ANY SEWER OR DRAIN CROSSED.A LENGTH OF WATERMAIN PIPE SHALL BE CENTEREDOVER THE SEWER TO BE CROSSED WITH JOINTSEQUIDISTANT FROM THE SEWER OR DRAIN.B. BOTH THE WATERMAIN AND SEWER SHALL BECONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSEDCONCRETE PIPE, OR PVC PIPE MEETINGREQUIREMENTS OF SECTION 653.111 WHEN:I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE; ORII. THE WATERMAIN PASSES UNDER A SEWER DRAIN.C. A VERTICAL SEPARATION OF 18 INCHES BETWEENTHE INVERT OF THE SEWER OR DRAIN AND THECROWN OF THE WATERMAIN SHALL BE MAINTAINEDWHERE A WATERMAIN CROSSES UNDER A SEWER.SUPPORT THE SEWER OR DRAIN LINES TO PREVENTSETTLING AND BREAKING THE WATERMAIN.D.CONSTRUCTION SHALL EXTEND ON EACH SIDE OFTHE CROSSING UNTIL THE NORMAL DISTANCE FROMTHE WATERMAIN TO THE SEWER OR DRAIN LINE IS ATLEAST TEN FEET.PAVING1. BASE COURSE SHALL BE AGGREGATE BASE COURSE,CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEEPLANS FOR THICKNESS).2. SURFACE COURSE AND BINDER COURSE SHALL BEHOT-MIX ASPHALT (HMA) CONFORMING TO IDOTSTANDARD SPECIFICATIONS (SEE PLANS FORTHICKNESS).3. CURB & GUTTER AND SIDEWALK SHALL BE CLASS SIPORTLAND CEMENT CONCRETE CONFORMING TO IDOTSTANDARD SPECIFICATIONS.4. SUBGRADE SHALL BE FINISHED TO BE WITHIN 0.1 FEET OFDESIGN SUBGRADE ELEVATIONS BY THE EARTHWORKCONTRACTOR. FINE GRADING FOR PAVEMENTS ANDSIDEWALKS SHALL BE THE RESPONSIBILITY OF THEPAVING CONTRACTOR.5. AGGREGATE BASE COURSES SHALL BE PRIMED AT THERATE OF 0.25 TO 0.50 GALLONS PER SQUARE YARD ANDBRICK, CONCRETE, OR HMA BASES SHALL BE PRIMED ATTHE RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARDWITH LIQUID ASPHALT CONFORMING TO THE IDOTSTANDARD SPECIFICATIONS AND APPROPRIATE FORPREVAILING WEATHER AND SITE CONDITIONS. PRIMECOAT AND CLEANING THE EXISTING SURFACE SHALL BECONSIDERED AS INCIDENTAL TO THE CONTRACT.6. PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLYCOMPACTED SUBGRADE MEETING THE REQUIREMENTSOF THE STANDARD SPECIFICATIONS ANDRECOMMENDATIONS OF THE GEOTECHNICALCONSULTANT. PRIOR TO PLACEMENT OF THE NEWPAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLEDWITH A FULLY LOADED TANDEM AXLE DUMP TRUCK(MINIMUM 20 TONS). PROOF ROLLING SHALL BEWITNESSED BY THE GEOTECHNICAL CONSULTANT.7. SIDEWALKS SHALL BE OF THE THICKNESS ANDDIMENSIONS AS SHOWN IN THE CONSTRUCTION PLANS.CONTRACTION JOINTS SHALL BE SET AT 5' CENTERS AND½ INCH PREMOLDED FIBER EXPANSION JOINTS SHALL BESET AT 50' CENTERS AND WHERE THE SIDEWALK MEETSTHE CURB, A BUILDING, OR AT THE END OF EACH POUR.ALL SIDEWALKS CONSIDERED TO BE ACCESSIBLE ROUTESAS DEFINED BY THE AMERICANS WITH DISABILITIES ACT(ADA) SHALL BE SUBJECT TO ILLINOIS ACCESSIBILITYCODE (IAC) REQUIREMENTS, UNLESS OTHERWISE NOTED.8. TESTING OF THE SUBBASE, BASE COURSE, BINDERCOURSE, SURFACE COURSE, AND CONCRETE WORKSHALL BE REQUIRED IN ACCORDANCE WITH IDOTSTANDARD SPECIFICATIONS AND IN ACCORDANCE WITHTHE SPECIFIC REQUIREMENTS OF THE AUTHORITYHAVING JURISDICTION. A QUALIFIED TESTING FIRM SHALLBE EMPLOYED TO PERFORM THE REQUIRED TESTS.9. ASPHALT JOINTS FOR BINDER AND SURFACE COURSESARE TO BE STAGGERED.72 101SMN102SCC103SCC104SCC105SCC106SCC36"1005SMG8"8"8"8"8"24"8"614.4936"16" x 2609.4112"G6"G1.24'20.12'16.16'42.13'23.43'26.47'12.96'35.86'1.74'29.45'29.46' 0.65' 3.5 5 '3.58'3.57''0.70'16.82'3.93'#150242 STORYFRAME RESIDENCEFRAME SHED12.29'18.30'12.26'18.26'COVERED PORCHCONC. PATIOCONC.PATIOCONC. DRIVEBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTGRAVELSBM #2SBM #1BUSHES#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 141.80'2.14'EEG G# 1141INLETRIM=610.87IE 6"DIP SW=607.92IE 12"RCP E=607.92# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43# 1047INLETRIM=611.16IE 10"DIP NE=608.76# 1232STORM MHRIM=610.87IE 15"DIP N,E=607.60# 1302WVVRIM=612.82T/P 8"DIP=607.22# 1279STORM MHRIM=612.53IE 15"RCP N,S=607.73# 1375INLETRIM=609.67IE 12"RCP SW=603.22# 1359INLETRIM=608.88(BOLTED SHUT)# 1388INLETRIM=609.69IE 12"RCP NE,SW=602.74# 1316INLETRIM=608.47IE 6"CPP NW,SW=604.52IE 12"CPP E=604.52# 1316INLETRIM=608.65IE 12"CPP W,S,N=604.40# 1432INLETRIM=608.45IE 6"CPP NW,SW=604.75IE 12"CPP E=604.75# 1431INLETRIM=608.47IE 12"CPP W,S,N=604.67EXISTING STORMTRAP UNDERGROUNDDETENTIONBOTTOM OF TOP SLAB = 605.50SYSTEM INVERT = 599.83PROVIDED DETENTION = 0.49 AC-FTSTORMTRAP ACCESS MANHOLESLIGHT POLE ANDFOUNDATION TOBE RELOCATEDSAWCUT LINE (TYP.) INLET TO REMAIN & BEPROTECTED.6" SW PIPE OPENING TOBE CAPPED.LIGHT POLE TO REMAIN &BE PROTECTEDTREE TO BEREMOVED(TYP.)TRANSFORMERPADS TO REMAIN& BE PROTECTEDEXISTING PLAYHOUSETO BE RELOCATED.COORDINATE W/OWNER FOR DETAILS.REMOVE/RELOCATEPEDESTAL. (TO BECOORDINATED W/ PR.UTILITY COMPANY).UTILITIES TO REMAINAND BE PROTECTED.INLET TOREMAIN AND BEPROTECTEDCLOSED LID INLETTO BE REPLACEDWITH OPEN LIDWALKWAY TO BEREMOVEDFENCE TO BEREMOVEDCURB TO BEREMOVEDADA SIGNS TO BERELOCATEDCURB AND GUTTERTO BE REMOVED(TYP.)DRAWING NO.C2.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C2.0 Demo 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS DEMOLITION PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALEDEMOLITION LEGENDASPHALT PAVEMENT REMOVAL(FULL DEPTH)CONCRETE PAVEMENT OR SIDEWALKREMOVAL (FULL-DEPTH)CONC. CURB/GUTTER OR UTILITY LINETO BE REMOVEDUTILITY TO BE ABANDONEDSTRUCTURE/TREE TO BE REMOVEDGRAVEL TO BE REMOVEDDEMOLITION PLAN1. THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THE CONSTRUCTION DOCUMENTS. SPECIFICDEMOLITION PROCESSES OR PROCEDURES FOR DEMOLITION AND STRUCTURAL CONSIDERATIONS ARE THERESPONSIBILITY OF OTHERS. DEMOLITION INCLUDES, BUT IS NOT LIMITED TO, REMOVAL AND DISPOSAL OFFSITE OFTHE FOLLOWING ITEMS:·SIDEWALK AND ON-SITE PAVEMENT·BUILDINGS, FOUNDATIONS, AND SUPPORTING WALLS AND SLABS·UTILITIES·CONSTRUCTION DEBRIS2. ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAIN SHALL BE SAWCUT FULL DEPTH ATTHE EDGES PRIOR TO REMOVAL TO OBTAIN A "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT.3. CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER AND GEOTECHNICAL ENGINEER FOR THE MATERIALTYPE AND USE IF CONTRACTOR DESIRES TO REUSE DEMOLISHED SITE PAVEMENT AS STRUCTURAL FILL.4. STRUCTURES TO BE DEMOLISHED SHALL BE VACATED AND DISCONTINUED FROM USE PRIOR TO START OF WORK.OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF STRUCTURES TO BE DEMOLISHED. CONDITIONSEXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY OWNER IN SO FAR ASPRACTICABLE. HOWEVER, VARIATIONS WITHIN THE STRUCTURES MAY OCCUR BY OWNER'S REMOVAL AND SALVAGEOPERATIONS PRIOR TO START OF DEMOLITION WORK.5. ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED AS WORK PROGRESSES AND AS APPROVED BYTHE OWNER. SALVAGED ITEMS MUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE ORSALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.6. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH A MANNER TO ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS, PAVEMENTS AND UTILITIES TO REMAINFROM ANY DAMAGE AND SHALL BE RESPONSIBLE FOR REPAIRING THE SAME.8. EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEING DEMOLISHED, ARE TO BE KEPT IN SERVICEAND PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS. CONTRACTOR SHALL ARRANGE FORSHUT-OFF OF UTILITIES SERVING STRUCTURES TO BE DEMOLISHED. CONTRACTOR IS RESPONSIBLE FOR TURNINGOFF, DISCONNECTING, AND SEALING INDICATED UTILITIES BEFORE STARTING DEMOLITION OPERATIONS.9. EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDS AND FILLED WITH FA-1 OR APPROVEDEQUAL. ALL UNDERGROUND UTILITIES TO BE REMOVED ARE TO HAVE THEIR TRENCHES BACKFILLED WITHENGINEERED FILL OR SELECT EXCAVATED MATERIAL, AS APPROVED BY THE GEOTECHNICAL ENGINEER, TO 95% OFMODIFIED PROCTOR DENSITY.10. ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS) SHALL BE REMOVED AND RELOCATED PERTHE UTILITY OWNER AND THE LOCAL MUNICIPALITY'S REQUIREMENTS.11. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND AND OVERHEAD UTILITIES DURINGCONSTRUCTION. UTILITY PROTECTION SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY OWNER AND THEGOVERNING MUNICIPALITY. DAMAGED CABLES/CONDUITS SHALL BE REPLACED IMMEDIATELY. ALL EXISTINGSTRUCTURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGEDSTRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COST SHALL BE CONSIDERED INCIDENTAL TOTHE CONTRACT.12. REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BE COMPLETED AS GENERALLY DEPICTEDON THESE PLANS. CONTRACTOR TO COORDINATE RELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALLMINIMIZE DISRUPTION OF SERVICE AND SHALL WORK WITH UTILITY OWNER TO MAINTAIN AN ACCEPTABLE LEVEL OFSERVICE.13. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO MINIMIZE DUST AND DIRTFROM RISING AND SCATTERING IN THE AIR. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TOENVIRONMENTAL PROTECTION.14. DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.15. COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION TO THE FINAL LINES ANDGRADES SHOWN ON THE CONTRACT DOCUMENTS. BACKFILL MATERIAL SHALL BE IDOT APPROVED AGGREGATE(CA-6) OR APPROVED EQUAL.16. SEE LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREE PROTECTION, PRESERVATION, AND REMOVAL.17. EXISTING MONITORING WELLS ARE TO BE REMOVED AS NECESSARY AND SEALED BY STATE LICENSED WELL DRILLERPER ILLINOIS DEPARTMENT OF PUBLIC HEALTH REQUIREMENTS AND/OR LOCAL/COUNTY REQUIREMENTS. COOKCOUNTY ONLY: CONTRACTOR TO COORDINATE WITH THE COOK COUNTY HEALTH DEPARTMENT (708-492-2000) FORDIRECTION AND REQUIRED SEALING REPORT DOCUMENTATION.18. THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUND STORAGE TANKS. SHOULD UNDERGROUNDSTORAGE TANKS BE ENCOUNTERED, CONTRACTOR TO CONTACT OWNER AND ENGINEER TO DETERMINERESPONSIBILITY FOR ANY ENVIRONMENTAL REMEDIATION OR REMOVAL WORK AS NECESSARY. ANY REMOVAL OFUNDERGROUND STORAGE TANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATE STANDARDS.BUILDING TO BE REMOVEDSAWCUT LINE73 101SMN102SCC103SCC104SCC105SCC106SCC1005SMG614.49609.41GBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTSBM #2SBM #1#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 143 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSE12.2'6.4'18.5'26.5'36'24'18'9'TYP.172914882525.5'9'TYP.291R3'R19.5'R15'R15'R3'R3'R3'20'6'6'5'6'6'R3'TRASH ENCLOSURE(BY OTHERS)4'HARDSCAPE (BY OTHERS)PERMEABLE PAVER AREA(SEE LANDSCAPE PLANS)ADA STRIPING TOBE PAINTEDYELLOW (TYP.)5'11'9'25'4" WHITE STRIPE (TYP.)REVERSE PITCHCURB AND GUTTERDEPRESSED CURBAND GUTTERRELOCATE ADAPARKING SIGNS (TYP.)B6.12 CURB AND GUTTER (TYP)57.5'DRAWING NO.C3.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C3.0 Lay19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS LAYOUT PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED WHITE UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.STANDARD STALLS = 61ACCESSIBLE STALLS = 4TOTAL PARKING PROVIDED = 65EXISTING STALLS PARKING SUMMARY9'9'HEAVY DUTY CONCRETE PAVEMENTREGULAR HMA PAVEMENTHEAVY DUTY HMA PAVEMENT1.5" HMA SURFACE COURSE, MIX D N502.5 HMA BINDER COURSE, IL90, N5010" AGGREGATE BASE COURSE - CA68" P.C. CONCRETE PAVEMENT WITH (6X6/W2.9=W2.9) W.W.F.4" AGGREGATE BASE COURSE - CA65" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE - CA6CONCRETE SIDEWALKPAVING LEGEND2" HMA SURFACE COURSE, MIX D N502.5 HMA BINDER COURSE, IL9-, N50PRIME COAT, MC-30 AT 0.30 GAL/SY12" AGGREGATE BASE COURSE - CA6STANDARD STALLS = 114ACCESSIBLE STALLS = 7TOTAL PARKING PROVIDED = 121PROPOSED STALLS NET PARKING COUNT = +5674 612.3 6 1 2 . 3 0 6 1 2 . 0 6 6 1 1 . 6 3 6 1 1 . 8 5 6 1 1 . 7 8 6 1 1 . 4 5 6 1 1 . 8 8 612.07 6 1 1 . 5 9 6 1 2 . 1 2 6 1 2 . 1 2 6 1 1 . 6 1 6 1 1 . 6 9 6 1 1 . 7 9 6 1 2 . 1 1 6 1 1 . 9 6 6 1 1 . 9 0 6 1 1 . 9 6 6 1 1 . 9 6 6 1 1 . 8 2 6 1 1 . 8 1 6 1 1 . 2 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 5 6 1 2 . 7 8 6 1 2 . 5 3 6 1 2 . 5 8 6 1 2 . 4 4 6 1 2 . 7 0 6 1 2 . 4 3 6 1 2 . 6 6614.92FFE6 1 2 . 2 7 6 1 2 . 1 3 6 1 2 . 1 1 6 1 2 . 1 4 6 1 2 . 6 9 6 1 2 . 4 0 6 1 2 . 3 6 1 2 . 2 6 1 2 . 0 6 1 2 . 2 6 1 2 . 2 6 1 1 . 9 9 6 1 1 . 8 8 6 1 1 . 8 7 6 1 1 . 8 5 6 1 1 . 8 6 6 1 1 . 8 8 6 1 1 . 9 3 6 1 1 . 9 5 6 1 1 . 6 4 6 1 1 . 4 5 6 1 1 . 4 0 6 1 1 . 5 2 6 1 1 . 7 5 6 1 1 . 9 1 6 1 2 . 0 8 6 1 1 . 8 1 6 1 1 . 8 3 6 1 1 . 7 6 6 1 1 . 5 0 6 1 1 . 3 5 6 1 1 . 7 0 6 1 1 . 3 2 6 1 1 . 2 6 6 1 1 . 6 0 6 1 1 . 6 6 6 1 1 . 2 7 6 1 1 . 1 5 6 1 1 . 5 9 6 1 1 . 4 0 6 1 1 . 4 6 6 1 0 . 9 2 6 1 1 . 5 2 6 1 0 . 9 6 6 1 1 . 4 8 6 1 1 . 6 1 6 1 2 . 0 6 1 1 . 7 6 1 1 . 9 6 1 1 . 9 6 1 2 . 3 4 6 1 2 . 6 0 6 1 2 . 4 1612.51FFE612.34FFE6 1 2 . 2 9 6 1 2 . 2 9 6 1 1 . 9 6 1 2 . 0 6 1 1 . 7 611.1 6 1 1 . 4 6 1 1 . 3 6 1 0 . 9 6 1 0 . 6 6 1 1 . 2 6 1 2 . 4 4 6 1 2 . 4 1 6 1 2 . 3 8 6 1 2 . 5 2 6 1 2 . 4 6 6 1 2 . 4 4 6 1 2 . 3 6 6 1 3 . 0 6 6 1 3 . 0 9 6 1 2 . 9 0 6 1 2 . 6 6 6 1 2 . 5 8 6 1 2 . 5 0 6 1 2 . 5 6 6 1 2 . 7 1 6 1 1 . 7 9 6 1 1 . 7 2 6 1 1 . 2 1 6 1 1 . 7 8 6 1 1 . 6 8 6 1 1 . 2 3 6 1 1 . 6 8 6 1 1 . 9 4 6 1 1 . 5 3 6 1 1 . 8 9 6 1 1 . 5 1 6 1 2 . 9 2 6 1 2 . 9 0 6 1 2 . 7 1 6 1 2 . 5 9 6 1 2 . 4 9 6 1 2 . 6 7 6 1 2 . 7 1 6 1 2 . 1 0 6 1 1 . 6 4 6 1 1 . 8 1 6 1 1 . 9 5 6 1 2 . 5 1 6 1 2 . 7 1 6 1 2 . 3 0 6 1 3 . 0 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 1 6 1 2 . 8 1 6 1 1 . 8 8 6 1 1 . 7 9 6 1 2 . 0 2 6 1 2 . 1 9 6 1 2 . 1 0 6 1 2 . 4 5 6 1 2 . 4 0 6 1 2 . 0 2 6 1 2 . 0 4 6 1 2 . 1 0 6 1 2 . 6 6 6 1 2 . 8 2 6 1 2 . 2 6 6 1 2 . 6 0 6 1 3 . 0 6 6 1 2 . 6 5 6 1 2 . 6 2 6 1 2 . 7 5 6 1 2 . 6 6 610.5611.2609.53608.99608.86 609.05609.55610.0 609.9609.46609.13609.46609.58609.64609.52 608.95609.02608.62608.56608.93608.91 608.63 608.82 608.93609.06609.53609.04 609.26 609.22609.13609.15 609.12609.20609.21 609.22 609.26609.35608.87 6 1 1 . 7 6 6 1 2 . 0 6 6 1 1 . 6 7 6 1 0 . 9 6 6 1 1 . 3 0 6 1 1 . 1 0 610.17 609.79609.64609.67610.34610.02609.5 609.48609.5 609.45 609.36 609.46608.96608.80609.74611.6612.02612.20612.35FFE612.34611.92 611.99 611.76611.72611.5611.6612.32611.5 611.3 611.2 610.85610.81609.54609.53608.48 608.72608.58 608.83609.53610.08610.26609.82609.87610.43 609.88609.91610.38609.99610.22610.41610.74 609.64 609.09609.51610.12610.63 610.67610.26610.35609.87609.94610.16610.40610.97610.47 610.84611.52610.77611.03 6 1 1 . 5 1 6 1 1 . 5 6 6 1 2 . 4 0 6 1 2 . 4 8 6 3 9 . 9 2 6 2 6 . 9 3 6 1 2 . 2 6 1 2 . 1 6 1 1 . 7 6 1 1 . 8 6 1 1 . 9 6 612.44FFE6 1 2 . 2 0 6 1 2 . 2 1 6 1 2 . 2 1 6 1 2 . 1 4 6 1 2 . 1 3 6 1 3 . 5 5 6 1 3 . 5 7 6 1 3 . 5 1 6 1 2 . 2 7 6 1 2 . 2 8 6 1 2 . 3 5 6 1 3 . 3 1 6 1 2 . 4 0 612.44FFE6 1 2 . 3 8 612.176 1 2 . 5 6 1 2 . 4 6 1 2 . 3612.64TCF6 1 2 . 7 6 6 1 2 . 7 2 6 1 3 . 6 3 6 1 2 . 7 8 6 1 2 . 8 1 6 1 3 . 6 6 6 1 3 . 6 7 6 1 2 . 8 5 6 1 3 . 5 6 6 1 3 . 5 3 6 1 3 . 5 9 6 1 4 . 4 1 615.10FFE6 1 4 . 5 7 6 1 3 . 5 3 6 1 3 . 5 6612.466 1 2 . 6 2612.426 1 3 . 5 4 6 1 3 . 5 8 6 1 3 . 0 6 1 3 . 5 8 6 1 2 . 2 5 612.29612.226 1 2 . 1 8 6 1 2 . 2 5612.15612.186 1 2 . 1 6 1 2 . 5 3 6 1 2 . 2 T/WT/W T/W T/W T/W T/W T /W T/W T /W T/W T/W T/W T /W T/W T/W T /W T/W T /W T /W 609 610 6116 1 1 610610609609611611611 612 61261 2 612612612 612 612 612 612612 613611612 101SMN102SCC103SCC104SCC105SCC106SCC1005SMG614.49609.41GBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTSBM #2SBM #1#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 143 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSEEG# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43# 1302WVVRIM=612.82T/P 8"DIP=607.22608.77± M.E.608.95± M.E.609.22± M.E.609.26± M.E.609.74611.33611.15611.20611.45611.20611.15611.06612.05611.24611.20611.02611.09± M.E.611.27± M.E.611.30± M.E.612.00± M.E.T/C 611.58T/C 611.21± M.E.611.60± M.E.611.50± M.E.T/C 611.45611.58611.16611.37611.13611.21609.95609.65608.90± M.E.R 608.65611.05610.80611.24611.54R 610.80R 609.10R 610.80610.95610.95609.70609.25610.00609.50610.80610.18609.93609.30609.50609.80609.65610.00FF 612.15609.67 ± M.E.610.97 ± M.E.612.16 ± M.E.T/W 611.52 ± M.E.T/W 612.32 ± M.E.T/W 612.53 ± M.E.T/W 612.50 ± M.E.612.16 ± M.E.612.28 ± M.E.R 610.50R 611.05R 611.71R 611.526 1 1 . 7 6 6 1 1 . 5 0 6 1 1 . 3 5 6 1 1 . 7 0 6 1 1 . 3 2 6 1 1 . 2 6 6 1 1 . 6 0 6 1 1 . 6 6 6 1 1 . 2 7 6 1 1 . 1 5 6 1 1 . 5 9 6 1 1 . 4 0 6 1 1 . 4 6 6 1 0 . 9 2 6 1 0 . 9 6 6 1 1 . 4 8 6 1 1 . 6 1612 611611.20611.30± M.E.611.16611.37611.05611.00612.15611.00DRAWING NO.C4.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C4.0 Grad 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS GRADING PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALENOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS ANDRIM ELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHEDGRADE UNLESS OTHERWISE NOTED.SUBTRACT TOPSOIL THICKNESS OR PAVEMENTSECTION TO ESTABLISH SUBGRADEELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THATTHE ILLINOIS ACCESSIBILITY CODE REQUIRESA MAXIMUM CONSTRUCTED CROSS SLOPE OF2.00% AND LONGITUDINAL SLOPE OF 5.00%.RAMP DETAILSCALE:1" = 10'75 612.3 6 1 1 . 4 5 6 1 1 . 8 8 612.07 6 1 1 . 9 6 6 1 1 . 9 0 6 1 1 . 9 6 6 1 1 . 9 6 6 1 1 . 8 2 6 1 1 . 8 1 6 1 1 . 2 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 5 6 1 2 . 7 8 6 1 2 . 5 3 6 1 2 . 5 8 6 1 2 . 4 4 6 1 2 . 7 0 6 1 2 . 4 3 6 1 2 . 6 6 614.92FFE6 1 2 . 2 7 6 1 2 . 1 3 6 1 2 . 1 1 6 1 2 . 1 4 6 1 2 . 6 9 6 1 2 . 4 0 6 1 2 . 3 6 1 2 . 2 6 1 2 . 0 6 1 2 . 2 6 1 2 . 2 6 1 1 . 9 9 6 1 1 . 8 8 6 1 1 . 8 7 6 1 1 . 8 5 6 1 1 . 8 6 6 1 1 . 8 8 6 1 1 . 9 3 6 1 1 . 9 5 6 1 1 . 7 5 6 1 1 . 9 1 6 1 2 . 0 8 6 1 1 . 9 6 1 2 . 3 4 6 1 2 . 6 0 6 1 2 . 4 1612.51FFE612.34FFE6 1 2 . 2 9 6 1 2 . 2 9 6 1 1 . 9 6 1 2 . 0 611.2609.53608.99611.6612.02612.20612.35FFE612.34611.92 611.99 611.76 611.72611.5611.6612.32611.5 611.3 611.2 610.85 610.81609.54609.53609.09609.51610.12610.63 610.67610.26610.97610.47 610.84611.52610.77611.56 6 1 2 . 4 0 6 3 9 . 9 2 6 2 6 . 9 3 612.2612.1611.7 6 1 1 . 8 611.9 6 612.44FFE6 1 2 . 2 0 6 1 2 . 2 1 6 1 2 . 2 1 6 1 2 . 1 4 6 1 2 . 1 3 6 1 3 . 5 5 6 1 3 . 5 7 6 1 3 . 5 1 6 1 2 . 2 7 6 1 2 . 2 8 6 1 2 . 3 5 6 1 3 . 3 1 6 1 2 . 4 0 612.44FFE6 1 2 . 3 8 612.176 1 2 . 5 6 1 2 . 4 6 1 2 . 3612.64TCF6 1 2 . 7 6 6 1 2 . 7 2 6 1 3 . 6 3 6 1 2 . 7 8 6 1 2 . 8 1 6 1 3 . 6 6 6 1 3 . 6 7 6 1 2 . 8 5 6 1 3 . 5 6 6 1 3 . 5 3 6 1 3 . 5 9 6 1 4 . 4 1 615.10FFE6 1 4 . 5 7 6 1 3 . 5 3 6 1 3 . 5 6612.466 1 2 . 6 2 612.426 1 3 . 5 4 6 1 3 . 5 8 6 1 3 . 0 6 1 3 . 5 8 6 1 2 . 2 5 612.29612.226 1 2 . 1 8 6 1 2 . 2 5612.15612.186 1 2 . 1 6 1 2 . 5 3 6 1 2 . 2 T/WT/W T/W T/W T/W T/W T/W T/W T/W T/W T/W T/W T /W T/W T/W T/W 610 609611611612 61 2 612 613612 1005SMGG#150281 STORYBRICK BUILDINGLOT 163 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSEEG612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.1561 2 . 1 5 612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15611.50611.55611.55611.35611.28610.15609.85T/W 611.52 ± M.E.T/W 612.32 ± M.E.T/W 612.53 ± M.E.T/W 612.50 ± M.E.612.16 ± M.E.612.28 ± M.E.R 612.00R 612.00611.90611.80611.80612.10612.10612.00612.00612.00612.00611.95612.00612.10612.20611.80611.80611.80612.10612.15612.05612.05612.15612.00611.95612.00612.10612.20611.80611.80612.00612.10612.00612.10612.10612.10612.00612.10612.00612.00611.80612.10612.10612.00612.15612.20612.05612.05612.15612.10612.15612 . 0 5 61 1 . 9 5 612.10612.20612.10612.15612.15612.20612.20612.15612.20612.10612.20612.20612.20612.10612.15612.20612.10612.15612.10612.15612.15612.05612.05612.0561 2 . 0 2612.00611.9061 1 . 4 5 61 1 . 3 8 611. 8 0 611.70611.65611.69611.60611.55611.40611.19611.10611.05NOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS ANDRIM ELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHEDGRADE UNLESS OTHERWISE NOTED.SUBTRACT TOPSOIL THICKNESS OR PAVEMENTSECTION TO ESTABLISH SUBGRADEELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THATTHE ILLINOIS ACCESSIBILITY CODE REQUIRESA MAXIMUM CONSTRUCTED CROSS SLOPE OF2.00% AND LONGITUDINAL SLOPE OF 5.00%.DRAWING NO.C4.1N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C4.0 Grad 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS DETAIL GRADING PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALE76 612.3 6 1 2 . 3 0 6 1 2 . 0 6 6 1 1 . 8 5 6 1 1 . 7 8 6 1 1 . 8 8 612.07 6 1 2 . 1 2 6 1 2 . 1 2 6 1 1 . 6 9 6 1 1 . 7 9 6 1 2 . 1 1 6 1 1 . 9 6 6 1 1 . 9 0 6 1 1 . 9 6 6 1 1 . 9 6 6 1 1 . 8 2 6 1 1 . 8 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 5 6 1 2 . 7 8 6 1 2 . 5 3 6 1 2 . 5 8 6 1 2 . 4 4 6 1 2 . 7 0 6 1 2 . 4 3 6 1 2 . 6 6614.92FFE6 1 2 . 2 7 6 1 2 . 1 3 6 1 2 . 1 1 6 1 2 . 1 4 6 1 2 . 6 9 6 1 2 . 4 0 6 1 2 . 3 6 1 2 . 2 6 1 2 . 0 6 1 2 . 2 6 1 2 . 2 6 1 1 . 9 9 6 1 1 . 8 8 6 1 1 . 8 7 6 1 1 . 8 5 6 1 1 . 8 6 6 1 1 . 8 8 6 1 1 . 9 3 6 1 1 . 9 5 6 1 1 . 6 4 6 1 1 . 4 5 6 1 1 . 5 2 6 1 1 . 7 5 6 1 1 . 9 1 6 1 2 . 0 8 6 1 1 . 8 1 6 1 1 . 8 3 6 1 1 . 7 6 6 1 1 . 5 0 6 1 1 . 3 5 6 1 1 . 7 0 6 1 1 . 6 0 6 1 1 . 6 6 6 1 1 . 5 9 6 1 1 . 4 0 6 1 1 . 4 6 6 1 1 . 5 2 6 1 1 . 4 8 6 1 1 . 6 1 6 1 2 . 0 6 1 1 . 7 6 1 1 . 9 6 1 1 . 9 6 1 2 . 3 4 6 1 2 . 6 0 6 1 2 . 4 1612.51FFE612.34FFE612.29612.29 611.9 6 1 2 . 0 6 1 1 . 7 611.1 611.4 611.3 610.9 610.6 6 1 1 . 2 6 1 2 . 4 4 6 1 2 . 4 1 6 1 2 . 3 8 6 1 2 . 5 2 6 1 2 . 4 6 6 1 2 . 4 4 6 1 2 . 3 6 6 1 3 . 0 6 6 1 3 . 0 9 6 1 2 . 9 0 6 1 2 . 6 6 6 1 2 . 5 8 6 1 2 . 5 0 6 1 2 . 5 6 6 1 2 . 7 1 6 1 1 . 7 9 6 1 1 . 7 2 6 1 1 . 7 8 6 1 1 . 6 8 6 1 1 . 6 8 6 1 1 . 9 4 6 1 1 . 8 9 6 1 2 . 9 2 6 1 2 . 9 0 6 1 2 . 7 1 6 1 2 . 5 9 6 1 2 . 4 9 6 1 2 . 6 7 6 1 2 . 1 0 6 1 1 . 8 1 6 1 1 . 9 5 6 1 2 . 5 1 6 1 2 . 7 1 6 1 2 . 3 0 6 1 3 . 0 1 6 1 2 . 5 8 6 1 2 . 6 9 6 1 2 . 7 1 6 1 2 . 8 1 6 1 1 . 8 8 6 1 2 . 4 5 6 1 2 . 4 0 6 1 2 . 0 4 6 1 2 . 1 0 6 1 2 . 6 6 6 1 2 . 8 2 6 1 2 . 2 6 6 1 2 . 6 0 6 1 3 . 0 6 6 1 2 . 6 5 6 1 2 . 6 2 6 1 2 . 7 5 6 1 2 . 6 6 610.5611.2609.53 609.55610.0 609.9609.46609.46609.58609.64609.52 609.02609.06609.53 609.26 609.22609.13609.15 609.5 609.48609.5611.6612.02612.20612.35FFE612.34611.92 611.99 611.76611.72611.5611.6612.32611.5 611.3 611.2 610.85610.81609.54609.53610.08610.26610.43 609.88609.91610.38 609.51610.63 610.67610.26610.35610.40610.97 610.84611.52 6 1 2 . 4 8 6 3 9 . 9 2 626.93612.2612.1611.7611.8 611.96612.44FFE612.206 1 2 . 2 1 612.21612.14612.13 613.55613.57 613.51612.27 612.28612.35613.31 612.40 612.44FFE612.38 612.176 1 2 . 5 6 1 2 . 4 6 1 2 . 3612.64TCF6 1 2 . 7 6 6 1 2 . 7 2 6 1 3 . 6 3 6 1 2 . 7 8 6 1 2 . 8 1 6 1 3 . 6 6 6 1 3 . 6 7 6 1 2 . 8 5 6 1 3 . 5 6 6 1 3 . 5 3 6 1 3 . 5 9 6 1 4 . 4 1 615.10FFE6 1 4 . 5 7 6 1 3 . 5 3 6 1 3 . 5 6612.466 1 2 . 6 2612.426 1 3 . 5 4 6 1 3 . 5 8 613.0 6 1 3 . 5 8 6 1 2 . 2 5 612.29612.226 1 2 . 1 8 6 1 2 . 2 5612.15612.1861 2 . 1 6 1 2 . 5 3 6 1 2 . 2 T/WT/W T/W T/W T/W T/W T /W T/W T /W T/W T/W T/WT/W T /W T/W T/W T/W T/W T /W 609 610611611610610609609611611611612612612 612612612 612 612 612 612612 613611612 608.77± M.E.608.95± M.E.609.22± M.E.609.26± M.E.609.74611.33611.15611.20611.45611.20611.15611.06612.05611.24611.20611.02611.09± M.E.611.27± M.E.611.30± M.E.612.00± M.E.T/C 611.58T/C 611.21± M.E.611.60± M.E.611.50± M.E.T/C 611.45612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15 612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15612.15R 612.00611.50611.55611.55611.58611.16611.37611.13611.21611.35611.28610.15609.95609.85609.65608.90± M.E.R 608.65611.05610.80611.24611.54R 610.80R 609.10R 610.80610.95610.95609.70609.25610.00609.50610.80610.18609.93609.30609.50609.80609.65610.00FF 612.15609.67 ± M.E.610.97 ± M.E.612.16 ± M.E.T/W 611.52 ± M.E.T/W 612.32 ± M.E.T/W 612.53 ± M.E.T/W 612.50 ± M.E.612.16 ± M.E.612.28 ± M.E.R 612.00R 612.00R 611.90611.90R 611.95R 610.50611.80611.80612.10612.10612.00612.00612.00612.00611.95612.00612.10612.20611.80611.80611.80612.10612.15612.05612.05612.15612.00611.95612.00612.10612.20611.80611.80612.00612.10612.00612.10612.10612.10612.00612.10612.00612.00611.80612.10612.10612.00612.15612.20612.05612.05612.15612.10612.15612.0 5 611.95 612.10612.20612.10612.15612.15612.20612.20612.15612.20612.10612.20612.20612.20612.10612.15612.20612.10612.15612.10612.15612.15612.05612.05612.05612.02612.00611.90611.45611.38611.80611.70611.65611.69611.60611.55611.40611.19611.10611.05R 611.05611.05611.00612.15611.00R 611.71R 611.523 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSEEG# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43# 1302WVVRIM=612.82T/P 8"DIP=607.220+000+47INLET FILTER BASKET (TYP.)SILT FENCE101SMN102SCC103SCC104SCC105SCC106SCC1005SMG614.49609.41GBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTSBM #2SBM #1#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 14DRAWING NO.C4.2N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C4.2 Ero 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS EROSION CONTROL PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALEEROSION CONTROL PLAN1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE PRIOR TOCOMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TO COMMENCEMENT OF ANYEARTHWORK. CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWN AND INSTALLADDITIONAL SILT FENCE WHEREVER NECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALL OPEN LID STRUCTURES.SEE INLET PROTECTION DETAIL THIS SHEET.4. ALL SEDIMENT AND EROSION CONTROL MEASURES IN AND AROUND THEPROPOSED IMPROVEMENTS ARE TO REMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THE PROPOSEDIMPROVEMENTS ARE COMPLETED AND THE SITE ADEQUATELY STABILIZED.SILT FENCEINLET FILTER BASKETSFEROSION CONTROL LEGENDSTABILIZED CONSTRUCTION ENTRANCEAASIDE ELEVATIONBBPLAN VIEWNOTES:1. Filter fabric shall meet the requirements of material specification592GEOTEXTILE, Table I or 2, Class, I II or IV and shall be placed over thecleared area prior to the placing of rock.2. Rock or reclaimed concrete shall meet one of the following IDOT coarseaggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according toconstruction specification 25 ROCKFILL using placement Method 1 and ClassIII compaction.3. Any drainage facilities required because of washing shall be constructedaccording to manufacturers specifications.4. If wash racks are used they shall be installed according to the manufacturer'sspecifications.Filter FabricExisting GroundExistingPavement*Must Extend Full WidthOf Ingress And EgressOperation.Coarse AggregatePositive Drainage To SedimentTrapping Device.Wash Rack(Optional)6"STABILIZED CONSTRUCTION ENTRANCE PLANExisting Ground10'10'10'ExistingPavementL =L =14' 77 PR. UNDERGROUND PIPE STORAGEVOLUME PROVIDED = 0.207 AC-FT6 1 1 . 5 2 6 1 1 . 9 5 610.25 EG# 1141INLETRIM=610.87IE 6"DIP SW=607.92IE 12"RCP E=607.92# 1128SAN MHRIM=611.45IE 12"PVC NE,N,S,=602.95# 1172SAN MHRIM=611.93IE 8"PVC W=603.58IE 12"PVC N,S=603.21# 1001SAN MHRIM=611.93IE 8"DIP W=603.73IE 12"PVC N,S=602.43# 1047INLETRIM=611.16IE 10"DIP NE=608.76# 1232STORM MHRIM=610.87IE 15"DIP N,E=607.60# 1302WVVRIM=612.82T/P 8"DIP=607.22# 1279STORM MHRIM=612.53IE 15"RCP N,S=607.73# 1375INLETRIM=609.67IE 12"RCP SW=603.22# 1359INLETRIM=608.88(BOLTED SHUT)# 1388INLETRIM=609.69IE 12"RCP NE,SW=602.74# 1316INLETRIM=608.47IE 6"CPP NW,SW=604.52IE 12"CPP E=604.52# 1316INLETRIM=608.65IE 12"CPP W,S,N=604.40# 1432INLETRIM=608.45IE 6"CPP NW,SW=604.75IE 12"CPP E=604.75# 1431INLETRIM=608.47IE 12"CPP W,S,N=604.67EXISTING STORMTRAP UNDERGROUNDDETENTIONBOTTOM OF TOP SLAB = 605.50SYSTEM INVERT = 599.83PROVIDED DETENTION = 0.49 AC-FTSTORMTRAP ACCESS MANHOLES101SMN102SCC103SCC104SCC105SCC106SCC1005SMG614.49609.41GBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTBITUMINOUS PAVEMENTSBM #2SBM #1#150281 STORYBRICK BUILDINGDES PLAINES STREET LOT 15LOT 16LOT 14SMH 1VV 13 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSE6" PRESSURECONNECTIONTO EX. 8" WM6" DIP WATER SERVICE6" SANITARY SERVICEPR. IE = 606.10ST 1-11ST 1-10ST 1-9ST 1-8ST 1-6ST 1-7ST 1-3ST 1-2ST 1-4ST 1-5ST 1-1CO 154 LF - 15" RCP@ 0.14%10 LF - 12" RCP@ 0.00%53 LF - 8" HDPE@ 1.08%12 LF - 8" HDPE@ 1.00%31 LF - 12" RCP@ 0.61%52 LF - 8" HDPE@ 1.00%26 LF - 8" HDPE@ 1.00%12 LF - 8" PHDPE UNDERDRAIN@ 1.00%52 LF - 8" HDPE@ 0.91%34 LF - 8" PHDPE UNDERDRAIN@ 1.00%28 LF - 8" HDPE@ 0.90%29 LF - 8" HDPE@ 0.90%31 LF - 8" HDPE@ 0.90%CO 2ST 1-1225 LF - 8" HDPE@ 1.00%612.6 611.60+000+4732 LF - PR. 6" PVC@ 1.00%SMH 14' SANITARY DROP MHRIM: 611.718" PR. IE: 605.78 (W)12" EX. IE: 602.74 ± (N,S)6" SAN. STUBPR. IE = 606.10EX. 12" SANAPPROX. IE = 602.74STORM STRUCTURE TABLESTRUCTURECO 1CO2ST 1-1ST 1-2ST 1-3ST 1-4ST 1-5ST 1-6ST 1-7ST 1-8ST 1-9ST 1-10ST 1-11ST 1-12DESCRIPTION8" UNDERDRAIN CLEANOUT8" UNDERDRAIN CLEANOUTEX 4' MH (REPLACE W/OL)2' Inlet4' RESTRICTOR MH STRUCTURE2' Inlet4' MH (Open) ACCESS RISER2' Inlet10" NYLOPLAST DRAIN BASIN W/ STD. 10" PED. GRATE8" NYLOPLAST DRAIN BASIN W/ STD. 8" PED. GRATE8" NYLOPLAST DRAIN BASIN W/ STD. 8" PED. GRATE8" NYLOPLAST DRAIN BASIN W/ STD. 8" PED. GRATE8" NYLOPLAST DRAIN BASIN W/ STD. 8" PED. GRATE4' MH (Open)RIMRIM: 611.80RIM: 611.80RIM: 608.65RIM: 609.10RIM: 610.50RIM: 610.80RIM: 610.80RIM: 611.90RIM: 611.90RIM: 611.95RIM: 612.00RIM: 612.00RIM: 612.00RIM: 611.05INVERT IN609.96 (8" S)604.40 (15" E)604.50 (12" E)607.72 (6" W)607.99 (6" S)609.84 (8" SW)608.47 (6" E)608.73 (8" E)609.00 (8" E)INVERT OUT610.30 (8" N)609.96 (8" NE)606.38 (8" S)604.50 (15" W)607.98 (8" S)607.72 (8" N)607.99 (6" E)608.47 (6" N)608.73 (6" W)609.00 (8" W)609.28 (8" W)608.18 (8" S)WATER STRUCTURE TABLESTRUCTURE NAMEVV 1STRUCTURE DESCRIPTION6" PRESSURE CONNECTION IN 5' DIA. VAULTFINISHED GRADEFG=611.52DRAWING NO.C5.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C5.0 Utl 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 GT BD RW PLAINFIELD ILLINOIS UTILITY PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALENOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND SIZE OFALL EXISTING UTILITIES PRIOR TO ORDERING MATERIALS ORBEGINNING UTILITY WORK. CONTRACTOR TO NOTIFY ENGINEEROF ANY DISCREPANCIES IMMEDIATELY.2. UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID STORMSTRUCTURES IN PAVEMENT SHALL BE NEENAH R-2504 PER DETAILWITH TYPE D LID OR APPROVED EQUAL, ALL FRAME AND GRATESSHALL CONFORM TO LOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURES LOCATED WITHINAN ACCESSIBLE ROUTE SHALL BE “NEENAH R-1772 WITH TYPE CLID (OR EQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1 - 1”DIAMETER LIFT HOLE INSTEAD OF A STANDARD PICK HOLE.”3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATIONPURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEEPLANS BY V3 COMPANIES FOR SITE LIGHTING INFORMATION.4. SEE SUPPORTIUNG DOCUMENTS FOR PRELIMINARYUNDERGROUND DETENTION SYSTEM DRAWINGS.5. SEE PERMEABLE PAVER DETAIL ON SHEET C6.0 FOR UNDERDRAININSTALLATION DEPTH AND CONFIGURATIONGRAPHIC SCALE78 DRAWING NO.C6.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C6.0 Det 19551.dwg3/6/2020DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: ORIGINAL ISSUE DATE:19551 03-10-20 GT BD RW PLAINFIELD ILLINOIS CONSTRUCITON DETAILS PLAINFIELD HOTEL DESCRIPTIONDATENO.7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com 10"2"6"DRAINAGE VOIDSURFACE WATER FLOW1% (MIN)UNILOCK ECO-PROMENADE PAVERNOTES:1. COMPACTION OF SOILS UNDERLYING THE PERMEABLE PAVEMENT SYSTEM MUST BEAVOIDED DURING CONSTRUCTION.2. MAINTAIN MINIMUM SUBGRADE SLOPE OF 1.0%, OTHERWISE MATCH SURFACE SLOPE.GEOTEXTILE AROUNDENTIRE PERIMETEROF AGGREGATE BASE.NON-PERMEABLE PAVERS(SEE LANDSCAPE PLANSFOR PAVER AND SECTIONDETAILS)2" CRUSHED COMPACTEDGRAVEL (CA-16)10" CRUSHED COMPACTEDGRAVEL (CA-7)8" PERFORATED HDPEPIPE W/FILTERFABRIC SOCKPERMEABLE PAVER DETAILSURFACESLOPESIDEWALKVAN ACCESSIBLE HANDICAPPED PARKING SIGNTYPICAL HYDRANT INSTALLATIONWATERMAIN TRENCHSTORM SEWER TRENCHVALVE BOX INSTALLATIONTHRUST BLOCK INSTALLATIONSMANHOLE FRAME AND OPEN LIDINLET - TYPE AGEOTEXTILEAROUND ENTIREPERIMETER OFAGGREGATEBASE1% (MIN)CURB RAMPS FOR SIDEWALKS6" 79 DRAWING NO.C6.1N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\C6.0 Det 19551.dwg3/6/2020DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: ORIGINAL ISSUE DATE:19551 03-10-20 GT BD RW PLAINFIELD ILLINOIS CONSTRUCTION DETAILS PLAINFIELD HOTEL DESCRIPTIONDATENO.7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com INLET - TYPE BSANITARY SEWER TRENCHSANITARY MANHOLE TYPE ASANITARY MANHOLE FRAME AND LIDACCESSIBLE PARKING STALL ACCESSIBLE PARKING SIGN WITH $250FINE SIGN MOUNTED FIVE FEET (5')FROM FINISHED GRADE TO BOTTOM OFSIGN. SIGN TO BE PLACED A MAXIMUMOF 6' BEHIND BACK OF CURB, OR ATEDGE OF PAVEMENT AS ALTERNATE.4" PAINTEDYELLOWSTRIPE @ 3'-0"CTRSYELLOW SYMBOLCENTERED IN STALL4" YELLOWPAINTEDEDGE LINE8'8'18'2'BDA & CA & C(PLAN VIEW)EXIST. C & GA SAW CUT EXISTING PAVEMENTB REMOVE EXISTING CURB AND GUTTERC ADD EXPANSION JOINT AND DOWEL BARD CONSTRUCT NEW CURB TO MATCH EXISTING ELEVATIONS.CURB AND GUTTER REMOVAL AND REPLACEMENTFULL DEPTH PATCHA SAW CUT TO A DEPTH OF 3" OR GREATERREMOVE EXISTING PAVEMENT AND REPLACE WITH;B 1.5" BITUMINOUS SURFACE COURSEC 4.5" BITUMINOUS BINDER COURSECBAAEXISTINGPAVEMENT(PROFILE VIEW)PROPOSED WATERMAINPLUMB LINE TO OPERATE NUTMUST NOT BE CLOSER THAN 6"FROM EDGE OF FRAMENOTES:1. CONCRETE TO BE MINIMUM 4500 PSI AT 28DAYS.2. VAULTS TO BE MANUFACTURED WITHWELDED WIRE STEEL FABRICCONFORMING TO ASTM A-185.3. VAULTS TO BE MANUFACTURED TOCOMPLY WITH ASTM DESIGNATION C-478AND IDOT STANDARDS.4. PRECAST SECTIONS TO BE JOINED WITHTONGUE AND GROOVE JOINTS SEALEDWITH RUBBER GASKET O-RINGS PER ASTMC443.5. SEE PLANS FOR FRAME AND GRATEINFORMATION.6. CAST IRON STEPS TO BE PROVIDED AT 16"C-C WHEN REQUIRED.FINISHED GRADERIM ELEVATION ON PLANS6" CA-6 AGGREGATE BASEUNDISTURED EARTHPRESSURE CONNECTIONCONCRETE SUPPORTSTAPPING SLEEVEEXISTING WATERMAINCONCRETE SUPPORTSMASONRY THRUSTBLOCK FOR FULLWIDTH OF SLEEVETAPPINGVALVECONTINUOUS LAYER OFNON-HARDENING,PREFORMED, BITUMINOUS,MASTIC MATERIAL (RAM-NEKOR APPROVED EQUAL)6"2'-0"6"5'-0"5' 6" MIN.xxxxxxxxxxxxxxxLONGITUDINAL CENTER JOINTTRANSVERSE CONTRACTION JOINTCONCRETE PAVEMENT JOINTS1/8" WIDE SAWEDJOINT FILLEDW/JOINT FILLERNo.5 TIE BAR 30"LONG AT 30" C/CWELDED WIRE FABRIC6 x 6W2.9-W2.91/8" WIDE SAWED JOINTFILLED W/JOINT FILLERWELDED WIRE FABRIC6 x 6W2.9-W2.9SMOOTH DOWEL GREASE FULLLENGTH 1 1/4"x18", 30" C/C2"TIE BAR SUPPORTCOMPACTED SUBGRADEAGGREGATE BASE COURSE (CA-6)COMPACTED SUBGRADEAGGREGATE BASE COURSE (CA-6)DOWEL SUPPORT CAGE2"15"15"9"9"XXXXXXX6 x 6W2.9-W2.9EXPANSION JOINT1/2" PREMOLDED CORK EXPANSION JOINTFILLER. FILL TOP 1/2" W/JOINT SEALER (SEESPECS.) TOOL EDGE W 1/8" MAX. RADIUSWELDED WIRE FABRICCOMPACTED SUBGRADEAGGREGATE BASE COURSE (CA-6)EDGE OF BUILDING OR RETAINING WALL4"8"CONCRETEPAVEMENT 4"8"CONC. PVMT.2"3"4"8"CONC. PVMT.2"3"MINIMUM 55 HOLESSPACED 1" O.C.1"LENGTH AS SPECIFIEDAA 3.1/16"1.7/16"XX1.1/4"SECTION A-A18"4'-0"3'-6"3'-0"9"12"6" DIA. STEEL PIPEFILLED WITH CONC.GROUND SURFACEPOST MOUNTING2' BACK OF CURB$250 FINE SIGN(SEE DETAIL)ACCESSIBLE PARKINGSIGN (SEE DETAIL)SIGN POST DETAILNOTES:1. EXPANSION JOINTS AT 50' ON CENTER AND CONTRACTION JOINTS AT 25' ON CENTERS.2. CONCRETE SHALL BE CLASS "SI" WITH 6 BAG MIX.3. THE MINIMUM LONGITUDINAL CURB SLOPE SHALL BE 0.3%.BACKOF CURBFACEOF CURBEDGE OFPAVEMENT3500 P.S.I.CONCRETEB6.12 CURB AND GUTTERDEPRESSED CURB WHERE SHOWNON PLAN. FOR SPECIAL DEPRESSEDCURB AT ALL ACCESSIBLE RAMPSSEE CURB RAMP DETAIL.18" NO. 6 SMOOTHBARS W/EXPANSION CAPPLACED IN 1/2"PREMOLDEDJOINTS 0.5' O.C.3/4"PITCH4"8"6 34"5 14"6"7"6"1 12"6"1'-0"6"1'-7"80 DES PLAINES STREET3 STORY HOTEL& EVENT SPACE16,900 SF.RELOCATEDPLAYHOUSEEX-1EX-1EX-1EX-1EX-1EX-1EX-2EX-2SL-2SL-1RL-1RL-1PROPERTY LINE (TYP.)0.10.2 0.3 0.4 0.6 0.7 1.0 1.2 1.4 1.7 1.7 1.40.1 0.2 0.3 0.5 0.6 0.8 1.1 1.4 1.7 2.0 2.0 1.70.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.4 0.5 0.7 1.0 1.2 1.5 1.8 2.1 2.1 1.80.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.4 0.5 0.8 1.0 1.4 1.6 1.8 2.0 2.2 1.70.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.4 0.6 0.8 1.1 1.4 1.7 1.8 1.9 1.7 1.80.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 0.6 0.9 1.2 1.4 1.7 2.0 1.7 1.7 1.70.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 0.6 0.8 1.1 1.4 1.7 1.8 2.1 2.0 1.70.1 0.1 0.1 0.1 0.0 0.00.1 0.2 0.4 0.5 0.7 1.0 1.4 1.5 1.9 2.2 2.1 1.80.2 0.2 0.2 0.1 0.1 0.10.1 0.2 0.4 0.5 0.7 1.0 1.2 1.5 1.9 2.2 2.1 1.9 1.3 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.3 0.2 0.20.1 0.2 0.3 0.5 0.7 0.8 1.1 1.4 1.6 2.0 2.1 1.7 1.6 1.2 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.6 0.6 0.8 0.9 0.9 0.9 0.9 0.9 0.7 0.5 0.3 0.20.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.4 1.6 1.5 1.7 1.6 1.6 1.2 1.0 0.9 0.9 0.8 0.7 0.6 0.7 0.8 1.0 1.2 1.3 1.2 1.2 1.1 0.9 0.6 0.4 0.30.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.1 1.3 1.5 1.6 1.6 1.6 1.3 1.1 1.0 0.9 0.7 0.7 0.8 0.9 1.1 1.3 1.6 1.7 1.5 1.2 1.0 0.6 0.4 0.30.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.7 1.0 1.1 1.4 1.5 1.7 1.8 1.8 1.5 1.1 0.9 0.8 0.7 0.8 0.8 1.0 1.2 1.5 1.7 1.5 1.2 0.9 0.6 0.4 0.30.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.6 0.8 1.0 1.2 1.4 1.5 1.7 1.8 1.6 1.2 0.9 0.7 0.6 0.6 0.6 0.8 1.0 1.1 1.2 1.1 1.0 0.8 0.5 0.3 0.20.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.7 1.4 1.2 0.9 0.7 0.6 0.6 0.6 0.5 0.5 0.6 0.7 0.6 0.4 0.2 0.2 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.4 1.6 1.7 1.8 1.5 1.2 1.0 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.8 0.7 0.5 0.3 0.2 0.1 0.10.2 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.6 0.8 1.3 1.6 1.8 2.1 2.0 1.7 1.3 1.1 1.0 0.9 1.1 1.2 1.2 1.1 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.10.6 0.4 0.3 0.2 0.3 0.5 0.7 0.7 0.6 0.6 0.8 1.4 1.7 1.8 1.9 1.8 1.5 1.3 1.1 1.0 1.0 1.2 1.4 1.5 1.5 1.4 1.2 1.0 0.6 0.5 0.3 0.2 0.11.7 1.6 1.6 1.6 1.6 1.7 1.8 1.6 1.5 1.3 1.3 1.9 2.1 2.0 1.8 1.6 1.3 1.1 1.0 1.0 1.0 1.3 1.5 1.9 2.1 1.9 1.4 1.0 0.7 0.5 0.3 0.1 0.12.2 2.1 1.9 1.9 1.9 2.2 2.3 2.1 1.7 1.5 1.5 2.1 2.2 2.1 1.7 1.5 1.1 0.9 0.9 0.8 0.9 1.2 1.4 1.7 1.9 1.6 1.2 0.9 0.6 0.4 0.2 0.1 0.01.8 1.9 1.8 1.9 1.9 1.9 1.9 1.8 1.6 1.5 1.7 2.3 2.5 2.0 1.6 1.2 0.8 0.7 0.7 0.7 0.8 1.0 1.2 1.5 1.7 1.4 1.0 0.6 0.3 0.2 0.1 0.1 0.01.7 1.8 1.9 1.9 2.0 1.9 1.9 1.7 1.7 1.6 1.8 2.5 2.6 1.9 1.5 1.1 0.7 0.5 0.6 0.7 0.8 1.1 1.4 1.8 1.9 1.6 1.2 0.9 0.6 0.4 0.2 0.1 0.01.6 1.8 2.0 2.1 2.0 1.9 1.9 1.8 1.7 1.7 1.9 2.5 2.4 1.9 1.4 0.9 0.5 0.4 0.5 0.6 0.8 1.1 1.3 1.6 1.8 1.6 1.3 1.0 0.6 0.4 0.3 0.1 0.11.6 1.6 1.8 1.9 1.7 1.6 1.7 1.7 1.6 1.6 1.8 2.2 2.1 1.7 1.3 0.9 0.5 0.3 0.4 0.5 0.7 0.9 1.2 1.3 1.3 1.3 1.1 0.9 0.6 0.4 0.3 0.1 0.11.6 1.6 1.7 1.6 1.5 1.4 1.6 1.7 1.7 1.6 1.7 2.0 1.8 1.5 1.2 0.9 0.5 0.3 0.3 0.4 0.6 0.8 0.9 0.9 0.9 0.9 0.9 0.7 0.5 0.4 0.2 0.1 0.11.9 2.0 1.8 1.5 1.4 1.4 1.5 1.7 2.1 2.0 1.8 1.7 1.5 1.2 0.9 0.7 0.4 0.3 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.11.5 1.6 1.4 1.3 1.2 1.1 1.3 1.4 1.5 1.5 1.4 1.4 1.2 0.9 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.00.5 0.6 0.4 0.2 0.1 0.1 0.2 0.3 0.5 0.6 0.4 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.00.2 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 0.9 1.0 1.1 1.2 1.2 1.1 1.2 1.1 1.0 0.9 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.3 1.4 1.5 1.5 1.4 1.4 1.4 1.5 1.4 1.3 1.1 0.9 0.6 0.4 0.3 0.2 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 0.9 1.2 1.5 1.7 1.8 1.7 1.6 1.6 1.6 1.7 1.7 1.6 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.1 1.5 1.8 1.8 1.6 1.5 1.5 1.6 1.8 1.9 1.8 1.3 1.0 0.7 0.4 0.3 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.9 1.0 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.2 1.0 0.8 0.5 0.4 0.2 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0PROPOSED PAVEMENTLIMIT (TYP.)PROPERTY LINE (TYP.)PROPOSEDHOTELDRAWING NO.P1.0N:\2019\19551\Drawings\ACAD\LD\S04\Sheet Drawings\P1.0 Photo 19551.dwg3/6/2020PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 19551 MGS MGS RW PLAINFIELD ILLINOIS PHOTOMETRIC PLAN PLAINFIELD HOTEL 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S 1 03-10-20 VILLAGE SUBMITTAL ORIGINAL ISSUE DATE:03-10-20 DESCRIPTIONDATENO. GRAPHIC SCALETHE LIGHT POLE LOCATIONS ON THIS PLAN SHOW THE RECOMMENDED PLACEMENT. ADJUSTMENTSTO THESE LOCATIONS MAY BE REQUIRED TO ACCOMMODATE SITE CONDITIONS.PAVEMENT CALCULATION AREAS ARE TAKEN WITHIN THE LIMITS OF PROPOSED PAVEMENT ONPRIVATE PROPERTY SHOWN ON THIS PLAN.THE PHOTOMETRIC PLAN WAS PREPARED USING THE EXISTING, RELOCATED, AND PROPOSEDFIXTURES IN THE SCHEDULES ON THIS SHEET.NOTES:1.2.3.CALCULATED LIGHTING LEVELS (FOOT CANDLES)AVERAGEAVG/MINMAXMINMAX/MIN2.80.41.223.057.00PARKING LOTSITE LIGHTING FIXTURE SCHEDULEDESCRIPTIONQUANTITYLLFSYMBOL0.90CATALOG NO. & NOTESDSX1LED-40C-700-40K-T4M-MVOLT-MA-HS-DBLXDCOLOR4000KCONFIG.2 FIXTURES@ 180°MOUNTING1LITHONIA LIGHTING, D-SERIES SIZE 1 MAST ARMMOUNT LED AREA LIGHT WITH HOUSE-SIDE SHIELD,40 LEDs, 700 mA DRIVE CURRENT, TYPE 4 MEDIUMDISTRIBUTION, 22'-0" MOUNTING HEIGHTVALMONT ROUNDTAPERED ALUMINUM4' DOUBLE DAVIT ARMASSEMBLY, BLACK FINISH,0'-3" EXP. CONC. FOUND.SL-1SL-20.904000K1LITHONIA LIGHTING, D-SERIES SIZE 1 MAST ARMMOUNT LED AREA LIGHT WITH HOUSE-SIDE SHIELD,40 LEDs, 700 mA DRIVE CURRENT, TYPE 4 MEDIUMDISTRIBUTION, 24'-9" MOUNTING HEIGHTVALMONT ROUNDTAPERED ALUMINUM4' DOUBLE DAVIT ARMASSEMBLY, BLACK FINISH,3'-0" EXP. CONC. FOUND.DSX1LED-40C-700-40K-T4M-MVOLT-MA-HS-DBLXDRELOCATED SITE LIGHTING FIXTURE SCHEDULEDESCRIPTIONQUANTITYLLFSYMBOL0.90COLOR4000KCONFIG.1 FIXTUREMOUNTING2EXISTING LITHONIA LIGHTING, D-SERIES SIZE 1 MASTARM MOUNT LED AREA LIGHT WITH HOUSE-SIDESHIELD, 40 LEDs, 700 mA DRIVE CURRENT, TYPE 4MEDIUM DISTRIBUTION, 22'-0" MOUNTING HEIGHTEXISTING CUSTOMVALMONT ROUNDTAPERED ALUMINUM4' DAVIT ARM ASSEMBLY,0'-3" EXP. CONC. FOUND.RL-12 FIXTURES@ 180°RELOCATED SITE LIGHTING FIXTURE SCHEDULEDESCRIPTIONQUANTITYLLFSYMBOL0.90COLOR4000KCONFIG.1 FIXTUREMOUNTINGN/AEXISTING LITHONIA LIGHTING, D-SERIES SIZE 1 MASTARM MOUNT LED AREA LIGHT WITH HOUSE-SIDESHIELD, 40 LEDs, 700 mA DRIVE CURRENT, TYPE 4MEDIUM DISTRIBUTION, 22'-0" MOUNTING HEIGHTEXISTING CUSTOMVALMONT ROUNDTAPERED ALUMINUM4' DOUBLE DAVIT ARMASSEMBLYEX-1EX-22 FIXTURES@ 90°EXISTING SQUARE POLE0.904000KN/AEXISTING SHOE BOX FIXTURE*30'-0" MOUNTING HEIGHT*EXISTING FIXTURE EX-2 IS UNKNOWN. THE EX-1 FIXTURE WITH THE EX-2 CONFIGURATION WAS USED FOR THIS ANALYSIS.81 SPRINKLERROOM ELECTRICALROOM ELEVATOR 1 EL-1 ELEVATOR 2 EL-2 ST-1 STAIR 2 ST-2 010009 002 ST2A010002009RESTAURANTBREAKROOM 005 UNEXCAVATED ·5" CONCRETE SLAB W/ 6x6#10 WIRE MESH ·4" COMPACTED CRUSHEDSTONE ·6 MIL POLY VAPOR BARRIER HALLWAY 003 008 008 ELEVATOREQUIPMENT STORAGE SERVERROOM 011 FUTURE KITCHEN 011A011B STAIR 1 F.D. WOMEN'S 007 MEN'S 006 007006LAUNDRY/ UTILITYROOM 004 W WDD 004005 001B 001A EJECTOR PIT (V.I.F.) SUMP PIT (V.I.F.)RIM OF SUMP PITMIN. 2" A.F.F. DRAIN TILECONNECTION TOPERIMETER, TYP. DRAIN TILE:4" DIA. PIPE WITH A FILTER FABRIC COVER (SOCK), 34" CRUSHED STONE (NO FINES), 6" MIN. PIPECOVER. LOCATE 4" DIA. DRAIN TILE CONNECTIONPIPE THROUGH BASE OF FOOTING WITHIN 5' OFEVERY CORNER AND EVERY 15' MAX. ALONGLENGTH OF WALL SEGMENT WITH MIN. 1 PER WALLSEGMENT.PERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMPPERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMPPERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMP PERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMP PERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMP PERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMPPERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMP PERIMETER DRAIN SLOPE 14" PER FOOT TO SUMP PUMP001 CORRIDOR 012 CORRIDOR 013 ST1A1A410 2A410 3A4104A410 UP TO1ST FL UP TO1ST FL 5A800 6A800 1A800 1A700 A710 1 A-100 BASEMENT PLAN SCALE: 1/4" = 1'-0" BASEMENT PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURALENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A100 1. SEE A-701 FOR DOOR SCHEDULE 2. SEE A-501 FOR EXTERIOR METAL STAIR INFO. 3. SEE A-135, A-136 & A-137 FOR WALL TYPES & DIMENSION PLANS. GENERAL NOTES KEYNOTES 82 STORAGEROOM MECH.ROOM LOUNGE LOBBY 101 103 102C 102 CONCIERGE 103 ELEVATOR 1 EL-1 ELEVATOR 2 EL-2 J.C. 104 STAIR 1 ST-1 STAIR 2 ST-2 ALL GENDER R.R. 106OFFICE 107 HALLWAY 105 MEN'S 109WOMEN'S 108 (FUTURE RESTAURANT) 110 116 115 104106107110A ST2B 109108110K 116115A 102AEVENT ALLEY 116 110FST1C112 111A 105 ST2C110B 110C 110D 110E110G110H110I110J WOMEN'S 113 MEN'S 114 113 114 115BLOBBY 117 117102B102D FUTURE KITCHEN 111 111BHALLWAY 112 ST1BDN TOBSMT UP TO2ND FL EVENT SPACE DN TOBSMT UP TO2ND FL 22 7 1A410 2A410 3A4104A410 22 22 FEC-1 FEC-1FEC-11A801 2A801 2A800 2A700 4A700 5A700 3A700 1A400 1A401 1A402 1A403 CHANNEL GLASS, BASIS OF DESIGN:BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'CROSSROADSBROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEMWITH OPERABLE LOUVERS, INTEGRALGUTTERS AND LED LIGHTING, BASIS OFDESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER,CONCEALED HOSE CONNECTION ANDINTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOTLIGHTING AT TOP RAIL, BASIS-OF-DESIGN:WAGNER ARCHITECTURAL SYSTEMS,'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETYPOLE24 22 RECESSED FIRE EXTINGUISHER CABINET(FEC-1) STONE FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'VIVACE USACOBBLESTONE' COMPOSITE WOOD PANEL VENEER,BASIS-OF-OF DESIGN: PRODEMA, DARKBROWN EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN:RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"TBARN DOORS, TWO-PANEL, STAIN GLAZEFINISH, WEATHERED TEXTURE,PREASSEMBLED WITH DOOR HARDWARE,FRONT HANDLE, BACK HANDLE & 'HEAVYDUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAILAND ATTACHED HANDRAIL WITH LED SPOTLIGHTING, BASIS-OF-DESIGN: WAGNERARCHITECTURAL SYSTEMS, CABLE RAILINGWITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL ,BASIS-OF-DESIGN: WAGNER ARCHITECTURALSYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING:SOLDIER COURSE BRICK OVER ROWLOCKBRICK COURSE18 DECORATIVE MASONRY MID-BANDING:SOLDIER COURSE BRICK BETWEEN ROWLOCKBRICK COURSES ABOVE & BELOW SOLDIERCOURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICESYSTEM, BASIS-OF-DESIGN:STONELITE 23 BUILDING MECHANICAL EXHAUST ANDINTAKE LOUVERS A-101 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURALENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A101 83 SUITE 2BEDROOM SUITE 1SITTING BUTLER'SPANTRY 201B 202B ELEVATOR 1 EL-1 ELEVATOR 2 EL-2 STAIR 1 ST-1 STAIR 2 ST-2 210 HALLWAY 212 J.C. 211 HALLWAY 213 201A1201F 201A2202A 20 2 C 202D210211 207A 207D 206C 206D 206A 207C207E 208E 208A 208C208D 203A 204A 204D 204C203C203D 205A 205E205F2 QUEEN BEDS355 S.F. 1 KING BEDROOM331 S.F. 1 KING BED300 S.F. BRIDAL SUITE598 S.F. 1 KING BED287 S.F. 1 KING BED278 S.F. BRIDAL SUITE545 S.F. 205H 206E ROOF BELOW SUITE 1ENTRY 201A SUITE 1KIT'ETTE 201C SUITE 1CLO 201D SUITE 1BATH 201F SUITE 1BEDROOM 201E ST2DSUITE 2ENTRY 202A SUITE 2CLO 202D SUITE 2BATH 202C SUITE 3BEDROOM 203B SUITE 3BATH 203C SUITE 3ENTRY 203A SUITE 3CLO 203D SUITE 4ENTRY 204ASUITE 4CLO 204D SUITE 4BEDROOM 204B SUITE 4BATH 204C SUITE 5SITTING 205B SUITE 5ENTRY 205A SUITE 5KIT'ETTE 205C SUITE 5CLO 205D SUITE 5BATH 205F SUITE 5BEDROOM 205E 205D SUITE 5CLO 205G205G SUITE 6BEDROOM 206B SUITE 6ENTRY 206A SUITE 6CLO 206D SUITE 6BATH 206C 1 KING BED313 S.F. SUITE 7BEDROOM 207B SUITE 7BATH 207C SUITE 7ENTRY 207A SUITE 8CLO 208D SUITE 7CLO 207D SUITE 8BEDROOM 208B SUITE 8ENTRY 208A SUITE 8BATH 208C SUITE 8BALCONY 208E SUITE 7BALCONY 207E SUITE 6BALCONY 206E SUITE 5BALCONY 205H SITTINGAREA 209 201D201EST1DDN TO1ST FL UP TO3RD FL DN TO1ST FL UP TO3RD FL 1A410 2A410 3A4104A410 1A400 3A801 4A801 3A800 1A700 2A700 3A700 4A700 8A700 7A700 6A700 5A700 1A401 1A402 1A403 A900 1 A900 1 A900 1 A900 1 A900 1 A900 1 GUEST ROOM WITHMOBILITY FEATURES(1 REQ'D) GUEST ROOM WITHCOMMUNICATIONFEATURES(2 REQ'D) 603.3 MIRRORS 806.3.2 NOTIFICATION DEVICESVISIBLE DEVICES SHALL BE PROVIDED TO ALERT ROOMOCCUPANT OF INCOMING TELE CALLS AND A DOOR KNOCKOR BELL. TELE SHALL HAVE VOLUME CONTROLS AND SERVEDBY AN ELECT OUTLET LOCATED WITHIN 48" OF THE TELE FORUSE OF A TTY A-102 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURALENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A102 GENERAL NOTES KEYNOTES 84 SRD PRD (4" LEADER) SRD PRD (4" LEADER) F.D. OUTDOOR SEATINGNORTH OUTDOOR SEATINGSOUTH ELEVATOR 1 EL-1 ELEVATOR 2 EL-2 STAIR 1 ST-1 STAIR 2 ST-2 J.C. 305 ALL-GENDER 306 WOMEN'S 307 MEN'S 308 HALLWAY 309 MECHANICALPENTHOUSE 1 314 MECHANICALPENTHOUSE 2 313 FUTUREWARMING KITCHEN 312 ROOFTOP LOUNGE 311 315 316 HALLWAY 304 LOBBY 301 STORAGE 302 LOBBY 303 LOBBY 310 ROOF BELOW EMEREXIT ST2D305306303307308301311 316 313 314312HALLWAY 317 302ST1EDN TO2ND FL DN TO2ND FL 13 24 1A410 2A410 3A4104A410 22 FEC-1 5A801 6A801 4A800 9A700 1A510 1A400 1A401 1A402 1A403 A710 1 A900 1 A-103 THIRD FLOOR PLAN SCALE: 1/4" = 1'-0" THIRD FLOOR PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURALENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A103 PRELIMINARY NOT FOR CONSTRUCTION GENERAL NOTES KEYNOTES 85 SRD PRD (4" LEADER) SRD PRD (4" LEADER) ELEVATOROVERRUN ROOF BELOW TRELLIS 12'-0"64'-2"24 3 1A410 2A410 3A4104A410 1 1 2 7 1A400 1A401 1A402 1A403 DRWGS. PLANTER WALL7 A-104 ROOF PLAN SCALE: 1/4" = 1'-0" ROOF PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURALENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A104 86 ROOFTOPEL.: 26'-0" BASEMENTEL.: (-)12'-0" T/ BUILDINGEL.: 42'-6" 2nd LEVELEL.: 14'-0" 1 2 F19F19F19F19F19F19F19 F19 F19 F19 7 5 15 F19 6 TYP.UNO 7 77 15 3 17 17 17 17 10 10 10 10 11 11 21 18 19 1A410 2A410 ADJACENT EXISTING BUILDINGNOT IN CONTRACT - SHOWNFOR REFERENCE ONLY. CHANNEL GLASS, BASIS OF DESIGN:BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'CROSSROADSBROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEMWITH OPERABLE LOUVERS, INTEGRALGUTTERS AND LED LIGHTING, BASIS OFDESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER,CONCEALED HOSE CONNECTION ANDINTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOTLIGHTING AT TOP RAIL, BASIS-OF-DESIGN:WAGNER ARCHITECTURAL SYSTEMS,'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETYPOLE24 22 RECESSED FIRE EXTINGUISHER CABINET(FEC-1) STONE FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'VIVACE USACOBBLESTONE' COMPOSITE WOOD PANEL VENEER,BASIS-OF-OF DESIGN: PRODEMA, DARKBROWN EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN:RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"TBARN DOORS, TWO-PANEL, STAIN GLAZEFINISH, WEATHERED TEXTURE,PREASSEMBLED WITH DOOR HARDWARE,FRONT HANDLE, BACK HANDLE & 'HEAVYDUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAILAND ATTACHED HANDRAIL WITH LED SPOTLIGHTING, BASIS-OF-DESIGN: WAGNERARCHITECTURAL SYSTEMS, CABLE RAILINGWITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL ,BASIS-OF-DESIGN: WAGNER ARCHITECTURALSYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING:SOLDIER COURSE BRICK OVER ROWLOCKBRICK COURSE18 DECORATIVE MASONRY MID-BANDING:SOLDIER COURSE BRICK BETWEEN ROWLOCKBRICK COURSES ABOVE & BELOW SOLDIERCOURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICESYSTEM, BASIS-OF-DESIGN:STONELITE 23 BUILDING MECHANICAL EXHAUST ANDINTAKE LOUVERS A-400 EAST ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURALENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A400 87 GRADEEL.: 0'-0" T/ RAILINGEL.: 29'-6" T/ PARAPETEL.: 40'-0" BASEMENTEL.: (-)12'-0" ROOFTOPEL.: 26'-0" 2nd LEVELEL.: 14'-0" 1 18 19 6 1 17 4'-0"14'-0"5 15 4 3 2 6TYP. UNO TYP.UNO 7 F19 F19 F19 F19 F19 F19 F19 F19 F19 F19 9 2 F19 21 3A4104A410 T/ BUILDINGEL.: 42'-6" CHANNEL GLASS, BASIS OF DESIGN:BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'CROSSROADSBROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEMWITH OPERABLE LOUVERS, INTEGRALGUTTERS AND LED LIGHTING, BASIS OFDESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER,CONCEALED HOSE CONNECTION ANDINTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOTLIGHTING AT TOP RAIL, BASIS-OF-DESIGN:WAGNER ARCHITECTURAL SYSTEMS,'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETYPOLE24 22 RECESSED FIRE EXTINGUISHER CABINET(FEC-1) STONE FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'VIVACE USACOBBLESTONE' COMPOSITE WOOD PANEL VENEER,BASIS-OF-OF DESIGN: PRODEMA, DARKBROWN EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN:RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"TBARN DOORS, TWO-PANEL, STAIN GLAZEFINISH, WEATHERED TEXTURE,PREASSEMBLED WITH DOOR HARDWARE,FRONT HANDLE, BACK HANDLE & 'HEAVYDUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAILAND ATTACHED HANDRAIL WITH LED SPOTLIGHTING, BASIS-OF-DESIGN: WAGNERARCHITECTURAL SYSTEMS, CABLE RAILINGWITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL ,BASIS-OF-DESIGN: WAGNER ARCHITECTURALSYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING:SOLDIER COURSE BRICK OVER ROWLOCKBRICK COURSE18 DECORATIVE MASONRY MID-BANDING:SOLDIER COURSE BRICK BETWEEN ROWLOCKBRICK COURSES ABOVE & BELOW SOLDIERCOURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICESYSTEM, BASIS-OF-DESIGN:STONELITE 23 BUILDING MECHANICAL EXHAUST ANDINTAKE LOUVERS A-401 SOUTH ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURALENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A401 88 GRADEEL.: 0'-0" 2nd LEVELEL.: 14'-0" T/ PARAPETEL.: 40'-0" BASEMENTEL.: (-)12'-0" ROOFTOPEL.: 26'-0" 8 1'-4"CENTER ALIGNF19 F19 7 7 3 F19 F19 F19 F19 6 TYP.UNO F19 F19 2 F19 F19 F19 F19 23 1A4102A410 T/ BUILDINGEL.: 42'-6" CHANNEL GLASS, BASIS OF DESIGN:BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'CROSSROADSBROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEMWITH OPERABLE LOUVERS, INTEGRALGUTTERS AND LED LIGHTING, BASIS OFDESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER,CONCEALED HOSE CONNECTION ANDINTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOTLIGHTING AT TOP RAIL, BASIS-OF-DESIGN:WAGNER ARCHITECTURAL SYSTEMS,'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETYPOLE24 22 RECESSED FIRE EXTINGUISHER CABINET(FEC-1) STONE FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'VIVACE USACOBBLESTONE' COMPOSITE WOOD PANEL VENEER,BASIS-OF-OF DESIGN: PRODEMA, DARKBROWN EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN:RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"TBARN DOORS, TWO-PANEL, STAIN GLAZEFINISH, WEATHERED TEXTURE,PREASSEMBLED WITH DOOR HARDWARE,FRONT HANDLE, BACK HANDLE & 'HEAVYDUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAILAND ATTACHED HANDRAIL WITH LED SPOTLIGHTING, BASIS-OF-DESIGN: WAGNERARCHITECTURAL SYSTEMS, CABLE RAILINGWITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL ,BASIS-OF-DESIGN: WAGNER ARCHITECTURALSYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING:SOLDIER COURSE BRICK OVER ROWLOCKBRICK COURSE18 DECORATIVE MASONRY MID-BANDING:SOLDIER COURSE BRICK BETWEEN ROWLOCKBRICK COURSES ABOVE & BELOW SOLDIERCOURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICESYSTEM, BASIS-OF-DESIGN:STONELITE 23 BUILDING MECHANICAL EXHAUST ANDINTAKE LOUVERS A-402 WEST ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURALENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A402 89 1st FLOOREL.: 0'-0" T/ LOW PARAPETEL.: 40'-0" BASEMENTEL.: (-)12'-0" 3rd FLOOREL.: 26'-0" T/ BUILDINGEL.: 42'-6" 1 18 19 6 1 20 17 4'-0"14'-0"2nd FLOOREL.: 14'-0" 5 15 4 3 2 6 F19 F19 F19 F19 F19 F19 F19 F19 F19 F19 TYP. UNO TYP.UNO 21 3A410 4A410 CHANNEL GLASS, BASIS OF DESIGN:BENDHEIM WALL SYSTEMS, 'HOUDINI' BRICK FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'CROSSROADSBROWNSTONE' 1 2 PREMANUFACTURED PERGOLA SYSTEMWITH OPERABLE LOUVERS, INTEGRALGUTTERS AND LED LIGHTING, BASIS OFDESIGN: STRUXURE 3 4 5 S.S. BOX TYPE, 14 -TURN, NON-FREEZE WALLHYDRANT WITH LOCKING COVER,CONCEALED HOSE CONNECTION ANDINTEGRAL VACUUM BREAKER 8 9 8" LIMESTONE SURROUND FIRE ALARM PANEL - 'NOTIFIER' NFS-320POINT ADDRESSABLE EMERGENCY CALL BOX - PROVIDED BY OTHER GLASS INFILL STAINLESS STEEL GUARDRAIL 12"TEMPERED CLEAR GLASS WITH LED SPOTLIGHTING AT TOP RAIL, BASIS-OF-DESIGN:WAGNER ARCHITECTURAL SYSTEMS,'LEGATO' GLASS RAILING SYSTEM 10 12 14 15 KEYNOTE LIST: 30"x36" ROOF HATCH W/ POP-UP SAFETYPOLE24 22 RECESSED FIRE EXTINGUISHER CABINET(FEC-1) STONE FACADE, BASIS-OF-OF DESIGN:BRAMPTON BRICK 'VIVACE USACOBBLESTONE' COMPOSITE WOOD PANEL VENEER,BASIS-OF-OF DESIGN: PRODEMA, DARKBROWN EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'SMALL') 6 EXTERIOR GASLIGHT SCONCE FIXTURE,BASIS OF DESIGN: ST. JAMES LIGHTING,'SARASOTA' (F19 'MINI') 7 ROLLING BARN DOORS, BASIS OF DESIGN:RUSTICA, (2) OUTDOOR RATED 4'Wx7'-6"TBARN DOORS, TWO-PANEL, STAIN GLAZEFINISH, WEATHERED TEXTURE,PREASSEMBLED WITH DOOR HARDWARE,FRONT HANDLE, BACK HANDLE & 'HEAVYDUTY I-BEAM TROLLEY' 10" LIMESTONE SURROUND11 FIXED STEEL LADDER13 CABLE INFILL STAINLESS STEEL GUARDRAILAND ATTACHED HANDRAIL WITH LED SPOTLIGHTING, BASIS-OF-DESIGN: WAGNERARCHITECTURAL SYSTEMS, CABLE RAILINGWITH LUMENPOD 28 LIT HANDRAIL SYSTEM 16 CABLE INFILL STAINLESS STEEL GUARDRAIL ,BASIS-OF-DESIGN: WAGNER ARCHITECTURALSYSTEMS, CABLE RAILING17 DECORATIVE MASONRY TOP-BANDING:SOLDIER COURSE BRICK OVER ROWLOCKBRICK COURSE18 DECORATIVE MASONRY MID-BANDING:SOLDIER COURSE BRICK BETWEEN ROWLOCKBRICK COURSES ABOVE & BELOW SOLDIERCOURSE 19 20 EXTERIOR DUAL-STANDPIPE 21 VENEER STONE PANEL CORNICESYSTEM, BASIS-OF-DESIGN:STONELITE 23 BUILDING MECHANICAL EXHAUST ANDINTAKE LOUVERS A-403 NORTH ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SCHMIDT ARCHITECTS, LLC AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH SCHMIDT ARCHITECTS, LLC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF SCHMIDT ARCHITECTS PRIOR TO THE COMMENCEMENT OF ANY WORK. © COPYRIGHT 2017 - SCHMIDT ARCHITECTS, LLC. DATEMARKPM/PA SHEET DESCRIPTION DCS-DESCRIPTION1 9 - 0 0 30 3 - 1 9 - 2 0 1 9ISSUE FOR REVIEWDCS ARCHITECT: SEAL NORTH ARROW SUBMISSION DRAWN BY PROJECT # SHEET NO. SUBMITTALS DRAWING TITLE PLAINFIELD HOTEL 15024 DES PLAINES ST. PLAINFIELD, IL 60544 PROJECT S C H M I D T A R C H I T E C T S , L L C SCHMIDT ARCHITECTS, LLC 24801 WINTERBERRY LANE PLAINFIELD, IL 60585 T: (815) 254-1423 LICENSE NO.: 184-006863 NEVILLE ENGINEERING SERVICES, INC. 24020 RIVERWALK CT. SUITE 122 PLAINFIELD, IL 60544 T: (815) 782-5222 MEP ENGINEER: STRUCTURAL ENGINEERING: DG STRUCTURALENGINEERING, LLC 401 S LASALLE ST. SUITE 1305 CHICAGO, IL 60605 T: (708) 668-1380 1 A403 90 PROPOSEDHOTELVILLAGE OF PLAINFIELDPUBLIC PARKING LOTDES PLAINES STREET (1) Common Hackberry(8) Gro-Low Fragrant Sumac(5) Sea Green Juniper(1) Swamp White Oak(33) Happy Returns Daylily(25) Happy Returns Daylily(37) Hameln Dwarf Fountain Grass(6) Gro-Low Fragrant Sumac(17) Happy Returns Daylily(1) Swamp White Oak(20) Hameln Dwarf Fountain Grass(6) Gro-Low Fragrant Sumac(18) Happy Returns Daylily(5) Silver Sprite Bayberry(14) Northern Lights Hair Grass with(14) Pixie Meadowbrite Coneflower(20) Happy Returns Daylily(1) Male Silver Sprite Bayberry(3) Gro-Low Fragrant Sumac(1) Male Silver Sprite Bayberry(456) Pennsylvania Sedge(8) Sea Green Juniper(10) Gro-Low Fragrant Sumac(1) Common Hackberry(32) Happy Returns Daylily(16) Northern Lights Hair Grass with(16) Pixie Meadowbrite Coneflower(23) Happy Returns Daylily(25) Feather Reed Grass(52) Hameln Dwarf Fountain Grass(21) Northern Lights Hair Grass with(21) Pixie Meadowbrite Coneflower(6) Gro-Low Fragrant SumacExisting Tree To BeRemoved, Typ.Existing Tree To RemainExisting Tree To BeRemoved, Typ.Existing Tree To BeRemoved, Typ.Existing Tree To BeRemoved, Typ.Existing Tree To BeRemoved, Typ.Utility Boxes, Typ.Utility Boxes, Typ.Extent of WorkExtent of WorkExtent of WorkTR 1TR 2TR 3TR 4TR 5TR 66' Ht. Tree ProtectionFencing. See SheetL-2, Detail 2.TREESBOTANICAL NAMECOMMON NAMESIZECONT.QTYCeltis occidentalis `Chicagoland`Common Hackberry3" Cal. B&B/CG 2Existing Tree---1Quercus bicolorSwamp White Oak3" Cal. B&B/CG 2SHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.QTYJuniperus chinensis `Sea Green`Sea Green Juniper24" ht. B&B/CG 13Myrica pensylvanica `Morton`Silver Sprite Bayberry24" ht. B&B/CG 5Myrica pensylvanica `Morton-Male` Male Silver Sprite Bayberry24" ht. B&B/CG 2Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac5 gal. B&B/CG 39PERENNIALS &ORNAMENTAL GRASSESBOTANICAL NAMECOMMON NAMESIZECONT.SPACINGQTYCalamagrostis x acutiflora `Karl Foerster` Feather Reed Grass1 gal Pot 24" o.c. 25Carex pensylvanicaPennsylvania Sedge1 gal Pot 12" o.c. 45650/50 Perennial Mix:Deschampsia cespitosa `Northern Lights` Northern Lights Hair Grass1 gal Pot 18" o.c. 51Echinacea 'Pixie Meadowbrite'Pixie Meadowbrite Coneflower 1 gal Pot 18" o.c. 51Hemerocallis x `Happy Returns`Happy Returns Daylily1 gal Pot 18" o.c. 168Pennisetum alopecuroides `Hameln` Hameln Dwarf Fountain Grass 1 gal Pot 18" o.c. 109PLANT SCHEDULE PARKING LOT04/13/2020L-1.015024 Des Plaines StreetPlainfield, IL 60544---cadlapmsheet numbersheet nameissue datearchitectlandscape architect of recordseal / signatureclient / ownerproject nameproject addressengineerCHECK SETNOT FOR CONSTRUCTIONissue /revisiondatedescriptionSchmidt Architects, LLC.24801 Winterberry LanePlainfield, IL 60585p 815.254.1423TESKA ASSOCIATES, INC.627 Grove StreetEvanston, IL, 60201p 847.869.2015 f 847.869.2059V3 Companies7325 Janes AvenueWoodridge, IL 60517p 630.724.9200627 Grove Street, Evanston, Illinois 60201Tel 847.869.2015 Fax 847.869.2059NP LC20'10'30'0'REDHEAD RENTALS, LLC.PLAINFIELD PUBLICPARKING LOTPARKING LOTLANDSCAPE PLANEXISTING TREESLEGENDTree To Be Removed6' Ht. Tree Protection Fencing91 TAMPED PLANTING SOIL. AMMEND 40%EXISTING SOIL W/ 50% PULVERIZEDTOPSOIL & 10% PREP MIX.UNDISTURBED OR RECLAIMEDSUBGRADE CONSISTING OF AMINIMUM DEPTH 6" REGRADEDTOPSOILEVERGREEN & DECIDUOUS TREES:1. TREES SHALL BEAR SAME RELATION TO FINISHED GRADE AS THEY DID TO PREVIOUSLYEXISTING GRADE ON SITE OR IN NURSERY.2. DO NOT ALLOW AIR POCKETS TO FORM IN SOIL WHEN BACKFILLING.3. TREE STAKING/GUYING SHOULD BE REVIEWED WITH LANDSCAPE ARCHITECT WHENCONTRACTOR DEAMS IT NECESSARY.5. ROOT FLARE OF TREE TO BE SET NO MORE THAN 3" ABOVE FINISHED GRADE IN BORDERS& MASS PLANTINGS.6. TREES PLANTED WITHIN OR ADJACENT TO PAVING SHALL BE PLANTED WITH ROOT FLARENO MORE THAN 1" ABOVE ADJACENT GRADE.7. EVERGREEN TREES WITH TIGHTLY SHEARED FORM WILL BE REJECTED.8. IF PITS ARE MACHINE EXCAVATED, & GLAZING IS PRONOUNCED, ALL SIDES OF PIT ARE TOBE SCARIFIED.9. SOAK PLANTS WITH WATER IMMEDIATELY AFTER INSTALLATION.AFTER FINAL APPROVALOF TREE LOCATIONS: ROPESAT TOP OF BALL SHALL BE CUT;REMOVE BURLAP FROM TOP 1/3 OFROOTBALL. WIRE CAGE TO BE CUTBACK A MINIMUM OF 12" BELOWFINISH GRADE. ALLNON-BIODEGRADABLE MATERIALSHOULD BE REMOVED.3" SHREDDED HARDWOOD MULCH UNDER 1"COMPOSTED MULCH WITH PINE BARK FINES(PER SPEC)SOIL SAUCER (MIN. 6")NEVER CUT LEADERTRENCH EDGER, TYP.SCARIFY BASE OF PLANT PIT 1-2"12" MIN.SHRUBGROUNDCOVER ORPERENNIAL PLANTS3" COMPOSTED MULCHCONTAINING PINE BARK FINES,PER SPECSHRUBS:1. DO NOT ALLOW AIR POCKETS TO FORM IN SOIL WHILE BACKFILLING.2. SOAK PLANTS WITH WATER IMMEDIATELY AFTER INSTALLATION.3. DO NOT BREAK ROOTBALL.4. IF B&B MATERIAL, REMOVE BURLAP & STRING FROM AROUND TOP 1/3 OF ROOTBALL. IF CONTAINERIZED,LOOSEN ROOT MASS SIGNIFICANTLY BY HAND OR CUT ROOT MASS VERTICALLY WITH KNIFE ON 4 SIDES TO ADEPTH OF 1" & CUT BOTTOM OF ROOT MASS IN SAME MANNER IN AN 'X' PATTERN.PERENNIALS & GROUNDCOVER:1. DO NOT ALLOW AIR POCKETS TO FORM IN SOIL WHILE BACKFILLING.2. SOAK PLANTS IMMEDIATELY WITH WATER AFTER INSTALLATION.3. LOOSEN ROOT MASS SIGNIFICANTLY BY HAND OR CUT ROOT MASS VERTICALLY WITH KNIFE ON 4 SIDES TOA DEPTH OF 1" & CUT BOTTOM OF ROOT MASS IN SAME MANNER IN AN 'X' PATTERN.4. PLANT APPROXIMATELY 1" ABOVE PLANTING MEDIA TO ALLOW FOR TYPICAL DRESSING OF MULCH.5. SOAK PLANTS WITH WATER IMMEDIATELY AFTER INSTALLATION.THIN THE INTERIOR OF THE CROWNAFTER PLANTING AS DIRECTED BYLANDSCAPE ARCHITECT.SET TOP OF SHRUB ROOT MASS 2" HIGHER THAN SURROUNDING FINISHED GRADE _SPACING VARIES, SEE PLANT LISTPIT MINIMUM 3XDIAMETER OFROOTBALL24" TOTAL PROFILE OFPULVERIZED LOAM TOPSOILMIXED WITH 3" BEDPREPARATION MIXPERENNIAL PLAN LAYOUTTYPICAL PERENNIALNOTE:PERENNIAL PLANTINGSLAYOUT TO BE APPROVEDIN FIELD BY LANDSCAPEARCHITECT PRIOR TOINSTALLATION.SEE PLANSADD TREE WRAP DURING WINTER AND EARLY SPRINGMONTHS TO PREVENT SUNSCALD AS REQUIREDPLANTING NOTES:3'MIN.2" MULCH72" TALL CONSTRUCTIONFENCE SUPPORTED BY STEELPOSTS AT 6' ON CENTEREXISTING TREE TO PROTECTEXISTING GRADEMIN. LIMIT OF FENCE AT OPENINGDRIP LINEDRIP LINEMIN. LIMIT OF FENCEDISTANCE FROM DRIPLINE WHEN FEASIBLEAT OPENINGEXISTING TREE CANOPY & DRIPLINEAREA TO BE PROTECTED72" HIGH CONSTRUCTIONFENCE SUPPORTED BY STEELPOSTS AT 6' ON CENTERNOTE : NO CONSTRUCTIONSTAGING, TRAFFIC OR OTHERACTIVITIES WITHIN THIS AREATREE TAG NUMBER & CALIPERINCH INFO, IF APPLICABLEMAINTAIN 3' MIN. OFFSETOPENING TO PERFORMMAINTENANCE ACTIVITIESWITHIN FENCED AREAPLANELEVATION3'MIN.72"cadlapmsheet numbersheet nameissue datearchitectlandscape architect of recordseal / signatureclient / ownerproject nameproject addressengineerCHECK SETNOT FOR CONSTRUCTIONissue /revisiondatedescriptionSchmidt Architects, LLC.24801 Winterberry LanePlainfield, IL 60585p 815.254.1423TESKA ASSOCIATES, INC.627 Grove StreetEvanston, IL, 60201p 847.869.2015 f 847.869.2059V3 Companies7325 Janes AvenueWoodridge, IL 60517p 630.724.9200TYPICAL PLANTING BED COMPOSITE1NTS04/13/202015024 Des Plaines StreetPlainfield, IL 60544---NP LC627 Grove Street, Evanston, Illinois 60201Tel 847.869.2015 Fax 847.869.20591. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY J.U.L.I.E. (811) OR (800)892.0123 TO DETERMINE THE LOCATION OF ANY UNDERGROUND UTILITIES, WHICH MAY AFFECT PROPOSED SITE WORK.CONTRACTOR SHALL NOTIFY THE OWNER/LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES, OBSTACLESAND/OR PROBLEMS.2. VERIFICATION OF DIMENSIONS AND GRADES, BOTH EXISTING AND PROPOSED, SHALL BE THE CONTRACTOR'SRESPONSIBILITY PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE OWNER/LANDSCAPEARCHITECT OF ANY DISCREPANCIES.3. ALL SURFACE DRAINAGE SHALL BE DIRECTED AWAY FROM STRUCTURES. SURFACE DRAINAGE SHALL BE DIRECTED TOEXISTING CATCH BASINS DESIGNATED FOR THE COLLECTION OF SURFACE RUN-OFF.4. PLANT MATERIAL SIZES SHOWN ON PLANT SCHEDULE ARE MINIMUM ACCEPTABLE SIZES. ALL PLANT MATERIAL SHALL BE OFSPECIMEN QUALITY. NO 'PARK GRADE' MATERIAL WILL BE ACCEPTED.5. ALL PLANT MATERIAL SHALL BE OBTAINED FROM AN APPROVED NORTHERN ILLINOIS NURSERY WITH HEAVY CLAY SOILS.6. ALL PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK AS SPONSORED BY THE AMERICANASSOCIATION OF NURSERYMEN AND APPROVED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE, INC. (ANSI)7. IF SPECIFIED SPECIES AND/ OR QUALITY OF PLANTS ARE NOT AVAILABLE AT THE TIME OF ORDERING, THE LANDSCAPEARCHITECT, AT HIS/HER DISCRETION, MAY SUBSTITUTE SIMILAR PLANTS WITH THE SAME WHOLESALE VALUE.8. ALL PLANTS TO BE BALLED IN BURLAP (B&B) OR CONTAINER GROWN (CG) AS SPECIFIED IN PLANT SCHEDULE. ALLNYLON/PLASTIC/BURLAP ROOT WRAPPING MATERIAL AND METAL WIRE BASKETS SHALL BE REMOVED.9. SOIL TO BE USED FOR THE PLANTING MEDIUM FOR THE PROJECT SHALL BE FERTILE, WELL-DRAINED, OF UNIFORM QUALITY,FREE OF STONES OVER 1" IN DIAMETER, STICKS, OILS, CHEMICALS, PLASTER, CONCRETE AND OTHER DELETERIOUSMATERIAL.10. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES.11. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN CONFORMANCE WITH THE ACCEPTED INDUSTRY'S STANDARD 'BESTMANAGEMENT PRACTICE' TECHNIQUES AS IDENTIFIED BY THE ILLINOIS LANDSCAPE CONTRACTORS ASSOCIATION (ILCA).12. THE OWNER AND/OR LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL IN POORCONDITION/FORM OR NOT INSTALLED ACCORDING TO 'BEST MANAGEMENT PRACTICE' TECHNIQUES.13. THE LANDSCAPE CONTRACTOR SHALL PREPARE PLANTING BEDS BY ADDING SOIL AMENDMENTS TO TOPSOIL MIX IN THEFOLLOWING QUANTITIES: TOPSOIL MIX FOR TREES & SHRUBS SHALL BE THREE (3) PARTS TOPSOIL, ONE (1) PART PEAT, ANDONE (1) PART SAND. TOPSOIL MIX FOR PERENNIALS & GROUNDCOVER SHALL BE THREE (3) PARTS TOPSOIL, ONE (1) PARTSAND, AND TWO (2) PARTS COMPOST.14. ALL WOODY PLANTINGS TO RECEIVE 3" OF SHREDDED HARDWOOD MULCH. ALL HERBACEOUS PLANTINGS TO RECEIVE 2"OF LEAF COMPOST.15. CONTRACTOR SHALL WATER PLANTS IMMEDIATELY AFTER PLANTING. FLOODING PLANTS TWICE DURING FIRSTTWENTY-FOUR HOURS AFTER PLANTING.16. ALL ROAD AND WALK SURFACES SHALL BE KEPT CLEAR OF MUD AND DEBRIS AT ALL TIMES.17. CONTRACTOR SHALL REPAIR IN KIND ANY AREAS DAMAGED AS A RESULT OF LANDSCAPE OPERATIONS.18. GUARANTEE SPECIFICATIONS ARE AS FOLLOWS: THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A BONDED WRITTENONE-YEAR WARRANTY AGREEMENT BEGINNING ON THE FIRST DAY OF THE OWNER'S POSSESSION. THIS AGREEMENT SHALLPROVIDE FOR THE REPLACEMENT OF DEAD OR DYING PLANT MATERIAL. THE CONTRACTOR SHALL PROVIDE THE OWNERWITH A TYPEWRITTEN LIST OF SPECIFIC MAINTENANCE INSTRUCTIONS FOR EACH TYPE OF PLANT INSTALLED WITH THEWRITTEN AGREEMENT AND BOND.19. EROSION CONTROL BLANKETS REQUIRED ON ALL SLOPES GREATER THAN 3:1.LANDSCAPE GENERAL NOTES:PLAINFIELD PUBLICPARKING LOTPARKING LOTLANDSCAPE DETAILSREDHEAD RENTALS, LLC.L-2.0TYPICAL TREE PROTECTION FENCING2NTS1. THE PURPOSE OF TREE PROTECTION FENCING IS TO MINIMIZE CONSTRUCTION ACTIVITIES WITHIN THE CRITICAL ROOT ZONEOF EXISTING TREES TO REMAIN.2. PROTECTIVE TREE FENCING MUST BE WIRE MESH OR WELDED WIRE FENCING (CHAIN LINK), 6' HIGH WITH STEEL OR WOODENPOSTS INSTALLED AND SPACED NOT MORE THAN 8' APART.3. PROTECTIVE TREE FENCING MUST EXTEND TO THE DRIPLINE OF THE TREE (WHICH CAN BE ESTIMATED AT 1 FOOT FOR EVERY1 INCH OF DBH) BUT IN NO CASE SHALL FENCING BE:LESS OF A RADIUS OF 10' FROM TREES UP TO 18" DBHLESS OF A RADIUS OF 15' FROM TREES 18" IN DBH AND LARGER4. PROTECTIVE TREE FENCING MUST REMAIN INTACT FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT AND MAYNOT BE MOVED OR REMOVED FOR ANY REASON WITHOUT VILLAGE APPROVAL ONLY.TREE PROTECTION NOTES:92 93