===== PDF PAGE 1 ===== [Extraction: embedded PDF text] Plan Commission/Zoning Board of Appeals Tuesday, October 15, 2024 - 7:00 p.m. West Chicago City Hall - Council Chambers 475 Main Street West Chicago, IL 60185 A G E N D A 1. Call to Order, Roll Call and Determination of a Quorum 2. Pledge of Allegiance 3. Chairperson’s Comments 4. Public Comment 5. Public Hearing of Case PC 24-10 – Preliminary Planned Unit Development and Zoning Map Amendment – Redwood USA, LLC – 30W300 North Avenue Redwood USA, LLC is proposing a mixed-use, planned unit development with two lots; Lot 1 proposed to have a 139 unit townhome-style rental development known as Redwood Apartments and Lot 2 to have future commercial development along North Avenue. 6. Review and Recommendation of Case PC 24-10 – Preliminary Planned Unit Development, Preliminary Plat of Subdivision, and Zoning Map Amendment – Redwood USA, LLC – 30W300 North Avenue 7. Public Hearing of Case PC 24-18 – Zoning Text Amendment – Uses in the M Manufacturing District – Data Centers – City of West Chicago – Open and Continue to November 6, 2024 Plan Commission Meeting 8. Petition Updates/Staff Report 9. Adjournment – Next Meeting Wednesday, November 6, 2024 The Rules of Procedure for the Plan Commission/Zoning Board of Appeals can be found on the City’s website at https://westchicago.org/community-development/ cc: Plan Commission Members School Districts #25, #33, #94, #303, #46 Mayor West Chicago Fire Protection District City Council West Chicago Park District M. Guttman West Chicago Public Library District T. Dabareiner DuPage County Building & Zoning M. Patel Warrenville Plan Commission ===== PDF PAGE 2 ===== [Extraction: embedded PDF text] City of West Chicago Community Development Department Report for the Plan Commission/Zoning Board of Appeals October 15, 2024 Case: PC 24-10 Petitioner: Redwood USA, LLC d/b/a Redwood Living, Inc., 7007 East Pleasant Valley Road, Independence, OH 44131 represented by Paul DeKruiff, Vice President of Acquisitions Owner: Chicago Title Land Trust Company Trust #61558 Location: North side of Illinois Route 64 (North Avenue) at Atlantic Drive, approximately 1,275 feet west side of Illinois Route 59 (Neltnor Boulevard), commonly known as 30W300 North Avenue Zoning: R-6 Multi-Family Residence District and B-3 Regional Shopping District Existing Use: Vacant/Wooded Comp Plan: Corridor Commercial and Residential Requests: A Preliminary Planned Unit Development (PUD), in accordance with Article XV of the Zoning Code, a Preliminary Plat of Subdivision, in accordance with Article XI of the Subdivision Regulations Code, and a Zoning Map Amendment, in accordance with Section 5.6 of the Zoning Code. Summary: The proposed 139-unit townhome-style development, known as Redwood Apartments, and future commercial development along North Avenue is consistent with the Comprehensive Plan as well as the intent and purpose of the Planned Unit Development regulations of the Zoning Code. Recommendation: Staff recommends the Plan Commission adopt the Findings of Fact suggested by staff on page 3 of this report and pass a motion recommending APPROVAL of the proposed Preliminary PUD, Preliminary Plat of Subdivision, and Zoning Map Amendment subject to the following conditions: 1. That the site be developed in substantial conformance with the following plans: a. Preliminary PUD Plan, consisting of 3 sheets prepared by Cemcon, Ltd. dated April 24, 2024 with a revision date of August 16, 2024. b. Preliminary Engineering Plans, consisting of 4 sheets, prepared by Cemcon, Ltd. dated April 24, 2024 with a revision date of August 16, 2024. c. Landscape Standards, prepared by Redwood USA, LLC d. Building Floor Plan and Elevations, consisting of 6 pages, prepared by MPG Architects, dated August 9, 2023. Public Notice. All public notice requirements were completed including a notice of public hearing published in the Daily Herald on Monday, September 30, 2024, notification to all property owners within 250 feet of the subject property, and placement of hearing signs on the property visible from Illinois Route 64. The hearing signs placed on the property were in both English and Spanish. Adjacent Property Zoning and Land Use Information Location Adjacent Zoning Adjacent Land Use Comprehensive Plan North ER-1 Estate Residence; Single-Family Residential Single-Family Residential; Unincorporated (Woods of St. Andrews); Parks and Open Space DuPage County DuPage County Forest ===== PDF PAGE 3 ===== [Extraction: embedded PDF text] PC 24-10 Redwood Apartments October 15, 2024 Preserve South B-2 General Business; Vacant; Stormwater Corridor Commercial; ER-1 Estate Residence; Management Area; Industrial M Manufacturing; B-3 Commercial Regional Shopping East R-6 Multi-Family Multi-Family Residential Multi-Family Residential; Residence; R-4 Single- (Wood Glen Senior Single-Family Residential Family Residence Residences and Aperion Care); Single-Family Residential (Pasquinelli’s Ashmore Estates) West ER-1 Estate Residence DuPage County Forest Parks and Open Space Preserve Existing Conditions. The subject property is a 42.49-acre vacant tract of land made up of two parcels located on the north side Illinois Route 64 (North Avenue) at Atlantic Drive, approximately 1,275 feet west of Illinois Route 59 (Neltnor Boulevard). The front half of the property is located in the B-3 Regional Shopping District with the rear half located in the R-6 Multi-Family District. The property has a small existing access at the signalized intersection of North Avenue and Atlantic Drive. The property is heavily wooded on the east portion of the property and contains multiple wetlands. A 1-acre tract of land improved with two structures is located on North Avenue, surrounded by the subject property, but is not part of the proposed development. The property was previously approved in 2007 for a mixed-use development known as Kipling Woods at St. Andrews that consisted of 105 owner-occupied townhomes with commercial development along North Avenue. As a result of the downturn in the economy shortly after approval, the project never moved forward. Proposal. The petitioner is proposing a mixed-use Planned Unit Development (PUD) somewhat similar to the Kipling Woods development, with a Preliminary Plat of Subdivision for two lots. Lot 1, approximately 31 acres located near the rear of the property, will consist of a townhome-style rental complex known as Redwood Apartments with Lot 2, approximately 10 acres located along North Avenue, consisting of future commercial development. Both lots will have access to North Avenue from the existing stub at the north leg of the signalized intersection of North Avenue and Atlantic Drive. The townhome-style rental development, and all associated infrastructure such as access drives, will be owned, operated, and maintained by Redwood USA, LLC. The commercial lot may be sold off by Redwood to future commercial users for development. As a PUD, the Redwood lot is permitted to have a density of no more than 6.69 dwelling units per acre, or 215 total dwelling units. The proposal will have a total of 139 dwelling units, with a density of 4.71 dwelling units per acre. No plans have been submitted for the future commercial development of Lot 2. Approval of any commercial development on Lot 2 will occur during final PUD approval of the lot. Roadway Access. North Avenue is a State arterial roadway under the jurisdiction of the Illinois Department of Transportation (IDOT). The petitioner is proposing to use the existing signalized intersection of North 2 ===== PDF PAGE 4 ===== [Extraction: embedded PDF text] PC 24-10 Redwood Apartments October 15, 2024 Avenue and Atlantic Drive to construct an access drive into the site. An existing driveway stub is located on the north leg of this signalized intersection. The petitioner is also proposing a second access point on North Avenue on the western end of the site to be a right-in/right-out only. Final approval from IDOT shall be required prior to issuance of any permits for the site. The internal drive on the Redwood portion of the site will all be owned and maintained privately by Redwood USA, similar to a parking lot access drive. Stormwater/Utilities. Preliminary engineering for the site, including utilities and stormwater management facilities have received preliminary approval pending sign off from DuPage County regarding wetlands on the property. The petitioner has previously received approval from the Army Corps of Engineers regarding the wetlands. No floodplain exists on the property. Utilities will be stubbed at the commercial lot along North Avenue for future development. Parking. Each townhome unit will have a two-car garage with driveways capable of having two parked cars. The amount of parking for each unit satisfies the minimum parking requirements per dwelling unit. Landscaping. The proposed residential development will have perimeter landscape screening consisting of shade, evergreen, and ornamental trees with mounding. Each cluster of townhome units will have significant foundation landscaping with shrubs and perennials. Units will also have shade trees in the front along the access drives. The type and amount of landscaping to be provided will substantially conform to the City’s landscape standards. A final landscape plan will be required with the submission of the Final PUD for a more detailed review of the proposed landscaping. Zoning Map Amendment. The entire property currently has split zoning with the front portion along North Avenue in the B-3 Regional Shopping District and the balance of the property in the R-6 Multi-Family Residence District. The district lines will be amended slightly so that Lot 2, the commercial lot, will be located entirely within the B-3 district and Lot 1, the Redwood lot, will be located entirely within the R-6 District. Planned Unit Development Findings of Fact As stated under Section 15.8 of the Zoning Code, the Zoning Board of Appeals shall set forth to the City Council the reason for the recommendation, and said recommendation shall set forth with particularity in what respects the proposal would be in the public interest, including, but not limited to, findings of fact on the following: (A) In what respects the proposed plan is consistent with the comprehensive plan and the stated purpose and intent of the planned unit development regulations. The proposed plan of commercial along North Avenue and residential on the balance of the property is consistent with the Comprehensive Plan, which indicates corridor commercial along North Avenue with residential in the rear of the subject property. Staff is of the opinion the petitioner has satisfied this finding. (B) The extent to which the proposed plan meets the requirements and standards of the planned unit development regulations. 3 ===== PDF PAGE 5 ===== [Extraction: embedded PDF text] PC 24-10 Redwood Apartments October 15, 2024 The proposed Planned Unit Development complies with the requirements and standards contained in Section 15.7 and Section 15.7-2 of the Zoning Code. No variations to these requirements are sought to accomplish the project. Staff is of the opinion the petitioner has satisfied this finding. (C) The extent to which the proposed plan departs from the zoning and subdivision regulations otherwise applicable to the subject property including, but not limited to, the density, dimension, area, bulk and use and the reasons why such departures are deemed to be in the public interest. No deviations from the Zoning Code for the residential development are being sought. All requirements of the R-6 Multi-family District have been satisfied. Staff is of the opinion the petitioner has satisfied this finding. (D) The method by which the proposed plan makes adequate provision for public services, provides adequate control over vehicular traffic, provides for and protects designated common open space and furthers the amenities of light and air, recreation and visual enjoyment. The proposed development will utilize the existing signalized intersection at North Avenue and Atlantic Drive and will construct an access drive from the north leg of this intersection. The proposal received preliminary approval for engineering and will have a more in depth review of stormwater and utilities during final engineering. Approximately sixty percent of the site will remain as common open space, to be maintained by Redwood. The proposed townhomes are one-story and will limit obstruction of light and air to surrounding properties. Staff is of the opinion the petitioner has satisfied this finding. (E) The relationship and compatibility of the proposed plan to the adjacent properties and neighborhood. The subject property is adjacent to two existing multi-family residential developments to the east with single-family developments to the north and northeast. The proposed townhome-style rental units will be consistent with the existing multi-family developments in the area and will provide a transition between the future commercial development along North Avenue and the existing single-family homes to the north and northeast. Staff is of the opinion the petitioner has satisfied this finding. (F) The desirability of the proposed plan as regards physical development, tax base and economic well-being of the city. The proposed plan is a mixed-use development with future commercial opportunities along North Avenue and proposed multi-family residential in the rear, both consistent with the City’s Comprehensive Plan. The future commercial opportunities along North Avenue will enhance the City’s economic base and provide retail opportunities west of the Route 59/North Avenue commercial hub. Furthermore, the proposed residential development provides additional housing options for the City, consistent with the goals and objectives within the Comprehensive Plan. Staff is of the opinion the petitioner has satisfied this finding. Zoning Map Amendment Findings of Fact: Per Section 5.6-3, the Plan Commission shall prepare findings of fact concerning each of the following matters for proposals involving amendments or alterations of district boundaries: 1. The existing uses and zoning of the property in question. The subject property contains two zoning districts – the B-3 Regional Shopping District along North Avenue and the R-6 Multi-Family Residence District on the balance of the property. The 4 ===== PDF PAGE 6 ===== [Extraction: embedded PDF text] PC 24-10 Redwood Apartments October 15, 2024 property is currently vacant but was placed in these districts in anticipation of a mixed-use development known as Kipling Woods, which never came to fruition. 2. The existing uses and zoning of other lots in the vicinity. Other properties along North Avenue in the general vicinity are also located within the B-3 District and have commercial uses. Multiple lots adjacent to the east of the balance of the property are within the R-6 district and contain multi-family dwelling structures. 3. Suitability of the property in question for uses already permitted under the existing regulations. The subject property is suitable for the existing districts in which it is located in. The proposed development, however, requires a slight modification to the zoning district lines to accommodate the mix of residential use in the rear of the property and the future commercial use along North Avenue. 4. Suitability of the property in question for the proposed use. As previously mentioned, the proposed development requires a slight modification to the zoning district lines to accommodate the mix of residential use in the rear of the property and the future commercial use along North Avenue. 5. The trend of development in the vicinity of the property in question, including any recent zoning activity. The trend in the development in the general area is consistent with B-3 lots along North Avenue and R-6 lots immediately to the east. 6. The effect the proposed rezoning would have on implementation of the Comprehensive Plan. The proposed zoning is consistent with the City’s Comprehensive Plan. 7. Impact on surrounding properties. The proposed rezoning will not affect the surrounding properties. The rezoning is only to modify the existing district lines slightly to accommodate the new development. 8. Impact on health, safety, or welfare of the community. The proposed rezoning will not have a detrimental impact on the health, safety, nor welfare of the community and will be consistent and compatible with other zoning in the general vicinity. Exhibits. Exhibit A – Location Map Exhibit H – Preliminary Engineering Plans Exhibit B – Zoning Map Exhibit I – Building Floor Plans and Elevations Exhibit C – Aerial Photo Exhibit J – Landscape Standards Exhibit D – Planning Objectives Exhibit K – Traffic Impact Statement Exhibit E – Plat of Survey Exhibit F – Preliminary Plat of Subdivision Exhibit G – Preliminary PUD Plans 5 ===== PDF PAGE 7 ===== [Extraction: no text detected] [No text detected on this page; page may be blank, photographic, or graphical.] ===== PDF PAGE 8 ===== [Extraction: OCR (rendered-page OCR)] eee eee < ekeanbe paws ne ===== PDF PAGE 9 ===== [Extraction: no text detected] [No text detected on this page; page may be blank, photographic, or graphical.] ===== PDF PAGE 10 ===== [Extraction: OCR (rendered-page OCR)] Statement of Planning Objectives The PUD seeks to achieve a balance of the overall site and isin harmony with prior planning submittals. The petitioner is under contract to purchase from the seller sections in Red, Purple, and Green (approximately 32+ acres) as show below. This portion of the site will be designated for higher density multifamily use with private drive aisles. This use will serve as a transitional use between the existing single-family housing to the north and the owners’ remaining commercial pursuits. To the eastis a high density rehabilitation facility, and to the west is an open wetland. Covenants, Conditions, Restrictions, and Easements The existing owners (or those that might become the owners) of the Yellow portion shown below, and the petitioner will share two ROW’s and two detention facilities, shown in Blue and Purple, respectively. This shared infrastructure will be managed with easements, wherein, the owner will keep the land under the ROW, and the petitioner will take the land under the detention facilities. Building cost and long-term maintenance costs have been established and will be included in the final easement document. The easement document will serve as an HOA, assigning each party beneficial interests, rights, and responsibilities. No city participation in costs is currently requested. Phasing Schedule The development plan currently anticipates one phase. Statement of Current and Proposed Ownership The development plan anticipates that the current owner will retain the portion of the site in Yellow (anticipated commercial) and Blue (ROW), see below. While the remainder of the site will transfer to the petitioner for multifamily development. Jt mE >| Faliiocs ===== PDF PAGE 11 ===== [Extraction: OCR (rendered-page OCR)] Army TraitRd~ SHEET 1 OF 3 LINE/SYMBOL/ABBREVIATION LEGEND A. L = T A./N a S . fF " S " NOUGENT PROPERTY OR ROM. UNE LAND TITLE SURVEY -—+=-—— EASEMENT LIMITS ——---—— SECTION LINE COMMON ADDRESS: 30W300 NORTH AVENUE, WEST CHICAGO, IL 60185 _ QUARTER SECTION LINE PARCEL INDEX NUMBERS: 01-28-300-—009 & 01—28—300-—011 _ Smith Rd FIP FOUND IRON PIPE NE. COR. OF THE SW. 1/4 FIR FOUND IRON ROD OF SEC. 28—40-9 R.O.W. RIGHT OF WAY DIVERSEY 1318.4’) PARKWAY 7 _ 7 —“ N. LINE OF SW QUARTER SECTION 28-40-9 120 60 0 120 Sic cg RNY DRAWING PATH: P:\848032\DWG\SURVEY\DRAWINGS\PLATS\ALTA 2024.DWG aA SITE SECTION CORNER t 5 LOCATION = LOT 1 FOREST PRESERVE DISTRICT FRANCISCAN FATHERS ASSESSMENT PLAT a 7 PER DOC. R90-136316 SCALE: 1 INCH = 120 FEET VICINITY MAP BROKEN FOREST PRESERVE . DISTRICT MONUMENT ud 26 | ___1_- NORRIS AVENUE A 0.47" N » Se Lo f_ FIP 3/4 ao OPEN & PUBLIC ROAD , “d , ° 0.24 E 0.20’ N SS (HERETOFORE DEDICATED SURVEYORS NOTES. 3% FIR o/6 a, = iS 5 6 7 8 27 WwW PER DOC. R89-124482) ie) : \v . wo = 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM Zs oN 0.10’ W oO S 78 15’29” io WOODS OF ST. ANDREWS & FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE DT oz we, E 87 S PARCEL 2 PER DOC. R89-124482 (40-] “- , SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND as se 0.10’ , Ze ROBERT BARTLETT'S OAK MEADOWS SUB. UNIT 3 2 Pe UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, x 8 70.09 us PER DOC. R53-695749 FIR 1/2" zr os EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES oS 30 ly = _ FIR 1/2 fy < oS NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN Ge wf : al N 88°41708” E 1319.90 29 < era THE EXACT LOCATION INDICATED ALTHOUGH HE DOES STATE THAT 5, £e a ~~! ~ oO rize) inn FIP 3/4 N yaqS ~L aro 10. ITEM 11 OF TABLE ”A” OPTIONAL SURVEY REQUIREMENTS AMENDED oF oN 7815 257 7 | ~ > og? DRAMAGE ERS MENT ro) 8 g\ BY ITEM 20 LIMITING UTILITY DATA TO SURFACE INDICATION ONLY. ow (N yg", Sat ep | ~~_]* PER DOC. R90-057504 7.) g NO UTILITY DATA SHOWN SUPPLEMENTED BY ATLAS ETC. 4 W) he ~ (N 11°06’ E) (S 78°54’ E) : ee 11. CHARACTER/LOCATION OF EVIDENCE OF VISIBLE OCCUPATION OR S 11°44'40" W N 7815'20" W FIP 4 lr BIS 35 7 se POSSESSION SHOWN ALONG PERIMETER BOUNDARY OF SUBJECT SITE. 127.40’ 341.92 PvP al aap so S 11°06’ W , _ i ee 12. POTENTIAL VISIBLE ENCROACHMENTS SHOWN, IF APPLICABLE : 11°44°40" oe IL. p ~ ~ so LOT 1 (SURVEYOR HAS NO OPINION AS TO OWNERSHIP OF SAID 197.40" FIP 3/4 (N OUTE 6 § EASEMeny NL 0.38’ N ORT, 4 ECREAN, FoR ~ ENCROACHMENTS) 5 H A PER CATIONAL ~ . 0.78" W Hep Pus pENUE) Doc. R73_ooRPOSES eee 13. EVIDENCE OF VISIBLE UNRECORDED EASEMENTS SHOWN, IF PER Doc. pi evica S, N 784 > $ ee APPLICABLE. # & 334055) 20” w 5 m™ 1g ? 14. POSSIBLE NON—DOCUMENTED EASEMENTS FOR UTILITIES SHOWN 8 7.83 POINT OF BEGINNING WHERE DELINEATED & VISIBLE ON SURFACE. aS) !} 15. NO VISIBLE EVIDENCE OF CEMETERIES OR BURIAL GROUNDS N. LINE Nor ~ OBSERVED. TH AVENUE 16. NO VISIBLE WATER FEATURES OBSERVED (i.e. STREAMS, PONDS, ETC.). FIP 3/4 0.44’ SW 17. NO GAPS OR OVERLAPS FOUND WITH RESPECT TO ADJOINING 0.95" W PROPERTIES AND RIGHTS OF WAY. 18. THE PROPERTY MAPPED HEREON IS NOT THE SAME AS THAT DESCRIBED IN THE TITLE COMMITMENT REFERENCED IN SURVEYOR’S PARCEL DESCRIPTION SCHEDULE B SURVEY RELATED TITLE EXCEPTION NOTES NOTE #3. a a PARCEL 1: 4. A 100 FOOT EASEMENT FOR RECREATIONAL PURPOSES GRANTED TO THE CITY OF WEST CHICAGO BY GRANT OF EASEMENT PER DOC. R73—20814, AND THE TERMS AND THAT PART OF SECTION 28, TOWNSHIP 40 NORTH, RANGE 9, EAST OF THE THIRD PRINCIPAL MERIDIAN CONDITIONS CONTAINED THEREIN: PLOTTED. SURVEYOR’S CERTIFICATE DESCRIBED AS FOLLOWS: 7 PREPARED FOR: 5. AGREEMENT CREATING AND CONFIRMING COVENANTS RUNNING WITH THE LAND PER REDWOOD USA, LLC BEGINNING AT THE SOUTHWEST CORNER OF LOT 1 OF WOOD GLEN P.U.D. PER DOC R2003-060121, DOC. R90-051060, AND THE TERMS AND CONDITIONS CONTAINED THEREIN.: DOES NOT TO: STEWART TITLE GUARANTY COMPANY POINT ALSO BEING ON THE NORTH LINE OF NORTH AVENUE PER DOC.’S 252194 & 334933; THENCE, PLOT. PREPARED BY: REDWOOD USA LLC, AN OHIO LIMITED LIABILITY COMPANY NORTH 78 DEGREES 15 MINUTES 20 SECONDS WEST 1047.83 FEET ALONG SAID NORTH LINE OF NORTH Se Aha els AVENUE; THENCE NORTH 11 DEGREES 44 MINUTES 40 SECONDS EAST, 424.86 FEET; THENCE NORTH 6. ORDINANCE NO. 2619, AN ORDINANCE PROVIDING FOR THE RECAPTURE AND COSTS CEMC ON Ltd THIS IS_TO CERTIFY THAT THIS MAP oR SAA SRE IRD DETAIL 89 DEGREES 30 MINUTES 57 SECONDS WEST, 189.92 FEET; THENCE WESTERLY ALONG A CURVE TO FOR THE CONSTRUCTION OF A WATERMAIN AND SANITARY SEWER ALONG NORTH AVENUE, 5) ° S E eeMiGs oR ALTA EES GND oe SUnievs “JONI ESTNBLISHED THE Riga WTH A RADIUS OF 116,00 FEET. A LENGTH OF 23.51 FEET_AND_ A CHORD BEARING OF PER DOC. R93—-030706, AND THE TERMS AND CONDITIONS CONTAINED THEREIN: DOES Consulting Engineers, Land Surveyors & Planners NOT_PLOT. 2280 White Oak Circle, Suit , Illinoi AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 8, 11 AND SECONDS WEST, PARALLEL TO THE NORTH LINE OF NORTH AVENUE, 1166.78 FEET TO A POINT ON e0502-675 PH, BS0BR> o100, FAL ean eoi8e 20 OF TABLE ”A” THEREOF. THIS PROFESSIONAL SERVICE CONFORMS TO THE THE SOUTHEASTERLY LINE OF LOT 1 OF FOREST PRESERVE DISTRICT FRANCISCAN FATHERS 7. EASEMENT AGREEMENT PER DOC. R93-106645, AND THE TERMS AND CONDITIONS E-Mail: cadd@cemcon.com Website: www.cemcon.com CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY ASSESSMENT PLAT PER DOC. R90—136316; THENCE NORTH 22 DEGREES 48 MINUTES 08 SECONDS CONTAINED THEREIN: PLOTTED OFFSITE EASEMENT IS FOR THE BENEFIT OF SUBJECT ; . EAST, 339.24 FEET ALONG SAID SOUTHEASTERLY LINE TO THE SOUTHERLY LINE OF SAID LOT 1 OF PROPERTY. DISC NO.: 848032 FILE NAME: ALTA 2024 THE FIELDWORK WAS COMPLETED ON AUGUST 16, 2023. FOREST PRESERVE DISTRICT FRANCISCAN FATHERS ASSESSMENT PLAT; THENCE SOUTH 78 DEGREES 15 DRAWN BY: SMR FLD. BK. / PG. NO.: NOTES MINUTES 20 SECONDS EAST ALONG SAID SOUTHERLY LINE, 870.10 FEET TO A POINT ON THE EAST 8. RIGHTS OF THE PUBLIC, STATE OF ILLINOIS AND THE MUNICIPALITY IN AND TO THAT COMPLETION DATE: 10-25-2023 JOB NO.: 848.032 DATED THIS 2nd DAY OF FEBRUARY, 2024. LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 28 SAID POINT BEING PART OF THE LAND TAKEN OR USED FOR ROAD PURPOSES, IF ANY: DEDICATED. 7 : COINCIDENT WITH THE SOUTHWEST CORNER OF PARCEL 2 IN ROBERT BARTLETT'S OAK MEADOWS SUB. ROADWAYS PLOTTED. PROJECT REFERENCE: UNIT 3 PER DOCUMENT R53—695749; THENCE NORTH 88 DEGREES 41 MINUTES 08 SECONDS EAST, CHECKED BY: 10—30-23/JRP _ 02—06—24/JRP —— — oo —— ALONG THE SOUTH LINE OF SAID ROBERT BARTLETT'S OAK MEADOWS SUB. UNIT 3 AND ALSO THE 9. RIGHTS OF WAY FOR DRAINAGE DITCHES, TILES, FEEDERS AND LATERALS, AND OTHER REVISIONS: 1—26—24/SMR REVISE PER REDWOOD TAKING JEFFREY R. PANKOW, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3483 SOUTH LINE OF WOODS OF ST. ANDREWS PER DOC. R89-124482, 1319.90 FEET TO A POINT ON THE DRAINAGE EASEMENTS, IF ANY: VISIBLE STORM APPURTENANCES AND TILES PLOTTED. 3-18-—24/SMR ADD ESMNT PER SCH B ITEM 11 MY REGISTRATION EXPIRES ON NOVEMBER 30, 2024 EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 28; THENCE SOUTH OO DEGREES 26 4-12-24/FCT REVISED BNDRY & LEGAL PROFESSIONAL DESIGN FIRM LICENSE NUMBER 184-002937 MINUTES 13 SECONDS WEST ALONG SAID EAST LINE, 1036.78 FEET TO THE POINT OF BEGINNING. 11. GRANT OF DRAINAGE EASEMENT PER DOC. R90—057504 AND THE TERMS AND 4—-16-24/JRP REVISED LEGAL EXPIRES APRIL 30, 2025 CONDITIONS CONTAINED THEREIN: PLOTTED. PLOT FILE CREATED: 4/16/2024 BY: JEFF PANKOW Copyright © 2024 Cemcon, Ltd. All rights reserved. ===== PDF PAGE 12 ===== [Extraction: embedded PDF text] 5 9. 8. 7. 6. 5. 4. 3. 2. 1. - - - - - - - - UNITS: TOTAL SITE REAR FRONT FRONT FRONT REAR REAR SIDE 139 6 26 2 9 10 20 17 49 TO BUILDING DENSITY: TO TO TOTAL PROPOSED TO TO UNIT SITEPRIVATE (REDWOOD IMPERVIOUS PROVIDED PARKING: INTERIOR YARD YARD BUILDING SIDE REDWOOD COMMERCIALDRIVE: SIDE TOTAL GUEST SIDE SIDE REAR GARAGE FRONT UNITS* WILLOWOOD CAPEWOOD CAPEWOOD MEADWOOD MEADWOOD AREA: AREA: DRIVEWAY = HAYDENWOOD FORESTWOOD FORESTWOOD ZONING: SETBACKS: UNITS UNITS : R6 4.50 UNITS PARKING SEPERATIONS: BREAKDOWN UNITS UNITS DEVELOPMENT) EXTENDED EXTENDED OUTLOT UNITS EXTENDED A DEVELOPMENT DEVELOPMENT PER GARAGE AREA: AREA: AREA: (REDWOOD) GARAGE & GARAGE ACRE 55 27 45 70 55 20 B3 50 574 18 278 278 153,599.50 14.76 UNITS INFORMATION: AC. 139 FT. UNITS FT. FT. FT. FT. FT. FT. FT. UNITSL.F. 4.71 49.80% TOTAL 42.49± OF DU/AC. 1.25± 30.88± 10.36± (COMMERCIAL) UNITS AC. AC. AC. AC. (0.19%) (0.84%) (0.07%) (0.29%) (0.32%) (0.65%) (0.55%) (1.59%) TOTAL 5 NORTH AVE. (RTE. 64) 2 MANAGEMENT STORMWATER 2 2 2 ===== PDF PAGE 13 ===== [Extraction: OCR (rendered-page OCR)] DRAWING PATH: P: \848032\DWG\ENG\DRAWINGS\PRELIMINARY\PREOVER_C3D_848032.DWG PLOT FILE CREATED: 8/16/2024 BY: DAVID DEMAY PROJECT LOCATION DIVERSEY. PKWY MORRIS AVE ATLANTIC DRI LOCATION MAP PRELIMINARY P.U.D. REDWOOD - FOR N No 22 = | 0O 5 A lone on OO Oo Sy Li} u ro < a) Og = ZWY ~~ Le Lj C OUTLOT A 54,292 S.F. a/ etal Pipe Vent Pipe s Dy — 212.40 (WEST ) WEST CHICAGO FOREST Pp (S 11°06’ W) N 11°44’40” E 5g LOT 1 Nx PRESERVE DISTRICT — FRANCISCAN FATHERS 7 = ASSESSMENT PLAT = ne FR DOC. R9YO—-136316 LS a S3 wly — al3 Ta) e+e \ $5 ive | as ~ a a e\ e e & & re e F \ F F F 8 F " ® 8 oe ee te I F F F \ [2 \ F / \ ! | Fk kt kgs 5 kt Fk a2 oe . | LOT 2 451,128 S.F. 10.36 AC. DRIVE SHEET 2 OF 3 60 30 0 60 se SCALE: 1 INCH = 60 FEET PREPARED FOR: REDWOOD USA, LLC 7007 EAST PLEASANT VALLEY ROAD INDEPENDENCE, OH 44131 (216) 254-8425 PREPARED BY: CEMCON, Ltd. Consulting Engineers, Land Surveyors & Planners 2280 White Oak Circle, Suite 100 Aurora, Illinois 60502-9675 PH: 630.862.2100 E-Mail: info@cemcon.com 848032 FAX: 630.862.2199 Website: www.cemcon.com DISC NO.: DRAWN BY: DDD COMPLETION DATE: XREF : TOPO_2008 REVISED: 2024—08-—16/ARF FILE NAME: PREOVER_C3D_848032 FLD. BK. / PG. NO.: BK./PG. 2024-04-24 JOB NO.: 848.032 PROJECT MANAGER : KTS Copyright © 2024 Cemcon, Ltd. All rights reserved. ===== PDF PAGE 14 ===== [Extraction: OCR (rendered-page OCR)] DRAWING PATH: P: \848032\DWG\ENG\DRAWINGS\PRELIMINARY\PREOVER_C3D_848032.DWG PLOT FILE CREATED: 8/16/2024 BY: DAVID DEMAY DIVERSEY. PKWY MORRIS AVE PROJECT LOCATION ATLANTIC DRI LOCATION MAP PRELIMINARY P.U.D. REDWOOD WEST ROBERT BARTLETT'S OAK MEADOWS SUB. UNIT 3 (EAST) CHICAGO VWwwuyvwvYewy - PER DOC. R89—-124482 of Undergr¢u ids per Nicor Pb Of shed Garage a (791. Ld ld 2|2 PER DOC. R53-695749 NoRgls ROAD—| Ps} . Ps} Asp! ge Surface el 3 ” , “ $5 N 88°41'08" E 1319.90 “1 3 - VEHICULAR ACHES - { | 8 | a2 _ —_ 5) oc BH sy ~ | ae a - ct = U oY EES & BRU jo. A > y, Fol Plelala!! |aaidelliaaltela|! | a OLE asso | an BLANKET EASEMENT ~ 35 5 (Af fs HEREBY, GRANTED OVER ON 5 — [ ! So’ OT\1 PY AREAS _ se cy, ale Zs ss | tame “ INENYiFRD AS\EXCEPTIONS * * re y TQ BAANKET EA ENT. X G 8 _— | - 8 ak W sao AB: T “ “ | =35.0° 5 1 7 7 7 uJ 18.7! ab.79° ; e wee OP] CHE | OID], [OD] 4HD |O : 2 os SD V ar x ~ “ “ “ — —_ ——_/ <> xox 2 . E — rs 7 l @®D : . . res A J K | [ag oS — 18.77 [\ ot g | DLE ND |] | DOO [SD @D we OO} Cie OO]! |OIO|RE wT ¢ T 2 EC 5 OT 1 | | | 45° |R489.0'— R=25.0' R=35, < =45! 1,345,330 S.F.. fa ss — > ee I) os 30.88 AC. | } ale] IE Ss ALDINNS — : se ~ Y - + - - L - Nid = TYP. ~* - , ‘ 5s 0° ’ ” } y f : 1 | R=¥5.0° a ROAD A r— : R=111.0° N 8 9 O 5 / W — NE DP. R#61.0" & sso) 1 ] + l pa85.0" 1 8 9 \ ? ~~ R#111.0° | # i 20.86" 00 Ie SASS! IS CIS ele! ld okalsfel lola laealslowet | a 7 L lor M Le EX | EX EX N EX EX | EX | EX EX EX | EX EX ; f ? ON] _ _ | 21° R 14.00 st ) , 8 - Ss S 1 asi Sr = 5 5 Hrg.= “es Ly — _ Hy [I]. . 3 g 9 a — Gn orm 13121” W = es 1 n“ EX tt CC | x so ce: , — ae ae ae ae alts] ae [ ~~ STORMWATER /& “Qe : > MANAGEMENT se ee "ORIN A | So pag : EX | . . . . . . \ F 7 soll | boos °e lie y fe ton oF up * * ~ : PlUrY Lines 20 und of EX : 3 7 ; © Atlas . . "sinae . — a on %&, IN EX . a SB]. eas x | 7S i ae ae ae ae me ».R=A61.0' ,APUTE 6 als ———— ~ RECRE AN FOR ° a Iv ~~ ma oa =) EATIO ea 6/8 PP ER Doc NAL PUR Arm " Le ED “ 73-96 bg SES IF ORE S™ I] ly & Iv Access O OR 4 DEDIC, gH! menue. ePSo4 & 33 3) 7 O . 4 N ‘0 RT, ay : — Bd Hs Sil xf = " AVENUE (IL — _ ) BOX UVUUVNON LOT 1036.78 PS _00°2643") W AS ~ 7007 “Surface Gutter 8 z PI halt. urb 2 6 SHEET 3 OF 3 60 30 0 60 se SCALE: 1 INCH = 60 FEET PREPARED FOR: REDWOOD USA, LLC EAST PLEASANT VALLEY ROAD INDEPENDENCE, OH 44131 (216) 254-8425 | EMERGENCY ACCESS GATE | PREPARED BY: CEMCON, Ltd. Consulting Engineers, Land Surveyors & Planners 2280 White Oak Circle, Suite 100 Aurora, Illinois 60502-9675 PH: 630.862.2100 E-Mail: info@cemcon.com FAX: 630.862.2199 Website: www.cemcon.com DISC NO.: 848032 FILE NAME: PREOVER_C3D_848032 DRAWN BY: DDD FLD. BK. / PG. NO.: BK./PG. COMPLETION DATE: 2024-04-24 JOB NO.: 848.032 XREF : TOPO_2008 PROJECT MANAGER : KTS REVISED: 2024—08-—16/ARF Copyright © 2024 Cemcon, Ltd. All rights reserved. ===== PDF PAGE 15 ===== [Extraction: embedded PDF text] 9. 8. 7. 6. 5. 4. 3. 2. 1. - - - - - - - - UNITS: TOTAL SITE REAR FRONT FRONT FRONT REAR REAR SIDE 139 6 26 2 9 10 20 17 49 TO BUILDING DENSITY: TO TO TOTAL PROPOSED TO TO UNIT SITE PRIVATE (REDWOOD IMPERVIOUS PROVIDED PARKING: INTERIOR YARD YARD BUILDING SIDE REDWOOD COMMERCIAL DRIVE: SIDE TOTAL GUEST SIDE SIDE REAR GARAGE FRONT UNITS* WILLOWOOD CAPEWOOD CAPEWOOD MEADWOOD MEADWOOD AREA: AREA: DRIVEWAY = HAYDENWOOD FORESTWOOD FORESTWOOD ZONING: SETBACKS: UNITS UNITS : R6 4.50 UNITS PARKING SEPERATIONS: BREAKDOWN UNITS UNITS DEVELOPMENT) EXTENDED EXTENDED OUTLOT UNITS EXTENDED A DEVELOPMENT DEVELOPMENT PER GARAGE AREA: AREA: AREA: (REDWOOD) GARAGE & GARAGE ACRE 55 27 45 70 55 20 50 B3 574 18 278 278 15 3,599.50 14.76 UNITS INFORMATION: AC. 139 FT. UNITS FT. FT. FT. FT. FT. FT. FT. UNITS L.F. 4.71 49.80% TOTAL 42.49± OF DU/AC. 1.25± 30.88± 10.36± (COMMERCIAL) UNITS AC. AC. AC. AC. (0.19%) (0.84%) (0.07%) (0.29%) (0.32%) (0.65%) (0.55%) (1.59%) TOTAL 5 5 NORTH AVE. (RTE. 64) 2 MANAGEMENT STORMWATER 2 2 2 ===== PDF PAGE 16 ===== [Extraction: OCR (rendered-page OCR)] PRELIMINARY ENGINEERING PLAN (WEST) SHEET 2 OF 4 FOR REDWOOD - WEST CHICAGO NORTH AVENUE - ILLINOIS DIVERSEY. PKWY MORRIS AVE STORM WATER MANAGEMENT FACILITY NO. 001 a 3 = REVISED: 2024—08-—16/ARF waahrree ) \\ AwANRE Rin=(740.24) FDRIVE. Pee7E0) a Copyright © 2024 Cemcon, Ltd. All rights reserved. NWL = 760.00 HWL = 763.60 INTERMEDIATE HWL = 763.50 REQUIRE STORAGE =6.16 AC—FT PROJECT INTERMEDIATE REQUIRED STORAGE = 5.50 AC—FT LOCATION = STORAGE PROVIDED = 6.50 AC—FT ea ° é N . e < | ; i = ‘ g 4 | 4 | \ : e / ri oa } \ / (os Ae po /IF 7 | 1 [SEALY Oy oe ! Tos | / _— /% Ce. “ ee J | rt yy 60 30 ) 60 LOCATION MAP nee LOMO # mE ——_— = ) ae A . te oe i F ra = SCALE: 1 INCH = 60 FEET 767m | lel Le ld #4 --- 5:5 Ba ; 766 Bot OI! oT > = = Se = _ = ee) ~~ gS — Z : “767~ = —— =760, { LT & = : AO 264 S75 182 £ es \ \ = | SS eA i . AO x pierce ae > —--~- = as TO Bier lect Sonar ” Cw | --1 fey >< _ \ ' & rc E —-otN . ——, RIM=767.0_— = // wl an ee “ “ Water Eevotion on August 5, 2025 = F638 as & om wy) \ INV ~+-- one a) Pond | ) Pe ~s 7! [| 4 ' ¢ + 7 a M=767.5 \. a) | ja | wen “s, / wi Ss INV>=761.20 / 4 at / . | Oe hen 7! _ g ° eee WPL 1 1 RESTRICTOR / & fg W Say - STRUCTURE i ~a/ \ os 767 4 LOT 1 «> C i gL . \ T34b)330 SB fi, ~~ --- , / / WEA o-- 3088 ACS PE oe < yo & \\ t 768 SLO = Cs ? X* \ x* Cae FUTURE & 4 * at \ \ ; — — COMMERCIAL Yo \be 4 | " \ & p) G -e = EXISTING WETLAND TO REMAIN SANITARY STUB y ; ; ) \e QO, GG \L , é Wa tf ia \ \\ \S \ Cy > a = a” eo a a ~ ~ f Se» A & oe ae ° Q \ \ ao z ) . . oF : ‘\ y, yo 1, We RIM=765.2 ey e Le ° = \ S Gy 7 Y . INV.=759.30 io UN a : NAY, . . fe 3 / eo eN Gaeean Ane. \ A / x / / * ” S \ . e > \ \ Y w \ a os / eo / a 4 * \ * a ~ On) o\ x] x ) z / / Pa x \ \ > \ XS : 68.6 a? \ * w ° / / re \ \ Pa \ € \e NN i_ / / \ | \ . N ” e ; / / eo \ x | \ ~ SS %e \ ~~ z x E oO x / / y a“ “\ ey ? eo ° RIM 59 ins y e i l \ : = 4 7 » x la ’ ae = . x’ pe i? \ c » INV.=762.09 / \ a i } / Looe oa ‘ “ < \ 3 / rw™ x e : oT / | SN ; a a = ol « RIM=765.8 7 INv7e444 Ne ° INV.=757.10 Ie . e L . l e N eo 0 | x RIM=765.5 ~ = l Sok INV.=756.40.* le LOT 2 - a ’ 51,128 SF. // | x= o | Vent. Pipe LPT STATION / 10.36 AC / te ig |(# eo RMRETEEO 6 ! ow Oe ee i \INV.=756.10 7* . | - u ee SOs ~~ x / & a bd s oe |] oe “9 & \ Y -- a a“ H vo mf a 4 | fi x e (TN | 7 \e | _ aaa LI © ia Le e NY . | / a 2 ~ “ 7 | 3 & a a x / |] \ 3 “ en, < oa “ | \. a < a) Ko g " , ' > A / an re Sonttary Manhole von! “ ‘ ett ° {RE ? [ ol wKAWmKIF as x \ A SI incclovaae i z / rie ( . z / ” : a 4 I= a 5 Oe a f | <\ ~~ |. g [Pben(751.21) y & Gat Zt . 9 Filed w/Mater . \e a. osts 1 = ‘Diemeter and Pipe Size inaccessible YD “ > tt ) : & Ice“ i ae Se on PREPARED FOR: 2 . le ; ; P 8 Vent Pipe Poe a J : REDWOOD USA, LLC = | Z 4 Vertical 4 s ” pe ho / ; 7007 EAST PLEASANT VALLEY ROAD 3 "=" Pip Vent Pipe ° 2a _ > 7 re | 3 ° S 78°54’ "BE eo ; INDEPENDENCE, OH 44131 4 > J os E (i é - = -. LR ( ) _ z EXISTING PIPELINES TO BE cP #469 = “ noes & 21 6 254 8425 « POTHOLED @ FINAL ENGINEERING < 9 TO VERIFY PIPE DEPTHS = PROPOSED LIFT STATION IF REQUIRED e BASED ON EXISTING PIPELINE DEPTHS PREPARED BY: CONNECT TO EXISTING FORCEMAIN CONNECT TO EXISTING EXISTING HAND HOLE CE vif C O | \ 9 Ltd e SANITARY MANHOLE TO BE RELOCATED . . x (TO BE DIRECTIONAL BORED) WATERMAIN. W/PRESSURE veive & oul Sia. Consulting Engineers, Land Surveyors & Planners ai PpeSaM) 2280 White Oak Circle, Suite 100 9 Aurora, Illinois 60502-9675 6 PH: 630.862.2100 FAX: 630.862.2199 x WATERMAIN TO BE E-Mail: info@cemcon.com Website: www.cemcon.com & DIRECTIONAL BORED FUTURE g COMMERCIAL DISC NO.: 848032 FILE NAME: PREOVER_C3D_848032 $ WATERMAIN STUB DRAWN BY: DDD FLD. BK. / PG. NO.: BK./PG. a COMPLETION DATE: 2024-04-24 JOB NO.: 848.032 e XREF : TOPO_2008 PROJECT MANAGER : KTS a uy = 8 a ===== PDF PAGE 17 ===== [Extraction: OCR (rendered-page OCR)] DRAWING PATH: P: \848032\DWG\ENG\DRAWINGS\PRELIMINARY\PREOVER_C3D_848032.DWG PLOT FILE CREATED: 8/16/2024 BY: DAVID DEMAY baad as PRELIMINARY ENGINEERING PLAN (EAST) SHEET 5 OF 4 FOR REDWOOD - WEST CHICAGO NORTH AVENUE - ILLINOIS MORRIS AVE EXISTING WETLAND EXISTING WETLAND RETAINING WALL TO BE MITIGATED TO REMAIN RETAINING WALL [EXISTING WETLAND TO BE MITIGATED [ PRIVATE STORM SEWER (TYPICAL) LJ pus x © SOS SR BR OCR Dp -E, Ly y + z|2 e e a“ ? T /W=795. Se Nw a " . pat \ J P| aa Es —# < N wiZ , "it 2 0 \ / ° _- T/W=781.9 py pe 6X ,B/WN= 784.0) NORS ROAE \ By |” A PROJECT B's “ , | 1 oy \* “ \ f B/W=777.5 LIL LINEAL AL NG PRR GU IBE—— WIIEASK hl? ‘=! Ss) & { \ \ \ \ \ \ / . Y 4 7 J / /; // J /\/ 7 J # Via / _----> Peet sf ONDA ee? /* VOSRED ae aen : <|< i tN \ rr a aa “ LAIN LIF IATL NEL LEE SB ee) SA Q-1ywe791.g . == le | \ \ \ ) “SS er rae a “ - - EA Steg owa786b a é a l \ \ \ \ / = a To NT of / / ! 7 (2 NPY \ we = 104. 2 = oe \ \ \ es . } aN — tia y \v fl \ x 2 = iw ( I, y — ce pf! VEHICULAR gf CCE me NO \ hee aa 1 a i EN BLIC [eo / (Sg - 1 aia \ ‘ * / \ \ \ \ \ ay Ae “on : pe \ < : “ot / / / bY # _f / . I TN a OR VG \ / an 2 5 \ Ve ~~ me % a) i aan (V7 TT] / ie Hl RUJH >< \ \* (— s ha \ \\ \ _/ / ao \ oe a | ; if / itt )if Vy Us | \ 0 (Ft EES ‘ UQH\ ( \ , ) ~> é N , \ 7 ’ x yy Ni | __/ > . - . . R \ \ \ \ \ \ \ \ if x esidence NO \ \ \ a J \ > \ \ NY ~~ y LTE LO CD CD 7] VA Z X \ \ \_ G&D ee) \ > . \ & | fae ; re(vene0) \ se e 4 \ ) \ . Le eo ah | y i . ON hemor’ , u S \ FOO) ¢ VN) Oop Se 60 30 0 60 | \ ® \ \ 7 et \ | / \ Exfitnd/ Wetlands per PN, : : a % \ \ ae | OR | | Le \ Pintlad Delineation by Others y . : . f \ \ \ 7, I,~r ‘z es | oo \ 7 Ve NS LOCATION MAP hee \ | \ "| : WN RIM=785.0 / i . | é C fue smoot) PP i in # Ne fte \ ed SWn777.00/ SCALE: 1 INCH = 60 FEET 7 / —-f_* x ra ~fe— yf ‘ # “8 / XS \ \ ~>~ / “" My ‘i f / id / a yS ue \\ \ | eres ‘ . / / / | 7 Bug; y sy > \ ! .) ~~ / ey] fo > HNN 1 aia. 47 [| ff a >» \ \ Jo / - Sa” / “yo / / 7 a \ ae ae \ | e\ | “Tt oY ay AY S/W / / ff e \ @e \I Vt > 7———— 7 SK Of PL PN \ . \ 1 ’ — anna \ a | ! “ re -° i oy — \ \ | z > \ N \ = x \ | NO -— wa T/W: 775.5 = \ an ee ae 7 . — L bone B/ 5772.0 } J \ ’ eo ett \ \ \ ra Y / \ : ev = 2 So: / Se Pa U) ~. 775 774 I! “1 ae 1 y / / — Z 7 an pn —/ - \ L- 7) 7 Ze Lee VOSS ae i \ ) / OA \ » | I | o == \ \ 4g34B,330 S.F/. > js — ° \ x ’ ae | ae ae f] / x _- 7 FUTURE wi) w 5.88 AC’ [yy w a Hl i / Nf OBSERVE DINKS _|--" Ge) , COMMERCIAL tt ZT i w : L w w w w w= —_—_— 20 PUBLIC SANITARY STUB 4 7 var =z FSF : : —{— 11 - / 7 ° -- > L 1:50%! 1 76,0 ye Neen —- 7 74,5 Y F 7 Sa0x 7 . Th DRAINAGE + 1 * ° . 2 / — ° ——— : 7 7 as On : : a \ FOR THE B = € 775 : ar as \ y oe PARCELS 1 T x a -- i 7 < > x \ ra \ ) / i Te C t = PER DOC. | z ‘ RIM=775.8 ~»\ \> \ i s . le eee NV.=770.80 = \_ INVie 765.95 . = N J Ay Peal. \ ys : Tor > z ‘ N 7 OABQ®] AMIE] 1D OOS , wa >| °o _ TK RIM=776.0 \ EX \ EX EX xX EX \ \ EX EX EX EX EX es u pa ‘ c a 9 (S) \ ? ~ = \ \ id - a LS ._ INV.=767.47 ad Pook \\ Vi a | ee NWS x \ Ne /' am ro. 7 oe a No. a —4-" . R-— 7 N a / ¢ / \\ \é ro) 4 \% \ — ry — / \ NX A) > \ | u \ \ a v - ' a _ en ~~ Ges Ue / 4 7 \ ¢ at \ ~\Y. 773 + + — a~ — —— 7 / \ a Gd ne _ . \ . SA a ee DT BNET s,m b CLOT 2\ ss \ ‘yp | ‘7608 = Z aa 3 co aN AR [2 EN) INV.= 776.30 N Hi A5N128 SFY a | + — <7 = . —— 769 zs : aL! = 714 el, 79.8 x MO) as 1\ - w 196 AC. \ }/ 766.5 . = + > = —_— = a ZB / 714.0 — __ Rg S ak : ne | 7 3-7 = ~\ Sy aN ~ a 766.5 === 766 === 765 = 7 —— 7713 * Z 0 7 jon Saati = 3 vn = Ui? = o Nu-- ; = = STE = 77 ae == A 9 4 \ \ | | y / VY / OZ, ot Ly ff ec an é orm Ppe—_ it ee 2 & \ ae ~. | ; pr sess f Sis: * \ . w \ , pee S\N bg | RIM=780.2 ta Ne it | / ALS Qo [L? 2 . o » \ 4 T/W=775.2 \ \ \* \ INV.=769.10 W, E/ i! - iN - . / / f | Hien hy ne oe N '/o=(779.61) “ , , \B/W=774.0 Sf of \ \ INV.=772°78 N / y / \ (A Ae CFD HS 1 "oma, is B / = . A“ / 1 \ \ ( ( oo ve Yo | \ \ \ “Y he EX a he z S| (7747) y I | 2 \ T/W=778,0 CC. i} [LZ | Ahmad BCC my Are Pero — o \ | A x 7 FUTURE \ BNW=77410 WY MK a 2 T/T. RAY \ Ih CO] fe aby be|P eal pe [75 mate COMMERCIAL < ! - ~ Z B/W=776:3\ |\\ \ \ \1 EX Ag temcrang fy | 9 P, RETAINING WALL WATERMAIN STUB SN \ at te on aaa laa Bel | ot ° a a NIN \ \ het || “s oe = Beetg Wetar Fecture per a, | / ny x ‘Om SO ~S \ 2 dh en NICTALR Ld ene ; ant Praag)? 33S > | S ASG Hit Z., ,, s"\\ E/we(77 > : 1 | Re KS y\\ W, 7 1 ek — *Sywefa0g S200) PO BT Se i xo hr. B/W=775.2 I £ fremer . A | a x E i i i a ol | aN Ll a x a 7 = mM | } Bi eli y | 2 © ° x Hitt alte rae le os F>BB 148 EMERGENCY ACCESS GATE a a a a LO VAN \X ATA? peepee Whe i | oo” | iN \A : iin a cal 1 \\g\\s o4J-—--— A ge |\ “oy \ a ue a a a o / \ \ \ \\ —1 . ly D NU / \g = =~ spprovinete Lins of y VV UN NPA eI / / ® s | 7 RETAINING WALL Pitan Odnneten ty Ciners \ =o =r / fi / Vez: | &, / Valve & Voult bia. “ Vy oe i SOR Pgs pee aa Ios ©, ! / R x V Z 0 |e Ebon A, LA OK Ls F z rae Dis . / / oe e > -RIMZ781.077"-~ " LS 8 ye \ sek Awe = SSS =10'. 7 7w2787,0 ae: ; vy Ses Tone a 2280 White Oak Circle, Suite 100 3 ~~. W= 784.028 IKE ai we Trosress2) Aurora, Illinois 60502-9675 Grom a & ee PSs ea PH: 630.862.2100 FAX: 630.862.2199 Pomment i/ ) |S, le (60> E-Mail: info@cemcon.com Website: www.cemcon.com os BANE HIS ) DISC NO.: 848032 FILE NAME: PREOVER_C3D_848032 DRAWN BY: DDD FLD. BK. / PG. NO.: BK./PG. Swe Lalla MANAGEMENT FACILITY NO. 002 COMPLETION DATE: 2024-04-24 JOB NO.: 848.032 HWL = 773.20 XREF : TOPO_2008 PROJECT MANAGER : KTS INTERMEDIATE HWL = 773.20 RESTRICTOR EXISTING WETLAND CONNECT TO EXISTING REVISED: 2024—08—16/ARF REQUIRE STORAGE =8.99 AC—FT STRUCTURE TO REMAIN RETAINING WALL WATERMAIN W/PRESSURE INTERMEDIATE REQUIRED STORAGE = 8.88 AC-—FT CONNECTION STORAGE PROVIDED @ OVERFLOW = 9.95 AC—FT Copyright © 2024 Cemcon, Ltd. All rights reserved. ===== PDF PAGE 18 ===== [Extraction: embedded PDF text] 9. 8. 7. 6. 5. 4. 3. 2. 1. - - - - - - - - UNITS: TOTAL SITE REAR FRONT FRONT FRONT REAR REAR SIDE 139 6 26 2 9 10 20 17 49 TO BUILDING DENSITY: TO TO TOTAL PROPOSED TO TO UNIT SITEPRIVATE (REDWOOD IMPERVIOUS PROVIDED PARKING: INTERIOR YARD YARD BUILDING SIDE REDWOOD COMMERCIALDRIVE: SIDE TOTAL GUEST SIDE SIDE REAR GARAGE FRONT UNITS* WILLOWOOD CAPEWOOD CAPEWOOD MEADWOOD MEADWOOD AREA: AREA: DRIVEWAY = HAYDENWOOD FORESTWOOD FORESTWOOD ZONING: SETBACKS: UNITS UNITS : R6 4.50 UNITS PARKING SEPERATIONS: BREAKDOWN UNITS UNITS DEVELOPMENT) EXTENDED EXTENDED OUTLOT UNITS EXTENDED A DEVELOPMENT DEVELOPMENT PER GARAGE AREA: AREA: AREA: (REDWOOD) GARAGE & GARAGE ACRE 55 27 45 70 55 20 B3 50 574 18 278 278 153,599.50 14.76 UNITS INFORMATION: AC. 139 FT. UNITS FT. FT. FT. FT. FT. FT. FT. UNITSL.F. 4.71 49.80% TOTAL 42.49± OF DU/AC. 1.25± 30.88± 10.36± (COMMERCIAL) UNITS AC. AC. AC. AC. (0.19%) (0.84%) (0.07%) (0.29%) (0.32%) (0.65%) (0.55%) (1.59%) TOTAL NORTH AVE. (RTE. 64) ===== PDF PAGE 19 ===== [Extraction: OCR (rendered-page OCR)] SHEET 2 OF 4 seen rn PRELIMINARY PLAT (WEST ) FOR REDWOOD - WEST CHICAGO MORRIS AVE 7 ae) Oo Xo LOT 1 Q& N LOCATION E re) . FOREST PRESERVE DISTRICT ~~ — : = 7 wa FRANCISCAN FATHERS 7 = i LL CV S 78° ; ASSESSMENT PLAT a ns o nt S 20” Ec PER DOC. R90—136316 _ OF 0.1¢9’ (8 z= wiw 60 30 0 60 es | LOCAT I ON MA P —o 70.00") wi © als SCALE: 1 INCH = 60 FEET = a ly pT ° AE Li tH 2 > r~ — +s a & ce [Fm Ye —<———— a) & —_ ~__ I 7 r _ aN G . ” ~ i« OP oS ETBE oS 7 . ov ~~! a, Foe Re on a = Oy, > | — BLANKET EASEMENT a | Zn” ay, ~ / ETBE / HEREBY GRANTED GVER * 2° = | seer cit on ash s war tae ok _ —~ J _ LOT 1 EXGEPT AREAS ! Pond | -O [~~~ ~~ IDENTIFIED \AS EXCEPTIONS » ww pty WH <= / oS ~ | TO BLANKEY EASEMENT. 9-3. | _ a OT 1 . on cs / | ~~ 1,344,330 S. / & Sem ETBE | —~ 30\88 AC. ? s 1 [_ Mi ~~, ae Tee / | ~ = : ~~], ETBE / | _. te l N 7 —_— ~~ / —_~ __ / / _) 15’ 9 oF ETBE /s 20" 7 ~ St | r ° 66.75 a 4 ASSENT ~~ | OUTLOT A 54,292 S.F. OHW LOT 2 451,128 S.F. a/ 10.36 AC. etal Pipe R , L=235 Chd. rc NB SS 32 I — — Or Irrigation E EP! LF j Qh ites OT il Ban PREPARED FOR: REDWOOD USA, LLC 7007 EAST PLEASANT VALLEY ROAD INDEPENDENCE, OH 44131 Cqntrol Valves DRAWING PATH: P: \848032\DWG\ENG\DRAWINGS\PRELIMINARY\PREOVER_C3D_848032.DWG . (oq) (216) 254-8425 Vent Pipe Ohy | . G7 5 — Aocro- = te ey ce SSeS 8 0 w | (S757 we lie - "811744580" W SS : par <0P LY? / ; CFD } s [ tay ® ; 1: or Neen Ges yp 12 —— © Ho er PREPARED BY: CEMCON, Ltd. ‘irs ene = on ~ ae (S 11°06" W) - oe ; : N 11°44’°40” E fia , f tate & nt & Oe: ay — _ w/| ? Consulting Engineers, Land Surveyors & Planners Five S06) v8 40 | @ 2280 White Oak Circle, Suite 100 “ eS ©} io Aurora, Illinois 60502-9675 W 229 PH: 630.862.2100 FAX: 630.862.2199 on E-Mail: info@cemcon.com Website: www.cemcon.com DISC NO.: 848032 FILE NAME: PREOVER_C3D_848032 , ony DRAWN BY: DDD FLD. BK. / PG. NO.: BK./PG. COMPLETION DATE: 2024-04-24 JOB NO.: 848.032 XREF : TOPO_2008 PROJECT MANAGER : KTS ae | Oo REVISED: 2024—08-16/ARF Rawnreaes \\ATLANTIC Il & «ile Tesora oe) DRIVE = PLOT FILE CREATED: 8/16/2024 BY: DAVID DEMAY Copyright © 2024 Cemcon, Ltd. All rights reserved. ===== PDF PAGE 20 ===== [Extraction: OCR (rendered-page OCR)] DRAWING PATH: P: \848032\DWG\ENG\DRAWINGS\PRELIMINARY\PREOVER_C3D_848032.DWG PLOT FILE CREATED: 8/16/2024 BY: DAVID DEMAY SHEET 3 OF 4 seen rn PRELIMINARY PLAT (CEAST ) FOR REDWOOD - WEST CHICAGO WUUDS UPr Ol. AINUINL WY cupronmrniny coma of Un ore vans PER DOC. R89—-124482 per Nicos ae qT 3 . Shed Asphalt ? 8 ROBERT BARTLETT'S OAK MEADOWS SUB. UN \ ow egage A Drive K , G, M.. _j LF N PER DOC. R53-695749 core : = 18 (6C ° NORRIS ROAD] Asphalt Surface, K | seme “ VV Shed g ig ‘3 MORRIS AVE \_ ane PROJECT LOCATION MATCHLINE MATCHLINE a ATLANTIC DRI - 1. a 2 | | . , # “ | ETBH ETBE on ns LOCAT I ON MA P . :. . | P SCALE: 1 INCH = 60 FEET | =! on . — Ds 5 7 “ ETBE = ETBE < Mee + : QUTLOT < : B | . | TT | E TBE | | ETBE ETBE ETBE aX : . || | [ow Z | ac 2 ee D l ETBE 0 . F 0O P OC | | | — | oe S 1 ™ : Ce) | ETBE | ETBE | -TBE | | = a NS LOT | | | LZ © ; | | | | SO 1q.00 ! 6 Ss o1 ss 20 esp __ 10.36 AC. . qr9.7 M = 5721 = W , , (@) nw ! < ” | v fe ~ N | _ Concrete “74 > 26W/ASRUANATGE. -E ASEMENT * [ | PAR DOF. R9Q—057504 ” Hi x PREPARED FOR: ° REDWOOD USA, LLC e| * 7007 EAST PLEASANT VALLEY ROAD 83 nae INDEPENDENCE, OH 44131 L—— |! ||Seb/* (216) 254-8425 PREPARED BY: CEMCON, Ltd. Consulting Engineers, Land Surveyors & Planners 2280 White Oak Circle, Suite 100 Aurora, Illinois 60502-9675 PH: 630.862.2100 FAX: 630.862.2199 E-Mail: info@cemcon.com Website: www.cemcon.com DISC NO.: 848032 FILE NAME: PREOVER_C3D_848032 DRAWN BY: DDD FLD. BK. / PG. NO.: BK./PG. COMPLETION DATE: 2024-04-24 JOB NO.: 848.032 XREF : TOPO_2008 PROJECT MANAGER : KTS REVISED: 2024—08-—16/ARF Copyright © 2024 Cemcon, Ltd. All rights reserved. ===== PDF PAGE 21 ===== [Extraction: OCR (rendered-page OCR)] TRUSS BEARING LOMANCO ALUMINUM SLANT BACK ROOF VENT #750. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 8o'\ 3'-0" 6'-0" MIN.6'-0" MIN. —a ASPHALT SHINGLES GUTTERS AND DOWNSPOUTS [== HORIZONTAL SIDING CORNER TRIM FOOTING STONE VENEER —_, -0 REINFORCED CONCRETE 5 PARTIAL SIDE ELEVATION FORESTWOOD SCALE: 3/32" = 1'-0" TRUSS BEARING a (SUNROOM) ~ EL :+9'-1" TRUSS BEARING \ Oa 81" FINISHED FLOOR DECORATIVE LOUVER - TYP. EL :+0'-0" SINGLE HUNG WINDOW WITH _/ 4" TRIM (ALL 4 SIDES) A STANDARD SIDE ELEVATION SCALE: 3/32" = 1'-0" CAPEWOOD LOMANCO ALUMINUM SLANT BACK ROOF VENT #750. INSTALL PER MANUFACTURER'S RECOMMENDATIONS RIDGE VENT ———————_ = TRUSS BEARING EL :+8'-1" FINISHED FLOOR EL :+0'-0" STONE VENEER 6x6 P.T. WOOD POST WITH PVC SLEEVE. COLOR: WHITE NOTE: HIGH PROFILE SIDE ELEVATION OCCURS AT STREET VIEW ONLY SINGLE HUNG WINDOW WITH _/ 4" TRIM (TOP AND SIDES) 3 HIGH PROFILE SIDE ELEVATION LEASING OFFICE SCALE: 3/32" 1'-0" EL :+8'-1" FINISHED FLOOR EL :+0'-0" 6x6 P.T. WOOD POST WITH PVC SLEEVE. COLOR: WHITE STONE VENEER TRUSS BEARING 6' HIGH x 8' WIDE VINYL PRIVACY FENCE (TYP.) 2 REAR ELEVATION SCALE: 3/32" = 1'-0" SHAKES DECORATIVE LOUVER - TYP FORESTWOOD, CAPEWOOD, LEASING OFFICE \ = a EL :+8'-1" ga FINISHED FLOOR a )] | | HE HPATT | | Lily | Wu Pil WT EL :+0'-0" SINGLE HUNG WINDOW WITH 4" TRIM (ALL 4 SIDES) 1 FRONT ELEVATION SCALE: 3/32" = 1'-0" 222'-0" OVERALL FORESTWOOD, CAPEWOOD, LEASING OFFICE we | 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" m 40'-0" 7 CAPEWOOD FORESTWOOD FORESTWOOD FORESTWOOD FORESTWOOD FORESTWOOD LEASING OFFICE MASTER BEDROOM AC MSTR. FE = as = = = t___J \ R ST- WALK-IN ~] L KITCHEN ROOM CLOSET = MECH. = + OO GREAT T] ROOM Ken OFFICE LINEN STORAGE Ty a KITCHEN OVERALL FLOOR PLAN FORESTWOOD, CAPEWOOD, LEASING OFFICE SCALE : 3/32" = 1'-0" PANTRY Va GARAGE CLOSET BEDROOM — — c4 OFFICE 2 ia ar Wer e COVERED WALK WAY = EN CLOSET CLOSET RECEPTION 67'-8/5"OVERALL 2 | —— es —— CONTINUOUS RIDGE VENT ASPHALT SHINGLES SINGLE HUNG WINDOW WITH 4" TRIM (ALL 4 SIDES) 2-LITE SLIDER WINDOW WITH 4" TRIM (ALL 4 SIDES) GUTTERS AND DOWNSPOUTS LIGHT FIXTURE 6'-6"x6'-8" SLIDING PATIO DOOR HORIZONTAL SIDING CORNER TRIM CONTINUOUS RIDGE VENT ASPHALT SHINGLES SHAKES FULL LITE DOOR GUTTERS AND DOWNSPOUTS a CORNER TRIM SINGLE HUNG WINDOW WITH 4" TRIM (TOP AND SIDES) HORIZONTAL SIDING ae 6x6 P.T. WOOD POST WITH PVC SLEEVE. COLOR: WHITE STONE VENEER CONTINUOUS RIDGE VENT DECORATIVE LOUVER - TYP. ASPHALT SHINGLES SHAKES GUTTERS AND DOWNSPOUTS VINYL "BOARD ON BOARD" PRIVACY FENCE HORIZONTAL SIDING HALF-LITE DOOR EXTERIOR FINISH MATERIAL SELECTIONS ITEM: MATERIAL / STYLE: COLOR: DECORATIVE LOUVER VINYL WHITE ASPHALT SHINGLES DIMENSIONAL 30 YEAR LAMINATED WEATHERED WOOD GUTTERS AND DOWNSPOUTS PREFINISHED ALUMINUM WHITE HORIZONTAL SIDING VINYL VARIES SHAKES VINYL VARIES CORNER TRIM VINYL WHITE STONE VENEER PRESTIGE OHIO SOUTHERN LIMESTONE OVERHEAD GARAGE DOOR RAISED PANEL PAN STEEL WHITE SINGLE HUNG VINYL STANDARD WHITE WITH COLONIAL PATTERN FLAT GRIDS 6'-6" X 6-8" SLIDING PATIO DOOR VINYL WHITE NOTE: ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD. PRELIMINARY NOTE!!! THIS DRAWING IS NOT FOR CONSTRUCTION REVISIONS phone 330.666.5770 3660 Embassy Parkway Fairlawn, OH 44333 mpg-architects.com MANN + PARSONS + GRAY ARCHITECTS APARTMENT NEIGHBORHOODS se) fe) fe) = S ov ee, DATE: AUGUST 9, 2023 o WW +5 Z Lo > cig I i“ Oo Zz Oo Oo. \ gg" MIN ROOF VENT #750. INSTALL PER 8-0) -0" MIN, MANUFACTURER'S RECOMMENDATIONS : ASPHALT SHINGLES a GUTTERS AND DOWNSPOUTS ===> HORIZONTAL SIDING |= CORNER TRIM STONE VENEER REINFORCED CONCRETE FOOTING 5 PARTIAL SIDE ELEVATION SCALE: 3/32" = 1'-0" WILLOWOOD DECORATIVE LOUVER - TYP. LOMANCO ALUMINUM SLANT BACK ROOF VENT #750. INSTALL PER MANUFACTURER'S RECOMMENDATIONS TRUSS BEARING EL :+8'-1" O——$—————— FINISHED FLOOR [== EL :+0'-0" —— CONTINUOUS RIDGE VENT ae STONE VENEER CONTINUOUS RIDGE VENT TRUSS BEARING DECORATIVE LOUVER - TYP. ASPHALT SHINGLES SHAKES EL :+8'-1" een GUTTERS AND DOWNSPOUTS = HORIZONTAL SIDING FINISHED FLOOR EL :+0'-0" Sj CORNER TRIM A STANDARD SIDE ELEVATION NOTE: WILLOWOOD SCALE: 3/32" = 1'-0" HIGH PROFILE SIDE ELEVATION OCCURS AT STREET VIEW ONLY EL :+8"-1" FINISHED FLOOR EL :+0'-0" NOTE: STONE RETURN OCCURS ADJACENT TO HIGH PROFILE SIDE ELEVATION ONLY TRUSS BEARING DECORATIVE LOUVER - TYP. SHAKES SCREENED IN PATIO AREA WITH DOOR (TYP.) 2 REAR ELEVATION SCALE: 3/32" = 1'-0" WILLOWOOD "EL :+8'-1" ca FINISHED FLOOR ali : EL :+0'-0" = lol — SINGLE HUNG WINDOW WITH 4" TRIM (ALL 4 SIDES) 1 FRONT ELEVATION SCALE: 3/32" = 1'-0" 228'-0" OVERALL WILLOWOOD _s sae . 38'-0" 38'-0" 38'-0" 38'-0" 38'-0" L WILLOWOOD WILLOWOOD WILLowooD WILLOWOOD WILLOWOOD WILLOWOOD Pe | oa ‘AC. a “soule a MASTER r | PORCH BEDROOM | DEN Fareed Camron = MSTR. | BATH | KITCHEN WALK-IN | O ] CLOSET e) GREAT Of | : | ROOM _| a = Z ©) ny CLOSET LINEN > B ne) 9 S| eas =| HP ©) PANTRY | MECH. | ENTRY UNDRY | CLOSET | GARAGE BEDROOM | 2 SS oe r + i OVERALL FLOOR PLAN SCALE : 3/32" = 1'-0" 3 HIGH PROFILE SIDE ELEVATION SCALE: 3/32" = 1'-0" WILLOWOOD CONTINUOUS RIDGE VENT ASPHALT SHINGLES 2-LITE SLIDER WINDOW WITH 4" TRIM (ALL 4 SIDES) SINGLE HUNG WINDOW WITH 4" TRIM (ALL 4 SIDES) GUTTERS AND DOWNSPOUTS HORIZONTAL SIDING CORNER TRIM 6'-6"x6'-8" SLIDING PATIO DOOR WITH TRANSOM ABOVE CONTINUOUS RIDGE VENT ASPHALT SHINGLES LIGHT FIXTURE GUTTERS AND DOWNSPOUTS SINGLE HUNG WINDOW WITH 4" TRIM (TOP AND SIDES) HORIZONTAL SIDING STONE VENEER OVERHEAD GARAGE DOOR EXTERIOR FINISH MATERIAL SELECTIONS ITEM: MATERIAL / STYLE: COLOR: DECORATIVE LOUVER VINYL WHITE ASPHALT SHINGLES DIMENSIONAL 30 YEAR LAMINATED WEATHERED WOOD GUTTERS AND DOWNSPOUTS PREFINISHED WHITE ALUMINUM HORIZONTAL SIDING VINYL VARIES SHAKES VINYL VARIES CORNER TRIM VINYL WHITE STONE VENEER PRESTIGE OHIO SOUTHERN LIMESTONE OVERHEAD GARAGE DOOR RAISED PANEL WHITE PAN STEEL SINGLE HUNG VINYL STANDARD WHITE WITH COLONIAL PATTERN FLAT GRIDS DOOR 6'-6" X 6'-8" SLIDING PATIO VINYL WHITE NOTE: ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD. PRELIMINARY NOTE!!! THIS DRAWING IS NOT FOR CONSTRUCTION REVISIONS phone 330.666.5770 3660 Embassy Parkway Fairlawn, OH 44333 mpg-architects.com MANN + PARSONS = GRAY ARCHITECTS s APARTMENT NEIGHBORHOODS Redwood DATE: AUGUST 9, 2023 PROJECT #: 18423 BUILDING FLOOR PLAN AND ELEVATIONS REDWOOD WEST CHICAGO NORTH AVENUE P1 30 NORTH AVENUE WEST CHICAGO, IL 60185 ===== PDF PAGE 23 ===== [Extraction: OCR (rendered-page OCR)] DECORATIVE LOUVER - TYP. LOMANCO ALUMINUM SLANT BACK ROOF an CONTINUOUS RIDGE VENT VENT #750. INSTALL PER MANUFACTURER'S RECOMMENDATIONS DECORATIVE LOUVER - TYP. PY R E LI M i NARY MANUFACTURER'S RECOMMENDATIONS + LOMANCO ALUMINUM SLANT BACK ROOF VENT #750. INSTALL PER 8'-0" \ fe MN gS MIN, Wt \ CONTINUOUS RIDGE VENT SHAKES NOTE!!! ——_e —— — THIS DRAWING IS NOT ASPHALT SHINGLES ASPHALT SHINGLES FOR CONSTRUCTION GUTTERS AND DOWNSPOUTS = TRUSS BEARING TRUSS BEARING = GUTTERS AND DOWNSPOUTS = ==] Pee" EL 48h" =S=S FE Ee — SS HORIZONTAL SIDING HORIZONTAL SIDING SS SSS = — == i == | HE —_— 1= =| = A —— | 5 == ]_ IES 4 8EL = IEE Lt SINT REVISIONS —=—| : = = = —=== = shal = PU "BOARD ON BOARD" CORNER TRIM ————————— Hl FINISHED FLOOR dE — ——— : : — E — —— = FINISHED FLOOR i=: ee UU S22 Seo Eee he ELEC his Vconuiee BOA 0" — EL +00" 10" Re Senne thi STONE VENEER +" | STONE VENEER a SINGLE HUNG WINDOW WITH 6x6 P-T. WOOD POST WITH REINFORCED CONCRETE 4" TRIM (ALL 4 SIDES x6 P.T. FOOTING A ) PVC SLEEVE. COLOR: WHITE PARTIAL SIDE ELEVATION 4) STANDARD SIDE ELEVATION ad 3 HIGH PROFILE SIDE ELEVATION TRA TOP AND SIDES) © ) scat aa2"= 1-0 FORESTWOOD SCALE: 9/92" = 1-0" MEADOWOOD | Bei Prot. SCALE: 3/92" 1-0" CAPEWOOD STREET VIEW ONLY CONTINUOUS RIDGE VENT —— ASPHALT SHINGLES TRUSS == = = — = ————— = ———— == HORIZONTAL SIDING BEARING - : : SINGLE HUNG WINDOW WITH ? (SUNROOM) = ———_ 4" TRIM (ALL 4 SIDES) EL :+9'-1" \ ——— LIGHT FIXTURE \ a @ TRUSS BEARING » —_— GUTTERS AND DOWNSPOUTS EL :+8'-1" = = = TTT 6'-6"x6'-8" SLIDING PATIO DOOR <@ FINISHED FLOOR = — ZS LE —— ==t SC B88 EL :+0'-0" CORNER TRIM 5 é ¢ 8 6' HIGH x 8' WIDE VINYL 9 aoN| # | NOTE: PRIVACY FENCE (TYP.) 3 oO 5 o STONE RETURN OCCURS o re ADJACENT TO HIGH oe) noc|< | PROFILE SIDE ELEVATION ? REAR ELEVATION - g 2 2 ONLY . moat nn oO LL © SCALE: 3/32" = 1'-0 FORESTWOOD, MEADOWOOD, CAPEWOOD 5 Gel S DECORATIVE CONTINUOUS RIDGE VENT c ou} a LOUVER - TYP. o 8 e ASPHALT SHINGLES Pes SHAKES DECORATIVE LOUVER - TYP. = (Tp) a ——— ee LIGHT FIXTURE O F ens Ins = = = — SS SINGLE HUNG WINDOW WITH ” TaaaeMA = ——— = = 4" TRIM (TOP AND SIDES) > | Lu TRUSS BEARING = SE = <—— —_ —— GUTTERS AND DOWNSPOUTS Ole EL :+8"-1" SS el i; =| IE HORIZONTAL SIDING qt I = St et <@ FINISHED FLOOR — = ah CORNER TRIM 5 S) EL :+0'-0" [ 6x6 P.T. WOOD POST WITH PVC Zid ara nenr nee SLEEVE. COLOR: WHITE < < WITH 4" TRIM (ALL 4 SIDES) ~— STONE VENEER = FRONT ELEVATION — 1 SCALE: 3/32" = 1'-0 FORESTWOOD, MEADOWOOD, CAPEWOOD oC: , 154'-0" OVERALL b S | O: oO & | 28'-0" ’ 28'-0" 28'-0" 28'-0" 42'-0" L Nos O: MEADOWOOD | FORESTWOOD | FORESTWOOD 7 FORESTWOOD CAPEWOOD o = : “siti 5 2 iE - pep < tL ac | acl . > i ise ae _ -_ oO | I | S) ASPHALT SHINGLES DIMENSIONAL 30 WEATHERED WOOD an MW) wa |} KITCHEN CLOSET 3s YEAR LAMINATED ty Ww iD ep (oe) Z2~ BEDROOM KITCHEN , a = | = nTKe) PANTRY © GUTTERS AND PREFINISHED WHITE .. | SO DOWNSPOUTS ALUMINUM # Os s re Y ; HORIZONTAL SIDING VINYL “VARIES Oo OT I L Ww OES CLOSET SHAKES VINYL VARIES oUlUcS OL CLOSET Yi Ai ZH CORNER TRIM VINYL WHITE ao Wy (1) ro STONE VENEER PRESTIGE OHIO SOUTHERN Yas GARAGE LIMESTONE OVERHEAD GARAGE DOOR RAISED PANEL WHITE PAN STEEL 4 SINGLE HUNG VINYL STANDARD WHITE WITH — * COLONIAL PATTERN FLAT GRIDS 66" X 6-8" SLIDING PATIO VINYL WHITE OVERALL FLOOR PLAN poor NOTE: SCALE : 3/32" = 1'-0" FO R E STWOO D M EADOWOO D, CAP EWO O D ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD. ===== PDF PAGE 24 ===== [Extraction: OCR (rendered-page OCR)] LOMANCO ALUMINUM SLANT BACK ROOF VENT #750. INSTALL PER MANUFACTURER'S RECOMMENDATIONS \ ae 6'-0" \ ‘aaa MIN ee une MIN * — = a ————_ ASPHALT SHINGLES GUTTERS AND DOWNSPOUTS HORIZONTAL SIDING CORNER TRIM STONE VENEER REINFORCED CONCRETE a FOOTING 5 PARTIAL SIDE ELEVATION SCALE: 3/32" = 1-0" FORESTWOOD TRUSS BEARING TRUSS BEARING (SUNROOM) 2 EL :+9'-1" \ \ TRUSS searInG\ EL :+8'-1" DECORATIVE LOUVER - TYP. SHAKES LOMANCO ALUMINUM SLANT BACK ROOF VENT #750. INSTALL PER MANUFACTURER'S RECOMMENDATIONS | UO @ FINISHED FLOOR | i ~ EL :+0'-0" HIGH PROFILE SIDE ELEVATION SINGLE HUNG WINDOW WITH 4" TRIM (TOP AND SIDES) SCALE: 3/32" = 1'-0" CAPEWOOD CONTINUOUS RIDGE VENT- TRUSS BEARING CONTINUOUS RIDGE VENT DECORATIVE LOUVER - TYP. ASPHALT SHINGLES GUTTERS AND DOWNSPOUTS EL :+8'-1" FINISHED FLOOR i eo VINYL "BOARD ON BOARD" | PRIVACY FENCE | HM | LT aa HORIZONTAL SIDING EL :+0'-0" STONE VENEER 6x6 P.T. WOOD POST WITH PVC SLEEVE. COLOR: WHITE NOTE: HIGH PROFILE SIDE ELEVATION OCCURS AT STREET VIEW ONLY 44 0" CORNER TRIM STANDARD SIDE ELEVATION oN SINGLE HUNG WINDOW WITH 4" TRIM (ALL 4 SIDES) SCALE: 3/32" = 1'-0" EL :+8'-1" FINISHED FLOOR EL :+0'-0" TRUSS BEARING 6' HIGH x 8' WIDE VINYL PRIVACY FENCE (TYP.) REAR ELEVATION CONTINUOUS RIDGE VENT ASPHALT SHINGLES CORNER TRIM NOTE: GARAGES ARE 4'-0" MEADOWOOD LONGER THAN STANDARD GARAGES SINGLE HUNG WINDOW WITH 4" TRIM (ALL 4 SIDES) 2-LITE SLIDER WINDOW WITH 4" TRIM (ALL 4 SIDES) GUTTERS AND DOWNSPOUTS LIGHT FIXTURE 6'-6"x6'-8" SLIDING PATIO DOOR HORIZONTAL SIDING SCALE: 3/32" = 1'-0" FORESTWOOD, MEADOWOOD, CAPEWOOD DECORATIVE LOUVER - TYP. SHAKES EL :+8'-1" -@-EINISHED FLOOR ~ EL :+0'-0" 6x6 P.T. WOOD POST WITH PVC SLEEVE. COLOR: WHITE | SINGLE HUNG WINDOW WITH SINGLE HUNG WINDOW 4" TRIM (TOP AND SIDES) WITH 4" TRIM (ALL 4 SIDES) 4 FRONT ELEVATION SCALE: 3/32" = 1'-0" FORESTWOOD, MEADOWOOD, CAPEWOOD 182'-0" OVERALL 42'-0" P 28'-0" 4 28'-0" 28'-0" 28'-0" 28'-0" f CAPEWOOD FORESTWOOD FORESTWOOD FORESTWOOD FORESTWOOD MEADOWOOD - BAFIO.” a a — — ; + MASTER | BEDROOM | DEN | MSTR BATH O WALK-IN O CLOSET Y = MECH. | a GREAT f IL —e__f-— ROOM © O BATH 2 LINEN fet Z I nT ! 3 | amos KITCHEN fn CLOSET 2 BEDROOM ENTRY IE | 2 | — | PANTRY 2 CLOSET a . GARAGE —_— — L. OVERALL FLOOR PLAN SCALE : 3/32" = 1'-0" L _| , FORESTWOOD, MEADOWOOD, CAPEWOOD NOTE: STONE RETURN OCCURS ADJACENT TO HIGH PROFILE SIDE ELEVATION ONLY LIGHT FIXTURE HORIZONTAL SIDING CORNER TRIM STONE VENEER OVERHEAD GARAGE DOOR CONTINUOUS RIDGE VENT ASPHALT SHINGLES DECORATIVE LOUVER - TYP. GUTTERS AND DOWNSPOUTS shite at EXTERIOR FINISH MATERIAL SELECTIONS ITEM: MATERIAL / STYLE: COLOR: DECORATIVE LOUVER VINYL WHITE ASPHALT SHINGLES DIMENSIONAL 30 YEAR LAMINATED WEATHERED WOOD GUTTERS AND DOWNSPOUTS PREFINISHED WHITE ALUMINUM HORIZONTAL SIDING VINYL VARIES SHAKES VINYL VARIES CORNER TRIM VINYL WHITE STONE VENEER PRESTIGE OHIO SOUTHERN LIMESTONE OVERHEAD GARAGE DOOR RAISED PANEL WHITE PAN STEEL SINGLE HUNG VINYL STANDARD WHITE WITH COLONIAL PATTERN FLAT GRIDS 6'-6" X 6-8" SLIDING PATIO VINYL WHITE DOOR NOTE: ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD. PRELIMINARY NOTE!!! THIS DRAWING IS NOT FOR CONSTRUCTION REVISIONS fo) >O); £ és ines) N So] 9 fe) Zyl] °e Oo ol] # od 4 aL] o 4 ® ro) >O = isp) oc}! £ ro) (a is) 2a os v Ex] § fe) LU oO o & g'|¢ o o oe) MANN « PARSONS « GRAY ARCHITECTS DQ = wo OS: O 9s O: = S — Re cq ° Oo Ss: > om W fee lu +> 2 FE _1 O| 2 OZ: i 2 wW : << 5 ou < (Ex 25: | © O za z £ A 2H | Wow cO Yas ===== PDF PAGE 25 ===== [Extraction: OCR (rendered-page OCR)] LOMANCO ALUMINUM SLANT BACK ROOF VENT #750. INSTALL PER MANUFACTURER'S RECOMMENDATIONS , o0'\ 6-0" _ t " MIN gO Nee Mi === ASPHALT SHINGLES GUTTERS AND DOWNSPOUTS HORIZONTAL SIDING CORNER TRIM STONE VENEER REINFORCED CONCRETE FOOTING 5 PARTIAL SIDE ELEVATION FORESTWOOD SCALE: 3/32" 4'-0" DECORATIVE LOUVER - TYP. LOMANCO ALUMINUM SLANT BACK ROOF VENT #750. INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTINUOUS RIDGE VENT DECORATIVE LOUVER - TYP. Pp RE LI M l NARY ASPHALT SHINGLES NOTE!!! THIS DRAWING IS NOT FOR CONSTRUCTION CONTINUOUS RIDGE VENT = TRUSS BEARING GUTTERS AND DOWNSPOUTS TRUSS BEARING EL :+8-1" EL :+8"-1" (7) JE VINYL "BOARD ON BOARD" 77) pRIVACY FENCE REVISIONS = rorizontat sivine FINISHED FLOOR FINISHED FLOOR PTT EL :+0'-0" EL :+0'-0" 4'-0" STONE VENEER +e CORNER TRIM SINGLE HUNG WINDOW WITH ee SINGLE HUNG WINDOW WITH 4" TRIM (ALL 4 SIDES) 4" TRIM (ALL 4 SIDES) A STANDARD SIDE ELEVATION NOTE: GARAGES ARE 4'-0" 3 STANDARD SIDE ELEVATION SCALE: 3/32" = 1'-0" ME ADOWOO D SCALE: 3/32" = 1'-0" MEADOWOOD LONGER THAN STANDARD GARAGES _ CONTINUOUS RIDGE VENT = = ASPHALT SHINGLES — 3 SINGLE HUNG WINDOW WITH —- 4" TRIM (ALL 4 SIDES) a GUTTERS AND DOWNSPOUTS TRUSS BEARING EL :+8'-1" =| LIGHT FIXTURE | } | \ | boeeeeerereere y | WW HH] iH | | _| | i] | FINISHED FLOOR = CORNER TRIM ° > 9 EL :+0'-0" HORIZONTAL SIDING iS = = 6' HIGH x 8' WIDE VINYL ume oom © oN PRIVACY FENCE (TYP.) — 6'-6"x6'-8" SLIDING PATIO DOOR © oo. 5 . > oO oO . © aoc 2 REAR ELEVATION o 83 ‘ we “ne oO — SCALE: 3/32" = 1'-0 FORESTWOOD, MEADOWOOD 2 ce x ok DECORATIVE a. o oO LOUVER - TYP. CONTINUOUS RIDGE VENT oO SHAKES a ASPHALT SHINGLES a a — —————— ef DECORATIVE LOUVER - TYP. 6 = T TT = eax ae — Zz » TRUSS BEARING GUTTERS AND DOWNSPOUTS O EL 48-1" 4 = LIGHT FIXTURE xt EL :+0'-0" za CORNER TRIM g SINGLE HUNG WINDOW STONE VENEER S WITH 4" TRIM (ALL 4 SIDES) | FRONT ELEVATION OVERHEAD GARAGE DOOR SCALE: 3/32" = 1'-0 FORESTWOOD, MEADOWOOD Z - ro) y 412-0" OVERALL O NI | 4 28'-0" 28'-0" 28'-0" P 28'-0" _— Ne MEADOWOOD FORESTWOOD i] FORESTWOOD MEADOWOOD = @ Wl . | Uj 2 > Sonen Hae [acl JIS 4 aioe == — == - r _ Lu z | = MASTER << BEDROOM OQ w k- MSTR. Za i< aa \ to f = os O WALK-IN | CLOSET Zz 2 MECH. <@ O —! ro) GREAT QO. ROOM | EXTERIOR FINISH MATERIAL SELECTIONS S | ITEM: MATERIAL / STYLE: COLOR: o = | — | O O | - Tl | DECORATIVE LOUVER VINYL WHITE O _ | a) ME wi ASPHALT SHINGLES DIMENSIONAL 30 WEATHERED WOOD ™ q mo) Oo} | LAUNDRY KITCHEN =| YEAR LAMINATED mo ul CLOSET 6 -|=s l =| GUTTERS AND PREFINISHED WHITE Oo ... BEDROOM ENTRY | DOWNSPOUTS ALUMINUM a # FR 2 | a : HORIZONTAL SIDING VINYL VARIES QO o | © a Poe, | pantry eet SHAKES VINYL VARIES —_ o = “e se CLOSET | 5 £ aA “eS = a CORNER TRIM VINYL WHITE Da «a Lu 2 “4 » | . . | STONE VENEER PRESTIGE OHIO SOUTHERN co a GARAGE LIMESTONE OVERHEAD GARAGE DOOR RAISED PANEL WHITE PAN STEEL SINGLE HUNG VINYL STANDARD WHITE WITH COLONIAL PATTERN : 4 p ‘ FLAT GRIDS = — ——TF ——F —————_——_ 6-6" X 6-8" SLIDING PATIO WHITE OVERALL FLOOR PLAN — NOTE: SCALE : 3/32" = 1'-0" FO R = STWOO D M EADOWOO D ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD. mpg-architects.com ARCHITECTS Oo oO oO = Oo a a APARTMENT NEIGHBORHOODS 30 NORTH AVENUE WEST CHICAGO, IL 60185 ===== PDF PAGE 26 ===== [Extraction: OCR (rendered-page OCR)] DECORATIVE LOUVER - TYP. LOMANCO ALUMINUM SLANT BACK ROOF VENT #750. INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTINUOUS RIDGE VENT SHAKES DECORATIVE LOUVER - TYP. PRELIMINARY NOTE!!! THIS DRAWING IS NOT FOR CONSTRUCTION TRUSS BEARING ASPHALT SHINGLES ii 12 CONTINUOUS RIDGE VENT REARING a a. ASPHALT SHINGLES ———————__ | Be \ SUTTERS AND DOWNSPOUTS SSS HIT ey nani : —— : SSS hire —= = \ CORNER TRIM —— A re “pur mint GUTTERS AND DOWNSPOUTS TRUSS BEARING SS yu AA TT EL :+8'-1" = = 3 —— ||] —. HORIZONTAL SIDING —— 7 —= im |= HORIZONTAL SIDING = —— == == = an = ——— ) —= —— CORNER THEA EINISHED FLOOR == SS === SSSSSSSS_—||I |! 6x6 P.T. WOOD POST WITH PVC SLEEVE. : =p EL :+0'-0" mT rm COLOR: WHITE REINFORCED CONCRETE SINGLE HUNG WINDOW STONE VENEER SINGLE HUNG WINDOW WITH cooTNG WITH 4" TRIM (ALL 4 SIDES) 4" TRIM (TOP AND SIDES) FIXED TRANSOM WINDOW WITH 4" TRIM (ALL 4 SIDES) 5 PARTIAL SIDE ELEVATION A STANDARD SIDE ELEVATION 3 HIGH PROFILE SIDE ELEVATION SCALE: 3/32" = 1'-0" SCALE: 3/32" = HAYDENWOOD scale: 3/82"= 1-0" HAYDENWOOD SUNROOM TRUSS BEARING EL :+8'-1" FINISHED FLOOR EL :+0'-0" SINGLE HUNG WINDOW (NO TRIM THIS ELEVATION ONLY) (2) REAR ELEVATION SCALE: 3/32" = 1-0" HAYDENWOOD, HAYDENWOOD SUNROOM _— TRUSS _— BEARING —— = : = @ GUNROOM) ——————————— — VEL :+9'-1" \ ————————— — \ a \ == : = » TRUSS BEARING “t SS EL :+8'-1" — =] SO TTT FINISHED FLOOR "EL :+0'-0" LI | LI VINYL RAILING SINGLE HUNG WINDOW WITH 4" TRIM (ALL 4 SIDES) 1 FRONT ELEVATION SCALE: 3/32" = 1-0" HAYDENWOOD, HAYDENWOOD SUNROOM 182'-0" OVERALL + | 42-0" 2 28'-0" 28'-0" L 28'-0" 7 28'-0" 7 28'-0" | HAYDENWOOD SUNROOM HAYDENWOOD HAYDENWOOD HAYDENWOOD HAYDENWOOD HAYDENWOOD = = | == =) -_W __ ee oe q , | { bo | 4 kb d | | J GARAGE GARAGE Ls ‘AC tl _ aL ° “oe — ai - . q - - . ~ CLOSET MASTER MASTER DEN _ rs re | BEDROOM -° PATIO. = | DEN BEDROOM | ee re | MSTR. WALK-IN MSTR. CLOSET {} 4 er eee BATH K PANTRY z | BATH CLOSET PANTI a rs ~ L. F F > 5 | WALK-IN 3° PANTRY CLOSET és KITCH Lm l 2 suvroom ELE cen (TI! | KITCHEN MECH. | : L ; L—LINEN CLOSET CLOSET GREAT GREAT ROOM BEDROOM BEDROOM ROOM CLOSET CLOSET | ee Sere ENTRY ENTRY Wns pe oe ii pe oe OVERALL FLOOR PLAN SCALE aGD"= 1-0 HAYDENWOOD. HAYDENWOOD SUNROOM 1-0" HAYDENWOOD CONTINUOUS RIDGE VENT ASPHALT SHINGLES DECORATIVE LOUVER - TYP. SHAKES GUTTERS AND DOWNSPOUTS LIGHT FIXTURE HORIZONTAL SIDING CORNER TRIM 6'-6"x6'-8" SLIDING PATIO DOOR OVERHEAD GARAGE DOOR CONTINUOUS RIDGE VENT ASPHALT SHINGLES SHAKES SINGLE HUNG WINDOW WITH 4" TRIM (TOP AND SIDES) GUTTERS AND DOWNSPOUTS HORIZONTAL SIDING STONE VENEER 6x6 P.T. WOOD POST WITH PVC SLEEVE. COLOR: WHITE S ae : : 2 EXTERIOR FINISH MATERIAL SELECTIONS TRUSS BEARING EL :+8'-1" oa REVISIONS FINISHED FLOOR 4 EL :+0'-0" a [o) >! & K $8 9 TS) £¥/° co oa ” © axrl}s S RO} 2 oe) ocl|l= So) © S10 ® 8/6 Ex] & 5 uo) D & g"|¢é © foo) |W ce | ~|O WY Abe OF a x(x abs Lu if =) -—t it LL} > ous < | = << ow O Zz Z 4] |8 O. < nd O O rs O i ol 7) LL nm Ox = — O Q O pee = > Q mM t 30 NORTH AVENUE WEST CHICAGO, IL 60185 OHIO SOUTHERN LIMESTONE OVERHEAD GARAGE DOOR RAISED PANEL PAN STEEL WHITE SINGLE HUNG VINYL STANDARD WHITE WITH COLONIAL PATTERN FLAT GRIDS NOTE: ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD. ===== PDF PAGE 27 ===== [Extraction: OCR (rendered-page OCR)] Landscape Standards Introduction The aesthetic appearance of every Redwood Neighborhood is important to the overall brand identity of the company, which has been built on the basis of quality and consistency in product. The purpose of the Landscape Design Standards is to establish specific guidelines for all portions of site development relating to the landscaping of proposed neighborhoods. This document is to be used as a reference tool throughout the design process by all consultants who are assisting Redwood with the entitlement process, including landscape design. In instances where Redwood’s landscape standards do not align with municipal codes, the project’s Acquisition Manager is responsible for getting any variances approved during approval process. At times, it will be necessary to deviate from these standards based on physical characteristics of the site, or to fulfill certain jurisdictional or municipal requirements. Any departure from the established standards within this document is to be submitted for review and approval by Redwood prior to any formal submittal for zoning or entitlement approval. This communication will ensure brand integrity is maintained, and will identify any construction or ongoing maintenance cost implications that may be incurred. Landscape Plan Typical Information Site Plan The production of landscape plans for entitlement, construction, and bidding shall utilize the standard design concepts outlined in the following section to ensure that consistency is applied to the landscape aesthetic for all sites. It is understood that certain municipalities may require additional landscaping to fulfill code requirements for buffer, streetscape, etc. The landscape architect shall coordinate and communicate any variations required for landscape plan approval to Redwood as early on within the design process as possible, to be included in preliminary cost budgeting. LEGEND: C) C SHADE TREE @ PERENNIALS/ t+ LOWVOLTAGE 2.5" cal. at entrance only ORNAMENTAL GRASSES LANDSCAPE ACCENT LIGHT $] EVERGREEN TREE ANNUAL @© _—ORNAMENTALTREE = ~LOWVOLTAGE = === PVC SLEEVING FOR LANDSCAPE UPLIGHT IRRIGATION ©@© — DECIDUOUS SHRUB (IN MULCH BED) *ONLY IF INTERNALLY LITSIGN = "##****"*** PVC SLEEVING FOR @@ ~~ EVERGREEN SHRUB IS NOT PERMITTED ELECTRIC ===== PDF PAGE 28 ===== [Extraction: OCR (rendered-page OCR)] Landscape Plan [|| petiac uncommon $|| reac weet : i EVERGREEN TREES, VARIED HEIGHTS HARDWOOD "PUBLIC SIDEWALK OS ORNAMENTAL 4-5' HT. ANNUALS/ SEASONAL COLOR MULCH PLANT BED : t— LOW EVERGREEN DOUBLE SIDED ENTRY SIGN FLOWERING PERENNIALS : Asian ~~ pRve TN —— PUBLIC ROAD ——= ===== PDF PAGE 29 ===== [Extraction: OCR (rendered-page OCR)] Entry (Boulevard) 4.5! HT. ORNAMENTAL GRASS ARBWOOD LOW EVERGREEN \ \ MULCH PLANT BED 4 is DOUBLE SIDED / FLOWERING PERENNIALS j ENTRY SIGN ANNUALS/ SEASONAL COLOR , _ RQM i" ENTRANCE _ — —— PUBLIC SIDEWALK | B/ f orve —_— _ ~~ Sis ee — __ —— PUBLIC ROAD —— i ORNAMENTAL GRASS LOW EVERGREEN FLOWERING PERENNIALS BLADE SIGN PANEL ON VINYL POSTS HARDWOOD _ MULCH PLANT BED. ee “ my ~ — COND” wl PUBLIC SIDEWALK [ ENTRY \ aes a -5' HT. tig ml ——— PUBLIC ROAD ——=— Street Frontage Wot} Bb STREET TREE W/ MULCH RING. [ UNIT FRONT TREET FRONTAGE LANDSCAPE TREATMENT, DENSITY VARIES PER MUNICIPALITY CODE REQUIREMENTS “PUBLIC SIDEWALK MULCH PLANT BED ===== PDF PAGE 30 ===== [Extraction: OCR (rendered-page OCR)] Screening (Perimeter) YoY ml ALSOENT PATO DECIOVOUS SADE TREE Screening (Perimeter with Mounding) | DECIDUOUS SHADE TREES ~ Veg. NT PATIOS (TYP } ORNAMENTAL TREES. BACK OF UNITS EVERGREEN TREES ===== PDF PAGE 31 ===== [Extraction: OCR (rendered-page OCR)] Screening (Mid-Building) Sicavetatie 2 RESIDENT PATIO, TYP. - TRIGA ULE oN ° \~ GRAVEL MOW STRIP agit, SEES ENTRY \ LANDSCAPI HARDWOOD MU 03 HO AL OB HOAL 05 io as O1THL __ }] 03 Ho AL 01 CAAC O3TM scene. ot sy me fF O1CAAC 03 IT O1CAAC 93, 03 BU GV} 0 08 HE HR 03 HE HR | | | Lit | | \ Lopveway \ STREET TREE WITH HARDWOOD FRONT LAWN MULCH RING (TYP) ===== PDF PAGE 32 ===== [Extraction: OCR (rendered-page OCR)] Unit (Willowood) 4'.0" | ae ENTRY WALKWAY LANDSCAPE BED WITH HARDWOOD MULCH -~ 03 BU GV 06 CAAC | ar 5 Pali oF 2 i. oe F i TYPICAL BUILDING —~ : _-- 03 BUGY _-- 03 BU GV 08 CAC UP O08 CAAC SIRE Wey ; \ FRONT LAWN, DRIVEWAY Unit (Haydenwood) \c street TREE WITH MULCH RING (TYP, MULCH RING (TYP) STREET TREE WITH HARDWOOD / LAWN HARDWOOD ) —— DRIVEWAY LANDSCAPE BED WITH HARDWOOD MULCH, TYP 06 HE HR 03 SP NF 05 HO AL 03 ILGL 02 SY ME 01 TH PL O3 ILGL 02 SY ME 06 HE HR O1 TH PL 06 SP NF 06 CETO /| |\ ’ | ~ es | 06 HE HR | 03 SP NF og sp NF |’ 03 SP. NF ‘(03 sP NF 05 HO AL OTH PL 01 THPL 01 TH PL| j o2ueL [02 SY ME Ss} On THRE } | E; IN WA IA) AVEL MOW. HS REAR ENTRY WALKW. we GRavEL Mow sTRP——~“E be i DPICAL BUILDING ~ aa , HL OlSYME-—) 02 THAL Ol SY ME 02 TH PL 01 SY ME OF IL GL \ |] o2WGL—\ 06 sP NF O2GL—\ | OSSPNF—\ O2mLGL | 02 SY ME S 05 HE HR 09 HE HR 06 HE HR \ 06 HE HR 06 HE HR O1THPL 06 SPINE 06 CETO CCFRONT ENTRY PATIO CLANDSCAPE BED WITH —— PUBLIC SIDEWALK HARDWOOD MULCH, TYP. ===== PDF PAGE 33 ===== [Extraction: OCR (rendered-page OCR)] Unit (Breezewood) 13-6" 1 | | (REAR) Genet Sf , RESIDENT PATIO, TYP. GRAVEL MOW STRIP LANDSCAPE BED WITH TYPICAL BUILDING wa HARDWOOD MULCH /- ENTRY WALKWAY ¢ O1THPL 01 THPL 01 SY ME 01 SY ME nar 03 8UGY te a 03 8UGV 92 HOw Ot FIGL 01 FIGL 03 SP LP OSHOAL 08 Sete 03 SPP 03 SPLP - 03 PEHA 03 SPP 03 PE HA 03 PE HA 08 HE HR 08 HE HR \ FRONT LAWN STREET TREE WITH HARDWOOD DRIVEWAY MULCH RING (TYP) ===== PDF PAGE 34 ===== [Extraction: OCR (rendered-page OCR)] Leasing Office and Maintenance ~ 03 HO AL O1 SY ME 03 TH PL co GRAVEL MOW STRIP 03 SP NF / eae ne 7 03 BU GV ~ 01 SY ME a 08 HE HR 03 BU GV 05 TH PL 01 SY ME 03 SP NF Lawn Area Details Project sites shall utilize a combination of sod, seed, and areas of no mow/low mow grass. Areas directly adjacent to the structures shall be installed with sod to promote a positive and instantaneous aesthetic and maintain erosion control. Seed shall be utilized in larger open areas between buildings, around retention basins, and in programmed open lawn areas. All remaining areas shall utilize a no mow/low mix of grass. This mixture will lessen the impact to overall maintenance of the site as well as reduce irrigation costs. Specific mixture types may vary per market area, so consult with local landscape contractor to verify best choice. Bermuda grass shall be used as standard seed in North and South Carolina. 10 FY ===== PDF PAGE 35 ===== [Extraction: OCR (rendered-page OCR)] Sample Redwood Traffic Impact: Sagoo EEO anil Trip Generation Results ESO 2010 Trip Generation Results Wena Pi Peak H praeely whes Brownstown Township, MI 115 , rownstown Township, Findlay, OH Entering (%)/Exiting (*%) Entering (%)/Exiting (%) Canton, MI Entering (%)/Exiting (%) Entering (%)/Exiting (%) Commerce Charter Township, MI Entering (%)/Exiting (%) Shelby Charter Township, MI 140 iictaiAverage Rate ee? = oe AM Peak Hour Sue [rota averageRate AE PU [0:32] [SC TPMPesk Hour: [ee ee nlite