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Home My Public Portal About10-02-2018 Plan Commission Agenda PacketPlan Commission Tuesday, October 02, 2018 7:00 PM Village Boardroom 24401 W. Lockport Street Plainfield, IL 60544 Agenda CALL TO ORDER PLEDGE TO THE FLAG ROLL CALL APPROVAL OF MINUTES Approval of the Minutes of the Plan Commission held on September 18, 2018. 09-18-2018 Plan Commission Minutes.pdf PUBLIC COMMENTS DEVELOPMENT REPORT OLD BUSINESS NEW BUSINESS CASE NUMBER: 1817-083018.SU.SP REQUEST: Special Use for Planned Development (Public Hearing) & Site Plan Review LOCATION: 22959 W. Lincoln Highway (SWC Spangler/Lincoln Hwy) APPLICANT: Suhas Patel Avid Hotel Staff Report and Graphics.pdf DISCUSSION ADJOURN REMINDERS - Next Village Board – October 15, 2018 at 7:00 p.m. 1 Plan Commission Page - 2 Next Plan Commission – October 16, 2018 at 7:00 p.m. 2 Agenda Item No: Plan Commission Agenda Item Report Meeting Date: October 2, 2018 Submitted by: Tracey Erickson Submitting Department: Planning Department Item Type: Minutes Agenda Section: APPROVAL OF MINUTES Subject: Approval of the Minutes of the Plan Commission held on September 18, 2018. Suggested Action: Attachments: 09-18-2018 Plan Commission Minutes.pdf 3 Plan Commission Record of Minutes Date: September 18, 2018 Location: Village Hall CALL TO ORDER, PLEDGE, & ROLL CALL Chairman Kiefer called the Plan Commission meeting to order at 7:01 p.m. and led the Pledge. ROLL CALL: Commissioners Minnis, Renzi (7:02 p.m.), Seggebruch, Womack and Chairman Kiefer were present. Commissioner Heinen was absent. Plainfield Fire Protection District was present. Plainfield Public Library District, Plainfield Township Park District and Plainfield Community Consolidated School District 202 were absent. OTHERS PRESENT: Jonathan Proulx, Director of Planning; and Kendra Kuehlem, Associate Planner. APPROVAL OF MINUTES The minutes of the Plan Commission dated September 4, 2018 were approved as amended. PUBLIC COMMENTS No Comment. DEVELOPMENT REPORT Ms. Kuehlem provided an update on the Savvy Strands hair salon special use, Center Street porch variance, Vapor store special use, and Northpointe development. OLD BUSINESS Case No. 1818-081318.AA.SU.PP South of 143rd Street, East of Steiner Road, North of Route 126 Edward Mattox Ms. Kuehlem summarized the staff report, that the applicant is requesting annexation by annexation agreement, a special use for planned development, and preliminary plat of subdivision to permit a residential development on approximately 98 acres south of 143rd Street, east of Steiner Road, and north of Route 126. The Greenbriar residential development consists of 124 single-family detached dwelling units, 304 attached dwelling units (64 duplex units and 240 apartments) for a total of 428 units, plus 33.5 acres of stormwater management, park and landscape space. (A reduction from the original 116 single- family, 240 apartments, 114 townhome units- 470 total). For reference, Ms. Kuehlem stated that the density of the Liberty Grove subdivision to the east is 2.45 dwelling units per acre (du/ac). In totality, the Greenbriar proposed development has a total gross density of 4.3 du/ac which is inconsistent with the Future Land Use Plan for this area, identified as Medium density residential, with a density range of 2.1-3.0 du/ac. However, the gross density calculation incorporates the multifamily area as well; the gross density of single-family (Area A, B, D) is 2.5 du/ac which is in range with the zoning district and consistent with Liberty Grove. Additionally, this proposed development does exceed specific criteria for a density bonus of 78 additional units for a total of 232 maximum units recommended by staff, as show in the table on page 4 of the staff report. Ms. Kuehlem added that the applicant has also added a traffic circle to Presidential Avenue after input from the public and Plan commission. Chairman Kiefer swore in Gene Kripak, President of Landmark Asset Partners, on behalf of the applicant. Mr. Kripak explained the revisions they have made since the original proposal, which include: the reduction in unit in Area A by four units to better line up with the Liberty Grove lots; redesigned the pedestrian trail to not connect with the existing Liberty Grove trail; designed a looped street in Area A instead of a cul-de-sac; the elimination of townhomes, and addition of duplex homes which allowed them to reshape the park to allow more separation between the single-family homes and duplexes. 4 Plan Commission Minutes September 18, 2018 Page 2 of 4 2 Chairman Kiefer asked for public comment. Chairman Kiefer reminded Donna Westin that she remains under oath. Ms. Westin voiced concerns regarding the density due to the apartments, traffic, and traffic calming. Ms. Westin further explained that several children live on Presidential Avenue and doesn’t believe the proposed traffic circle will calm traffic. Commissioner Renzi asked for clarification on the right-of-way width for the apartment area, and the sizes of the duplex lots. Mr. Kripak explained that the Area C apartments will be private streets, so there is not a public right-of-way and the width of the street from curb to curb will be 24-feet. Mr. Kripak stated that the duplex lots will be 75-feet wide, and a minimum of 125-feet deep. Commissioner Renzi asked if the applicant supported staff’s recommendation of the key and through lots noted in the staff report, and if the fire district’s concerns have been resolved. Mr. Kripak stated that additional landscaping will be added for through and key lots. Mr. Kripak also stated that they can add fire lanes to the driveways that dead-end. Commissioner Renzi stated that he likes the traffic circle and suggested adding painted speed zones. Commissioner Seggebruch asked the applicant if the entrance to Area C off of Steiner Road had a traffic circle. Mr. Kripak confirmed. Commissioner Seggebruch suggested revising the drawing to show the separation of the sidewalk and the streets in Area C. Commissioner Seggebruch complemented the applicant on the overall land plan, and asked if there was market analysis to support building duplexes. Mr. Kripak responded that the duplexes will be age-targeted designed with the “empty nester” in mind. Mr. Kripak further explained that the market will dictate the combination of duplex buildings (ranch with ranch, ranch with 2-story, 2-story with 2-story). Commissioner Seggebruch asked if the duplexes would be maintenance free, and added that the Village needs more duplex style housing as opposed to townhomes. Mr. Kripak stated that the duplexes would most likely be maintenance free. Commissioner Minnis stated that he liked the proposed products, and the reduction of the density. Commissioner Minnis asked what the price point would be for the duplex units. Mr. Kripak did not have an exact number, but said in the broad range of $250,000+/- due to the upgradable options such as dens, bedrooms, lofts, and exterior materials. Commissioner Minnis asked if the price point for the single-family homes would remain the same. Mr. Kripak confirmed. Commissioner Minnis suggested working with the Village to add additional traffic calming measure to Presidential Avenue such as signs, road panting, or speed bumps. Commissioner Womack stated that the traffic circle on Presidential Avenue might need to be fully completed at once in order for it to be effective. Commissioner Womack asked if the apartments will have detached garages. Mr. Kripak confirmed that there would be detached garages for the apartment residents. Commissioner Womack pointed out that the lots shapes for lots 42 and 43 in Area A are challenging. Mr. Kripak stated lots 42 and 43 are oversized lots. Commissioner Womack also stated that he would like the pedestrian trail connection reestablished to the Liberty Grove trail. Commissioner Renzi stated he agrees with Commissioner Womack statement regarding the pedestrian trail connection to Liberty Grove. Commissioner Seggebruch asked the applicant if all the single-family driveways are required to be asphalt. Mr. Kripak confirmed, and stated that it will create uniformity throughout. Commissioner Seggebruch asked if brick and stone exteriors were required. Mr. Kripak indicated that they will offer many elevation options for the homeowner to choose, but brick and stone are not required. Mr. Proulx added that the Village does not have specific requirements in the code to require brick. Commissioner 5 Plan Commission Minutes September 18, 2018 Page 3 of 4 3 Seggebruch asked what materials will be offered for the duplex product. Mr. Kripak responded that they will offer a mix of colors and materials. Commissioner Renzi made a motion to recommend approval of annexation of the project commonly known as Greenbriar (PINs: 06-03-08-100-003-0000 and 06-03-08-300-020-0000), located generally east of Steiner Road between 143rd Street and Route 126, as a logical extension of the Village of Plainfield. Seconded by Commissioner Minnis. Vote by roll call: Seggebruch, yes; Womack, yes; Minnis, yes; Renzi, yes; Kiefer, yes. Motion carried 5-0. Commissioner Seggebruch made a motion to adopt the findings of fact of staff as the findings of fact of the Plan Commission and, furthermore, recommend approval of the special use for planned development to permit up to 124 single-family detached dwelling units, 240 apartments, and 64 duplex units, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Seconded by Commissioner Renzi. Vote by roll call: Womack, yes; Minnis, yes; Renzi, yes; Seggebruch, yes; Kiefer, yes. Motion carried 5-0. Commissioner Minnis made a motion to recommend approval of the Preliminary Plat of Subdivision for Greenbriar, a development with up to 124 single-family detached dwelling units, 240 apartments, and 64 duplex units, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Seconded by Commissioner Womack. Vote by roll call: Renzi, yes; Seggebruch, yes; Minnis, yes; Womack, yes; Kiefer, yes. Motion carried 5-0. DISCUSSION Chairman Kiefer announced that Commissioner Green has resigned from the Plan Commission to spend more time with his family, and thanked him for his service on the Commission. Commissioner Renzi apologized for being late. Chairman Kiefer asked staff about the road restriping west of the Route 59 and 119th street intersection. He explained that the lines are hard to see and it is dangerous, especially for new drivers. Commissioner Seggebruch mentioned that the signalized intersection of 119th and Route 30 is coming along. Chairman Kiefer read the reminders. 6 Plan Commission Minutes September 18, 2018 Page 4 of 4 4 ADJOURN Plan Commission meeting adjourned at 8:02 p.m. Respectfully submitted by Tracey Erickson Tracey Erickson Recording Secretary 7 Agenda Item No: Plan Commission Agenda Item Report Meeting Date: October 2, 2018 Submitted by: Tracey Erickson Submitting Department: Planning Department Item Type: New Business Item Agenda Section: NEW BUSINESS Subject: CASE NUMBER: 1817-083018.SU.SP REQUEST: Special Use for Planned Development (Public Hearing) & Site Plan Review LOCATION: 22959 W. Lincoln Highway (SWC Spangler/Lincoln Hwy) APPLICANT: Suhas Patel Suggested Action: Attachments: Avid Hotel Staff Report and Graphics.pdf 8 9 10 11 12 13 14 15 16 17 18 210SCALE: 3/32" = 1'-0"1FRONT ELEVATIONELEV. 100'-0"T/FINISH FLOORENTRANCE CANOPYw/ TPO ROOFEXTERIOR LIGHTFIXTURE TYP.MC1MC1EF1EF1EF3EF3MC1EXTERIOR LIGHTFIXTURE TYP.EXTERIOR LIGHTFIXTURE TYP.EF2EF2EF2EF2EF2EF2EF2ELEV. 110'-1 1/8"FLOOR TRUSS BRG.ELEV. 112'-2 5/8"T/SECOND FLOORELEV. 120'-3"FLOOR TRUSS BRG.ELEV. 122'-4 1/2"T/THIRD FLOORELEV. 130'-4 7/8"FLOOR TRUSS BRG.ELEV. 132'-6 3/8"T/FOURTH FLOORELEV. 140'-6 3/4"ROOF TRUSS BRG.ELEV. 146'-10"T/PARAPET WALLELEV. 148'-10"T/PARAPET WALLELEV. 152'-10"T/PARAPET WALL134567891112131415161718AN IHG HOTELSCALE: 3/32" = 1'-0"3RIGHT SIDE ELEVATIONELEV. 100'-0"T/FINISH FLOOREF1MC1EF2EF3EXTERIOR LIGHTFIXTURE TYP.EXTERIOR LIGHTFIXTURE TYP.EF2EF2ELEV. 110'-1 1/8"FLOOR TRUSS BRG.ELEV. 112'-2 5/8"T/SECOND FLOORELEV. 120'-3"FLOOR TRUSS BRG.ELEV. 122'-4 1/2"T/THIRD FLOORELEV. 130'-4 7/8"FLOOR TRUSS BRG.ELEV. 132'-6 3/8"T/FOURTH FLOORELEV. 140'-6 3/4"ROOF TRUSS BRG.ELEV. 146'-10"T/PARAPET WALLELEV. 148'-10"T/PARAPET WALLELEV. 152'-10"T/PARAPET WALLSCALE: 3/32" = 1'-0"2LEFT SIDE ELEVATIONELEV. 100'-0"T/FINISH FLOORELEV. 110'-1 1/8"FLOOR TRUSS BRG.ELEV. 112'-2 5/8"T/SECOND FLOORELEV. 120'-3"FLOOR TRUSS BRG.ELEV. 122'-4 1/2"T/THIRD FLOORELEV. 130'-4 7/8"FLOOR TRUSS BRG.ELEV. 132'-6 3/8"T/FOURTH FLOORELEV. 140'-6 3/4"ROOF TRUSS BRG.ELEV. 146'-10"T/PARAPET WALLELEV. 148'-10"T/PARAPET WALLELEV. 152'-10"T/PARAPET WALLMC1PREFABRICATED CANOPYEXTERIOR LIGHTFIXTURE TYP.EF1EF1EF2EF2EF2EF3EF2EF3EF1AN IHG HOTELAN IHG HOTEL918SCALE: 3/32" = 1'-0"4BACK ELEVATIONELEV. 100'-0"T/FINISH FLOORPREFABRICATED CANOPYPREFABRICATED CANOPYMC1MC1EF1EF1EF3EF3EXTERIOR LIGHTFIXTURE TYP.EXTERIOR LIGHTFIXTURE TYP.EXTERIOR LIGHTFIXTURE TYP.EF3EF2EF2EF2EF2EF2MC1EF3EXTERIOR LIGHTFIXTURE TYP.EXTERIOR LIGHTFIXTURE TYP.ELEV. 110'-1 1/8"FLOOR TRUSS BRG.ELEV. 112'-2 5/8"T/SECOND FLOORELEV. 120'-3"FLOOR TRUSS BRG.ELEV. 122'-4 1/2"T/THIRD FLOORELEV. 130'-4 7/8"FLOOR TRUSS BRG.ELEV. 132'-6 3/8"T/FOURTH FLOORELEV. 140'-6 3/4"ROOF TRUSS BRG.ELEV. 146'-10"T/PARAPET WALLELEV. 148'-10"T/PARAPET WALLELEV. 152'-10"T/PARAPET WALLEF2171615141312111087654321AN IHG HOTELMC-1:METAL COPING TO MATCH SURROUNDING FINISHEF-1:EIFS WITH SAND FINE FINISH COLOR: LIGHT GRAYEF-2:EIFS WITH SAND FINE FINISH COLOR: GRAYEF-3:EIFS WITH FINE FINISH COLOR: REDCOLOR: AQUA-ALL MECHANICAL GRILLES TO BE PAINTED TO MATCH THESURROUNDING MATERIAL COLORMATERIAL LEGENDEXTERIOR ELEVATIONSA201DATE :JOB NO. :SHEET:MAS-18-149PLAINFIELD, IL AVIDNAME:REVISIONS :SHEET SIZE 24x36MICHAEL L. MAUST ARCHITECT These drawings are the property of Michael L. Maust, Architect and may not be reprinted, copied or reused in any manner without the expressed written consent of Michael L. Maust, Architect GENERAL NOTES -ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE ACCURACY OF THE DRAWING CANNOT BE GUARANTEED DUE TO DISCREPANCIES IN THE METHODS OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED FROM DIMENSIONED PLANS. -ALL DIMENSIONS, ROUGH OPENING SIZES, AND ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE GENERAL CONTRACTOR. MAUST ARCHITECTURAL SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN BROUGHT TO THEIR ATTENTION PRIOR TO CONSTRUCTION. 19 605 604 6 0 4603 603603603 6 0 3603 603 603602602 602 60260160160060 06005995 9 9 599599 598 598 598598597597597597596596OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWMH10 4 4 CB104 5 CB102 6 CB11 0 5 CB11 1 4CB111 5 ST MH11 6 7 CB11 6 8 CB120 3 MH11 9 7 TF=603.41 TF=603.88 TF=604.50 TF=605.07 MH12 1 5 CB12 1 6 MH12 1 8 MH15 8 0 CB12 4 6 CB157 8 CB158 2 MH15 7 7 MH15 8 1MH15 8 3 CB16 1 4 W W STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST U.S. ROUTE 30 SPANGLER ROADSTA. 3667+60 STA. 3672+50 "NO B UI L DI N G S O B S E R V E D" LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 UNSU B DI VI D E D 06-0 3- 2 3- 3 0 0- 0 5 7- 0 0 0 0 06-03- 2 3- 3 0 0- 0 5 6- 0 0 0 0(P.O.B. ) EXCE P TI O N EXCE P TI O N EXCE P TI O N (P.O.B. ) EXCE P TI O N EXCE P TI O N (P.O.B. ) EXCE P TI O N ADVANTAGE CONSULTING ENGINEERS 80 MAIN STREET - SUITE 17 - LEMONT, ILLINOIS 60439847-260-4758PLAINFIELD MIX USEDEVELOPMENTPLAINFIELD, ILSUHAS PATELSP1CONCEPT SITE PLAN20 OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOH W CB1105CB1114CB1115MH1167CB1168CB1203MH1197TF=603.41TF=603.88TF=604.50TF=605.07TF=604.76TF=604.14TF=603.68MH1215CB1216MH1218MH1580CB1246CB1578CB1582MH1577MH1581MH1583CB1614WWSTST ST STSTSTSTSTSTSTSTST STSTSTSTSTSTSTU.S. ROUTE 30S P A N G L E R R O A D STA.3667+60STA.3672+50"NO BUILDINGS OBSERVED"LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7UNSUBDIVIDED06-03-23-300-057-000006-03-23-300-056-0000(P.O.C.)(P.O.B.)EXCEPTIONEXCEPTIONEXCEPTION(P.O.B.)EXCEPTIONEXCEPTION(P.O.B.)EXCEPTIONPROJECT STAFF ISSUE REVISIONS DATE PROJECT MANAGER: ENGINEER: ENGINEER: TECHNICIAN: G. LEHMAN RLA 1 REVIEW PLANS 09-06-18COPYRIGHT:THIS DRAWING SHALL NOT BE USED,REPRODUCED, MODIFIED OR SOLD EITHERWHOLLY OR IN PART, EXCEPT WHENAUTHORIZED IN WRITING BY THE ENGINEER.PROJECT NO.:00091ISSUE DATE:SEP. 26, 2018SCALE:SHEET NUMBERPLAINFIELD MIX USE DEVELOPMENT PLAINFIELD , ILLINOIS G. LEHMAN RLALANDSCAPE PLANS 2 REVIEW PLANS 09-26-18 21 OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW STWWSTST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST U.S. ROUTE 30SPANGLER ROADLOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7UNSUBDIVIDED WIDE KING 104 WIDE KING 106 KING 108 KING 110 KING 112 KING 114 ADA KING ROLL-IN 109 DOUBLE QUEEN 111 DOUBLE QUEEN 113 DOUBLE QUEEN 115 DOUBLE QUEEN 117 POOL RESTR. 103B ELECTRIC 105B POOL 100 WOMAN 118 FITNESS 121 MECHANICAL 105A CORRIDOR 134 POOL EQUIP. 103A HALL 132 MECH. 119 STAIR #2 107 PANTRY 116A MEN 116 SERVER 127BGEN MANAGER 125 EMP. BREAK ROOM 129B WORK AREA 130A LAUNDRY 127A EMPLOYEE BATHROOM 129A ELEV. LOBBY 123 VESTIBULE 126 MARKET 122 CHECK-IN 124 LOBBY 128 STAIR #1 131 BUFFET 120 CART STOR. SEATING 130B ELEC. 109A UP UP MAINTENANCESPRINKLER S SS S S S S S S S S S S S S1.11.41.21.41.01.31.40.91.21.41.01.11.41.00.91.31.10.81.21.00.60.80.40.30.40.60.61.01.21.51.41.10.90.70.80.91.21.51.51.31.11.11.31.51.41.10.80.50.30.20.70.80.80.80.91.01.21.31.31.21.00.90.91.01.21.41.41.31.21.21.31.41.41.20.80.60.40.31.01.11.00.90.90.91.01.11.11.00.90.80.80.91.01.21.21.11.11.11.11.21.21.00.80.60.40.31.31.31.11.01.00.90.90.90.90.80.80.80.80.80.91.01.01.01.01.01.01.01.00.90.70.60.50.31.51.40.70.60.60.60.60.70.80.80.80.80.80.80.90.80.70.60.50.31.31.21.10.90.50.50.50.50.50.50.60.60.60.60.60.60.70.70.70.60.60.40.91.00.90.80.70.70.50.70.80.70.70.80.90.70.50.60.60.61.11.00.40.60.60.61.41.20.50.60.60.61.31.10.60.70.70.71.10.90.91.00.90.70.80.61.21.20.60.41.41.31.00.90.70.60.60.50.50.50.50.50.50.50.60.60.60.60.60.60.70.70.70.60.50.31.31.31.00.90.80.80.80.70.70.60.60.70.70.70.80.80.80.80.80.80.80.90.70.60.50.31.01.11.00.90.90.90.90.90.90.80.70.80.80.80.91.01.00.90.90.90.91.01.00.90.70.60.50.30.70.80.80.80.91.01.11.11.10.90.80.80.90.91.11.21.21.11.01.01.11.21.21.00.80.60.50.30.50.60.70.91.11.31.41.31.10.90.80.91.11.31.41.41.11.11.21.31.41.20.90.60.40.30.40.60.71.01.21.41.41.00.80.70.70.91.21.51.41.00.91.11.31.41.20.80.50.30.20.20.50.50.60.30.20.10.30.50.81.01.31.31.00.70.50.30.20.20.30.40.60.91.21.41.20.80.60.40.20.10.10.20.20.40.30.70.61.10.91.20.91.30.91.40.91.31.41.21.41.01.30.90.80.20.60.20.50.40.80.61.00.81.10.00.00.10.10.10.10.20.20.20.30.40.50.50.40.30.20.20.20.20.20.20.10.10.00.00.10.10.20.30.50.50.40.30.20.30.40.50.50.30.20.10.20.30.40.50.50.40.30.20.20.20.10.10.00.00.00.10.10.20.30.40.40.30.20.10.10.10.10.20.30.40.40.30.20.10.10.00.00.00.10.10.20.20.20.20.10.10.00.00.00.00.00.00.10.10.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.30.30.40.50.50.50.40.40.30.30.30.30.30.40.40.40.50.50.40.40.30.30.20.10.10.10.10.10.10.00.00.00.00.10.10.20.40.50.50.30.20.10.00.00.00.00.10.20.30.40.50.40.30.20.20.40.50.50.50.50.40.40.40.50.50.50.40.30.40.40.40.40.40.40.40.40.40.50.50.50.40.40.40.40.30.20.10.10.20.20.30.30.30.20.20.30.30.30.30.20.10.10.00.0B @ 30'B @ 30'B @ 30'B @ 30'B @ 30'B @ 30'B @ 30'B @ 30'B @ 30'A @ 30'A @ 30'B @ 30'B @ 30'3"1'-0" 2'-6" MIN. 2'-6"27'-6"24" DIA.5'-6"#6 AWGSHIMMED AGAINST PIER CONCRETE.POLE BEARING PLATE SHALL NOT BELEVELING NUTS SHALL BE USED.ROD, 5/8" x 10'-0".COPPERWELD GROUNDCONTINUATION.FOR CIRCUITPVC CONDUITCIRCUIT CONTIN.PVC CONDUIT FORGROUND ROD.CADWELD CONN. TOPVC CONDUITS.PAINT TO MATCH POLE.CONCRETE PIER, FIELDW/#3 TIES 16" O.C.(6) #8 RE-BARSBOLT COVER.#6 GROUND CONDUCTORS.GROUNDING LUG INSIDE POLE.BOND SYSTEM GROUND TOOR TOP OF GRADE.PARKING LOT FINISH SURFACEANCHOR BOLTS (4).1" CHAMFER.GROUT POLE BASE.LEVELING NUT.HAND HOLE AND COVER.IN BASE. (TYPICAL ALL CONDUCTORS)BUSSMAN FUSE HOLDERS AND FUSES(TYPICAL ALL CONDUCTORS)LIGHTING CIRCUIT UP POLE.MOUNTING ARM, HUBBELLCATALOG No.MAL-4-1.NOTE:STRAIGHT SQUARE STEELPOLE, FACTORY PAINTEDDARK BRONZE.LED AREA LUMINAIRESEE SCHEDULE FOR LUMINARESSITE LIGHTING PLANSE101SCALE: 1" = 20'-0"1SITE PHOTOMETRIC PLAN N.T.S.LIGHT-POLE-DETAIL2DATE :JOB NO. :SHEET:MAS-18-149PLAINFIELD, IL AVIDNAME:REVISIONS :SHEET SIZE 24x36MICHAEL L. MAUST ARCHITECT These drawings are the property of Michael L. Maust, Architect and may not be reprinted, copied or reused in any manner without the expressed written consent of Michael L. Maust, Architect GENERAL NOTES -ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE ACCURACY OF THE DRAWING CANNOT BE GUARANTEED DUE TO DISCREPANCIES IN THE METHODS OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED FROM DIMENSIONED PLANS. -ALL DIMENSIONS, ROUGH OPENING SIZES, AND ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE GENERAL CONTRACTOR. MAUST ARCHITECTURAL SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN BROUGHT TO THEIR ATTENTION PRIOR TO CONSTRUCTION. 22 DATE :JOB NO. :SHEET:MAS-18-149PLAINFIELD, IL AVIDNAME:REVISIONS :SHEET SIZE 24x36MICHAEL L. MAUST ARCHITECT These drawings are the property of Michael L. Maust, Architect and may not be reprinted, copied or reused in any manner without the expressed written consent of Michael L. Maust, Architect GENERAL NOTES -ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE ACCURACY OF THE DRAWING CANNOT BE GUARANTEED DUE TO DISCREPANCIES IN THE METHODS OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED FROM DIMENSIONED PLANS. -ALL DIMENSIONS, ROUGH OPENING SIZES, AND ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE GENERAL CONTRACTOR. MAUST ARCHITECTURAL SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN BROUGHT TO THEIR ATTENTION PRIOR TO CONSTRUCTION.FIRST FLOOR PLANA101WIDEKING104WIDEKING106KING108KING110KING112KING114ADA KINGROLL-IN109DOUBLEQUEEN111DOUBLEQUEEN113DOUBLEQUEEN115DOUBLEQUEEN117POOLRESTR.103BELECTRIC105BPOOL100WOMAN118FITNESS121MECHANICAL105ACORRIDOR134POOLEQUIP.103AHALL132MECH.119STAIR #1107PANTRY116AMEN116SERVER127BGENMANAGER125EMP. BREAKROOM129BWORKAREA130ALAUNDRY127AEMPLOYEEBATHROOM129AELEV.LOBBY123VESTIBULE126MARKET122CHECK-IN124LOBBY128STAIR #2131BUFFET12012'-6"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"11'-7 1/2"5'-6 3/4"20'-10 1/2"7'-4 3/4"5'-6 3/4"25'-10"198'-2"3'-3 3/4"12'-6"3'-0 1/2"5'-9 1/4"11'-7 1/2"8'-5 1/4"3'-2 1/4"2'-4 1/2"9'-3"11'-7 1/2"61'-5 3/4"6'-2"2'-4 1/2"ADEFCC.6D.3E.5GA.1B123456789101112131415161718CARTSTOR.SEATING130BELEC.109AUPUPMAINTENANCESPRINKLER SCALE: 1/8" = 1'-0"1FIRST FLOOR PLAN10BBBBBAAAAAFEDCAAAAAA5'-4 3/4"2'-0"8'-0 3/4"11'-5 1/4"40'-2 3/8"16'-9 3/8"73'-3 1/4"5 1/2"7'-4"1'-10"24'-8 1/4"7'-2"26'-10 1/2"15'-7"7'-8"8'-0 1/4"7'-3 3/4"11'-8"7'-3 3/4"2'-6 1/4"2'-7"94'-4 1/2"3'-1 1/2"40'-8"1'-3"10'-4 3/4"10'-4 5/8"1'-7 3/4"4'-5 5/8" 11'-7 1/4"1'-9 3/4"13'-5 3/4"10'-8 1/2"9'-7"9'-7" 4'-2 3/4" 6'-0"6'-0" 5 1/2"6"7 7/8"CLCLCL CL11 121314151618127B131130A127B129A127A125116A118116119121109A107105B103B100103A5 1/2"4'-3 1/2"6'-5 1/4"5'-0"3'-6 3/4"9'-0"41'-3 1/8"11'-9"5'-0" 3'-0 1/2"3'-11" 46'-3"70'-5"6'-1 1/2"6'-2"132340 SQ. FTPOOLAREA7'-11 1/8"5'-5"1A1511A1522A2013A2014A2011A201CL CL CLCLCLCLCLCLCLCLKING KING ACC. (ROLL-IN SHOWER)FIRST FLOORTHIRD FLOORFOURTH FLOORROOM MATRIX44111272727TOTAL GUEST ROOMSTOTAL SQUARE FOOTAGE11,0423413792TOTALDOUBLE QUEEN SHEET NUMBERA501A501A503A50210011282SECOND FLOORWIDE KING KING ACC. (SHOWER)01A502100211002131111WIDE DOUBLE QUEEN0011241,8229 HEARING IMPAIRED 4 HANDICAP AND 1 ROLL-IN SHOWERA50330A505DOUBLE QUEEN ACC. (SHOWER)111DOUBLE QUEEN SIDE ENTRYDOUBLE QUEEN WIDE SIDE ENTRY0011101031A505A50410,26010,26010,26023 24'-0"12'-0 3/8"10'-0 3/4"7 5/8"7 5/8"16'-0" 14'-8 3/4"7 5/8"7 5/8" 15'-4 3/8"7 5/8"24'-0"4"7 5/8"3'-8 3/8"3'-2"12'-4"4"7 5/8"2x10 RO O F J O I S T S A T 1 6 " O . C . WITH JOI S T H A N G E R S A T B O T H E N D S 8'-0" 9'-4" 9'-4"8" CMU FOUNDATION AND EXTERIORWALL WITH (1) #5 REBAR AT 4'-0"O.C. AND SOLID GROUT - LAP ALLREBARS ACCORDING TO CODE8" CMU BOND BEAM WITH (2)#5 REBARS AT BOTTOMDOUBLE 2x10 BAND BOARDS WITHEXPANSION ANCHORS AT 2'-0" O.C.STAGGERED2x10 ROOF JOISTS AT 16" O.C.WITH JOIST HANGERS ATBOTH ENDSCONTINUOUS PRESSURETREATED 2x8 PLATEANCHORED INTO CMU BLOCKCONTINUOUS HORIZONTALREINFORCEMENT AT 16" O.C.VERTICALLYCONTINUOUS CONCRETE FOOTINGWITH (2) #5 CONTINUOUS REBARSAT BOTTOM1'-0"2'-0"CONTINUOUS 1/2" EXPANSIONJOINT AROUND CONCRETE SLABPERIMETER (TYPICAL)3/4" OSB ROOF DECKINGWITH "H" CLIPSROOFING MEMBRANE ON MINIMUM1 1/2" RIGID INSULATION4" REINFORCED CONCRETESLAB WITH 6"x6" 10/10W.W.M. ON CHAIRSEXTEND ROOFING MEMBRANEUP AND OVER PARAPET WALLPROVIDE TERMINATIONBARS WHERE REQUIRED8" REINFORCED CONCRETESLAB (SEE CIVIL DRAWINGSFOR DETAILS)3'-10" (TYPICAL) 3'-2" (TYPICAL)6" DIAMETER STEEL PIPE BOLLARDFILLED WITH CONCRETE ANDTOPPED WITH A HALF MOONCONCRETE CAP (TYPICAL)1'-6"CONCRETE COLD JOINT ATALL CONCRETE BOLLARDSCONTINUOUS 1/2" EXPANSIONJOINT AROUND CONCRETE SLABPERIMETER (TYPICAL)PREFORMED AND PREFINISHEDALUMINUM DOWN SPOUT ANDGUTTER SYSTEM (TYPICAL)CONTINUOUS METAL FLASHINGDRIP EDGECONTINUOUS METAL COPING(MATCH EIFS FINISH COLOR)PAINT ALL INTERIOR CMUSURFACES AND METAL PIPEBOLLARDS (TYPICAL)HSS 8" DIAMETER STEELGATE POST WITH 18"DIAMETER PIERS WITH (4)#5 REBARS VERTICALAND #3 REBAR TIES AT 16"O.C.8" REINFORCED CONCRETESLAB (SEE CIVILDRAWINGS FOR DETAILS)20'-0" (MINIMUM)MATCH GATE OPENING PLAN WIDTHELEV. 100'-0"T/FINISH FLOORELEV. 109'-5 1/2"T/WALLELEV. 96'-4"BTM/FOOTING3'-8"9'-5 1/2"6" DIAMETER STEEL PIPEBOLLARD FILLED WITHCONCRETE AND TOPPEDWITH A HALF MOONCONCRETE CAP ( 6TOTAL)PAINT ALL INTERIOR CMUSURFACES AND METAL PIPEBOLLARDS (TYPICAL)8" REINFORCED CONCRETESLAB (SEE CIVILDRAWINGS FOR DETAILS)6'-0"FROST PROOF HOSE BIB(TYPICAL)3'-0"6'-0"EQUALEQUALCLCLCLCL6'-0"3'-0"CLCL9"2'-0"CLCL 2'-0"CL9"CL9"CL9"CLDUMPSTER (TYPICAL)CONCRETE CONTROL JOINTS(TYPICAL)8"CL 8"CL4"WELDED AND PAINTEDMETAL GATE FRAME WITHPAINTED T-11 SIDING ANDHEAVY DUTY HINGES8" CMU FOUNDATION ANDEXTERIOR WALL WITH (1)#5 REBAR AT 4'-0" O.C.AND SOLID GROUT - LAPALL REBARS ACCORDINGTO CODECONTINUOUS CONCRETEFOOTING WITH (2) #5CONTINUOUS REBARS ATBOTTOM4" REINFORCED CONCRETESLAB WITH 6"x6" 10/10W.W.M. ON CHAIRSCONTINUOUS CONCRETEFOOTING WITH (2) #5CONTINUOUS REBARS ATBOTTOMSLOPESLOPE SLOPE (2) <3 1/2" x 3 1/2" x 5/16"STEEL ANGLES WITH 6" ENDBEARING AT EACH ENDSEALED CONCRETEFLOOR (TYPICAL)18" DIAMETER STEEL PIPECONCRETE FOOTING(TYPICAL)ELEV. 100'-0"T/FINISH FLOORELEV. 109'-5 1/2"T/WALL9'-5 1/2"CONTINUOUS METAL COPING(MATCH EIFS FINISH COLOR)PAINT ALL INTERIOR CMUSURFACES (TYPICAL)WELDED AND PAINTEDMETAL GATE FRAME WITHPAINTED T-11 SIDING ANDHEAVY DUTY HINGES8" CMU FOUNDATION AND EXTERIORWALL WITH (1) #5 REBAR AT 4'-0"O.C. AND SOLID GROUT - LAP ALLREBARS ACCORDING TO CODEELEV. 100'-0"T/FINISH FLOORELEV. 109'-5 1/2"T/WALL9'-5 1/2"PROVIDE DROP PIN LOCKS(TYPICAL)SCALE: 1/2" = 1'-0"1DUMPSTER PLAN(SEE SITE PLAN)SCALE: 1/2" = 1'-0"3DUMPSTER ELEVATIONGATE ELEVATIONSCALE: 1/2" = 1'-0"4DUMPSTER SECTIONSLOPESLOPECONTINUOUS METAL COPING(MATCH EIFS FINISH COLOR)8" CMU FOUNDATION AND EXTERIORWALL WITH (1) #5 REBAR AT 4'-0"O.C. AND SOLID GROUT - LAP ALLREBARS ACCORDING TO CODESCALE: 1/2" = 1'-0"2DUMPSTER ELEVATIONTYPICAL SIDE ELEVATION4A409SLOPE 2A4093A409HSS 8" DIAMETER STEELGATE POST WITH 18"DIAMETER PIERS WITH (4)#5 REBARS VERTICALAND #3 REBAR TIES AT16" O.C.MASONRY (MATCH HOTELFIRST FLOOR MASONRYDESIGN AND PATTERN)EIFS FINISH (MATCH HOTELFIRST FLOOR)3'-2"EIFS FINISH (MATCH HOTELFIRST FLOOR)EIFS FINISH (MATCH HOTELFIRST FLOOR)EIFS FINISH (MATCH HOTELFIRST FLOOR)DATE :JOB NO. :SHEET:MAS-18-149PLAINFIELD, IL AVIDNAME:REVISIONS :SHEET SIZE 24x36MICHAEL L. MAUST ARCHITECT These drawings are the property of Michael L. Maust, Architect and may not be reprinted, copied or reused in any manner without the expressed written consent of Michael L. Maust, Architect GENERAL NOTES -ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE ACCURACY OF THE DRAWING CANNOT BE GUARANTEED DUE TO DISCREPANCIES IN THE METHODS OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED FROM DIMENSIONED PLANS. -ALL DIMENSIONS, ROUGH OPENING SIZES, AND ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE GENERAL CONTRACTOR. MAUST ARCHITECTURAL SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN BROUGHT TO THEIR ATTENTION PRIOR TO CONSTRUCTION.A409DUMPSTER PLANS, SECTIONS,AND ELEVATIONS24