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O-40-19 Granting Final PUD plan for Phase I of Forge w exhibits6 Exhibit A Legal Description of Subject Property THE FORGE: LEMONT QUARRIES 16 EXHIBIT A1: PROPERTY TITLE SEARCH LTAP Property THE FORGE: LEMONT QUARRIES 17 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 18 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 19 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 20 EXHIBIT A1: PROPERTY TITLE SEARCH Lemont Township THE FORGE: LEMONT QUARRIES 21 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 22 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 40 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 41 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 42 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 10 LTAP Property (Private - yellow highlighted): Main Street Parcels: (14411-14597 Main Street, Lemont, IL)-- PIN's: 22-21-200-031-0000 (14501); 22-21-200-077-0000 (14597); 22-21-200-020-0000 (14453); 22-21-200-030-0000 (14453); 22-21-200-021-0000 (14437); 22-21-200-015-0000 (14429); 22-21-200-026-0000 (14423); 22-21-200-009-0000 (14411); 12 acres North of Tracks: (14505 Illinois & Michigan Canal, Lemont, IL); PIN: 22-21-200-080-0000 Lemont Township Parcels (light green highlighted): PIN's: 22-21-200-081-0000 (14507 Main St.), 22-21-200-078-0000 (14501 Main St.), 22-21-100-039-0000 (15185 Main St.) Village of Lemont/I&M Canal Reserve Strip) (light blue highlighted): PIN's: a portion of 22-21-200-044-0000 (11270 Boyer St.) and a portion of 22-21-100-030-0000 (14701 Main St.)-- to be re- zoned by the Village of Lemont 22+ acres 12 acres 6.5 acres PARCEL ADDRESSES & PINS 7 Exhibit B Final PUD Plans Phase I with Summary Letter dated 3/28/2019 PHASE I: FINAL PLANNED UNIT DEVELOPMENT THE FORGE LEMONT QUARRIES March 28, 2019 Jason Berry Economic & Community Development Director Community Development Department 418 Main Street Lemont, IL 60439 RE: Phase I Final Planned Unit Development and Rezoning Application: The Forge Lemont Quarries Dear Mr. Berry: On behalf of LTAP Acquisitions, I would like to formally submit the Phase I Final Planned Unit Development Application and Supplemental Information Packet for The Forge: Lemont Quarries (The Forge). As you are aware from previous conversations with the Development Team, The Forge is an extremely unique and complicated planned recreational facility located within and adjacent to the Lemont Quarries Heritage Recreation Area. Due to the projects unique proposed use as an active adventure park, many of the project requirements identified in the Unified Development Ordinance may not be applicable. Due to that, we are requesting variances/compliance within the following areas of the Unified Development Ordinance:  17.07 Building/Structure Height (table 17.07.02) – adventure course towers will exceed 35 foot height standard;  17.11.04 Prohibited Signs – the Forge Logo/sign will be painted on the cargo containers on-site  17.11.090 Standards for Specific Types of Signs – Wall signs (see above)  17.11.150 Signs for Shopping Centers and PUDs – (see above)  17.21.040 Commercial Design Standards – Prohibited Materials (Steel Cargo Containers are to be utilized throughout the park for check-in, restroom, storage and restaurant structures.  17.27 Water Supply – Water will not be provided to the park through the public water supply; the on-site well will be used alternatively through Phase I  17.28 Sanitary Sewers – sewers are not proposed for installation during Phase I. Self-contained restrooms and restaurants are to be operated on-site.  17.29 Storm Water Management – no storm sewer systems are proposed for Phase I due to the nature of the development and the lack of impervious surfaces. Natural sheet flow drainage of the site per current conditions will be continued. As we work through the review process with the Village, please let us know if you and your team have any questions or comments. Sincerely, site design group, ltd. Rob Reuland Studio Director TABLE OF CONTENTS REZONING APPLICATION 4 PUD APPLICATION FORM 12 EXHIBIT A1: PROPERTY TITLE SEARCH 16 EXHIBIT A2: LICENSE AGREEMENT 23 EXHIBIT B: DECLARATION OF EASEMENTS 43 EXHIBIT C: OVERALL SITE PLAN 44 EXHIBIT D: TRAIL PLAN 45 EXHIBIT E: SITE PLAN 46 EXHIBIT F: LANDSCAPE PLANS 57 EXHIBIT G: CONSTRUCTION DETAIL - LIGHTING 69 EXHIBIT H: STRUCTURE ELEVATIONS 71 EXHIBIT I: SIGN PLAN 86 EXHIBIT J: EMERGENCY ACCESS 87 EXHIBIT K: WETLAND DELINEATION 88 EXHIBIT L: TREE SURVEY 91 EXHIBIT M: ALTA SURVEY 107 THE FORGE: LEMONT QUARRIES 4 REZONING APPLICATION THE FORGE: LEMONT QUARRIES 5 REZONING APPLICATION THE FORGE: LEMONT QUARRIES 6 REZONING APPLICATION THE FORGE: LEMONT QUARRIES 7 REZONING APPLICATION THE FORGE: LEMONT QUARRIES 8 PROJECT DESCRIPTION SCOPE AND NATURE OF THE FORGE ADVENTURE PARK LTAP Acquisition is working in conjunction with the Village of Lemont and Lemont Township in the creation of a new adventure park, The Forge Lemont Quarries (The Forge). In total, The Forge Adventure Park will encompass nearly 300 acres of mostly vacant land and natural areas adjacent to the Illinois & Michigan (I&M) Canal and comprising several abandoned quarry sites. The Forge will include land licensed from both the Village and Township. The property that will be subject re-zoning under this application includes that outlined in the attached map. When complete, the park will be operated year-round, 7 days/week (except certain holidays), between 8AM – 11pm. This location is expected to support the following activities: Phase I Outdoor Adventure Course A custom designed aerial adventure course will be constructed on a 10–acre site between the Icebox Quarry and Quarry 1 on the south side of the I&M Canal. The aerial adventure courses will include activities such as zip-lines, climbing towers, rappelling, and other interconnecting ropes course activi- ties. Kid Zone A custom designed kid zone will also be constructed to create an at-ground version of the aerial ad- venture course that is safe for children ages 5 through 12. The kid zone will also include a beginners mountain bike course and pump track. Mountain Bike Course Mountain bike courses of varying skill levels will be installed as part of the project. The primary course will be installed throughout the 10-acre adventure course area. Over time, additional mountain bike trails will be constructed north of the I&M Canal to expand and enhance the mountain biking experi- ence. A shop with mountain bike rentals and repair station will also be included. Water and Land Sports Other outdoor activities will include water sports, such as kayaking, stand up paddle (SUP) boarding, canoing, and fishing. Kayaks and SUP boards will be available for rental on-site. Other land-based activities include paintball and laser tag are possible future additions. In addition, the existing trail system will be expanded to allow better access and functionality for all users throughout The Forge. Separated multi-use, pedestrian, and mountain bike trails will allow all users to safely use The Forge concurrently. Concessions Concessions will be available on-site, which will include a restaurant and bar within a retrofitted cargo container located on LTAP property east of The Forge Quarry. Refueling carts will be located through- out and will sell grab–and–go style food and beverages to patrons. Performance Live music and performances will also be an amenity of The Forge, facilitated by the installation of a stage and outdoor seating area immediately east of The Forge Quarry. Phase I is subject to the submittal of a Final PUD application incorporated herein. THE FORGE: LEMONT QUARRIES 9 Phase II During Phase II, it is planned that LTAP will acquire a public crossing at the IC/CN railroad tracks in order to construct a primary access drive at Walker Road. These improvements will also require the installation of water and sanitary sewer infrastructure improvements simultaneously. At this location, which is anticipated to be the future primary access into The Forge, permanent buildings are planned for the LTAP property east of The Forge Quarry. These buildings are proposed to host park check-in, climbing, ropes courses, and bouldering. A restaurant and kitchen, as well as an indoor special events center, will also be included in Phase II. Phase II is subject to the submittal of a separate Preliminary PUD application. After the completion of Phase I through the completion of Phase II, special events will be held which may include athletic competitions (i.e., running races, triathlons, challenge course competitions, etc.), as well as holiday themed events throughout the year. PROJECT DESCRIPTION THE FORGE: LEMONT QUARRIES 10 LTAP Property (Private - yellow highlighted): Main Street Parcels: (14411-14597 Main Street, Lemont, IL)-- PIN's: 22-21-200-031-0000 (14501); 22-21-200-077-0000 (14597); 22-21-200-020-0000 (14453); 22-21-200-030-0000 (14453); 22-21-200-021-0000 (14437); 22-21-200-015-0000 (14429); 22-21-200-026-0000 (14423); 22-21-200-009-0000 (14411); 12 acres North of Tracks: (14505 Illinois & Michigan Canal, Lemont, IL); PIN: 22-21-200-080-0000 Lemont Township Parcels (light green highlighted): PIN's: 22-21-200-081-0000 (14507 Main St.), 22-21-200-078-0000 (14501 Main St.), 22-21-100-039-0000 (15185 Main St.) Village of Lemont/I&M Canal Reserve Strip) (light blue highlighted): PIN's: a portion of 22-21-200-044-0000 (11270 Boyer St.) and a portion of 22-21-100-030-0000 (14701 Main St.)-- to be re- zoned by the Village of Lemont 22+ acres 12 acres 6.5 acres PARCEL ADDRESSES & PINS THE FORGE: LEMONT QUARRIES 11 REZONING MAP THE FORGE: LEMONT QUARRIES 12 PUD APPLICATION FORM THE FORGE: LEMONT QUARRIES 13 PUD APPLICATION FORM THE FORGE: LEMONT QUARRIES 14 PUD APPLICATION FORM THE FORGE: LEMONT QUARRIES 15 PUD APPLICATION FORM THE FORGE: LEMONT QUARRIES 16 EXHIBIT A1: PROPERTY TITLE SEARCH LTAP Property THE FORGE: LEMONT QUARRIES 17 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 18 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 19 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 20 EXHIBIT A1: PROPERTY TITLE SEARCH Lemont Township THE FORGE: LEMONT QUARRIES 21 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 22 EXHIBIT A1: PROPERTY TITLE SEARCH THE FORGE: LEMONT QUARRIES 23 EXHIBIT A2: LICENSE AGREEMENT Project Summary Parcel Map Enclosed for Reference Proposed Village License Agreement Enclosed Existing Township License Agreement Attached (Existing agreement is being revised accordingly and executed agreement will be provided to Village) THE FORGE: LEMONT QUARRIES 24 PARCEL SUMMARY MAP THE FORGE: LEMONT QUARRIES 25 PROPOSED VILLAGE LICENSE AGREEMENT ENCLOSED THE FORGE: LEMONT QUARRIES 26 PROPOSED VILLAGE LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 27 PROPOSED VILLAGE LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 28 PROPOSED VILLAGE LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 29 PROPOSED VILLAGE LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 30 PROPOSED VILLAGE LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 31 PROPOSED VILLAGE LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 32 PROPOSED VILLAGE LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 33 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 34 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 35 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 36 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 37 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 38 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 39 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 40 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 41 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 42 EXISTING TOWNSHIP LICENSE AGREEMENT THE FORGE: LEMONT QUARRIES 43 EXHIBIT B: DECLARATION OF EASEMENTS LTAP anticipates that there will need to be access easement agreements for the following utility providers: • Electrical (Comed) • Telecommunication (Comcast) Coordination with providers is ongoing. At this time, no other utility services or easements are anticipated. THE FORGE: LEMONT QUARRIES 44 EXHIBIT C: OVERALL SITE PLAN LEGEND: Parking lot (+/- 160 cars, 10 trailers) Canoe & Kayak Rental Parking lot (+/- 50 cars, 2 ADA) Picnic Area, Typ, Relic, Typ. Parking lot (+/- 20 cars) Pedestrian Bridge Pump Track Kid’s Zone Event Lawn w/ Stage & Restaurant Canoe & Kayak Rental Zip Line Aerial Adventure Course & Climbing Tower Restrooms, Typ. Existing Access Drive & Trail Multi-use Trail, Typ Pedestrian Trail, Typ. Mountain Bike Trail, Typ 1 1 2 2 3 4 5 3 6 4 5 6 13 7 7 14 15 16 17 18 15 15 17 18 16 9 8 10 11 8 11 12 13 14 9 12 10 MAIN STR E E T ( T W O W A Y ) CANADI A N N A TI O N A L R AI L W A YILLINOI S & MI C HI G A N C A N A L CHICA G O S A NI T A R Y & SHIP C A N A L THE FORGE QUARRY ICEBOX QUARRY CONSUMERS QUARRY GREAT LAKES QUARRIES THE FORGE: LEMONT QUARRIES 45 EXHIBIT D: TRAIL PLAN LEGEND: Multi-Use Trail Pedestrian Path Mountain Bike Trail THE FORGE: LEMONT QUARRIES 46 THE FORGE QUARRY MAIN STREE T ( T W O - W A Y ) ICEBOX QUARRY CONSUMER QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY BOYER ROAD (TWO-WAY)CHICAG O S A NI T A R Y & S HI P C A N A L ILLINOI S & MI C HI G A N C A N A L LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE EXISTING UTILITY POLE W/TRANSFORMER OVERALL SITE PLAN (FOR REFERENCE ONLY) 1" = 300'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH L INE A MATCH LI N E C SEE L- 1 0 1 0 100 200 300 400'MATCH L INE AMATCH L INE BMATCH L INE B MATCH LI N E C SEE L-103 SEE L-105 SEE L-102 SEE L-104 SEE L-106MATCH L INE DMATCH L INE D SEE L-107 SEE L-108 SEE L-109MATCH L INE EMATCH L INE FMATCH L INE EMATCH L INE F EXHIBIT E: SITE PLAN THE FORGE: LEMONT QUARRIES 47 BOAT PARKING (10 SPACES) EXISTING VEHICULAR ACCESS DRIVE PARKING LOT LIGHTING QUARRY RELIC TO REMAIN AND BE PROTECTED KAYAK / CANOE STORAGE EXISTING BOAT RAMP AND PIER RESTROOM EXISTING PEDESTRIAN BRIDGE PARKING LOT (162 SPACES) SECURITY FENCING CONSUMER QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY ADA PARKING (4 SPACES) PICNIC AREA LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE SITE ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605 p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE AMATCH LINE C 0 20 40 60 10080 120' EXHIBIT E: SITE PLAN THE FORGE: LEMONT QUARRIES 48 AERIAL ADVENTURE COURSE STAGING AREA EXISTING MULTI-USE TRAILRESTROOMSINGLE TRACK MOUNTAIN BIKING TRAIL, APPROXIMATELY 3' WIDE EXISTING PEDESTRIAN BRIDGE ZIP-LINE THE FORGE QUARRY PICNIC AREA AERIAL ADVENTURE COURSE SECURITY FENCING MAIN ST R E E T ( T W O - W A Y ) QUARRY RELIC TO REMAIN AND BE PROTECTED CLIMBING TOWER, TYP AERIAL ADVENTURE COURSE TOWER, TYP ICE BOX QUARRY ILLINOIS & MICHIGAN CANAL PEDESTRIAN TRAIL, APPROXIMATELY 4' WIDE PROPOSED LIGHT FIXTURE LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE EXISTING UTILITY POLE W/TRANSFORMER SITE ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX Description MATCH LINE AMATCH LINE C 0 20 40 60 10080 120' EXHIBIT E: SITE PLAN THE FORGE: LEMONT QUARRIES 49 PEDESTRIAN TRAIL, APPROXIMATELY 5' WIDE QUARRY RELIC TO REMAIN AND BE PROTECTED PARKING LOT (14 SPACES, 2 ADA) PARKING LOT (59 SPACES, 2 ADA) SINGLE TRACK MOUNTAIN BIKE TRAIL, APPROXIMATELY 3' WIDE MULTI-USE TRAIL, APPROXIMATELY 10' WIDE OVERLOOK PICNIC AREA PEDESTRIAN BRIDGE GREAT LAKES QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY CHICAGO SANITARY & SHIP CANAL ILLINOIS & MICHIGAN CANALEXISTING VEHICULAR ACCESS DRIVE PROPOSED LIGHT FIXTURE LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE EXISTING UTILITY POLE W/TRANSFORMER SITE ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE AMATCH LINE B MATCH LINE B0 20 40 60 10080 120' EXHIBIT E: SITE PLAN THE FORGE: LEMONT QUARRIES 50 ZIP-LINE PROPOSED LIGHT FIXTUREEXISTING MULTI-USE TRAIL ZIP LINE RETURN CANOE & KAYAK STORAGE AERIAL ADVENTURE COURSE CHECK-IN & EQUIPMENT STORAGE RESTAURANT AND TERRACE OUTDOOR AMPHITHEATER & STAGE (STAGE EQUIPPED WITH LIGHTS) OPEN LAWN SERVICE ROAD PUMP TRACK PROPOSED PEDESTRIAN BRIDGE RAILROAD TRACKS DUMPSTER ENCLOSURE ADDTIONAL (PROTABLE RESTROOM) AREA FOR SPECIAL EVENTS CANOE & KAYAK LAUNCH SEATING AREA PROPOSED FENCE KIDS AERIAL ADVENTURE COURSE RESTROOM MOUNTAIN BIKE SKILLS COURSE MOUNTAIN BIKE CHECK-IN, REPAIR & STORAGE THE FORGE QUARRY FIRE PIT LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE EXISTING UTILITY POLE W/TRANSFORMER SITE ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX Description MATCH LINE AMATCH LINE C MATCH LINE B0 20 40 60 10080 120' EXHIBIT E: SITE PLAN THE FORGE: LEMONT QUARRIES 51 QUARRY RELIC TO REMAIN AND BE PROTECTED OVERLOOK / FISHING ACCESS VEHICULAR ACCESS ROAD EXISTING PEDESTRIAN BRIDGE ILLINOIS & MICHIGAN CANAL LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE EXISTING UTILITY POLE W/TRANSFORMER SITE ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE BMATCH LINE C 0 20 40 60 10080 120' EXHIBIT E: SITE PLAN THE FORGE: LEMONT QUARRIES 52 ILLINOIS & MICHIGAN CANAL LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE EXISTING UTILITY POLE W/TRANSFORMER SITE ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605 p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX Description MATCH LINE BMATCH LINE C 0 20 40 60 10080 120' EXHIBIT E: SITE PLAN THE FORGE: LEMONT QUARRIES 53 EXISTING PICNIC AREA EXISTING PARKING LOT KAYAK / CANOE LAUNCH EXISTING VEHICULAR ACCESS DRIVE LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE EXISTING UTILITY POLE W/TRANSFORMER SITE ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE DMATCH LINE C 0 20 40 60 10080 120'MATCH LINE EEXHIBIT E: SITE PLAN THE FORGE: LEMONT QUARRIES 54 EXHIBIT E: SITE PLAN LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE EXISTING UTILITY POLE W/TRANSFORMER SITE ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE FMATCH LINE C 0 20 40 60 10080 120' THE FORGE: LEMONT QUARRIES 55 EXHIBIT E: SITE PLAN PEDESTRIAN TRAIL, APPROXIMATELY 5' WIDE LEGEND GRAVEL PAVEMENT PEDESTRIAN BRIDGE MULTI-USE TRAIL, LIMESTONE SCREENINGS PEDESTRIAN PATH, MULCH TRAIL SINGLE TRACK MOUNTAIN BIKE TRAIL, CLAY BASED BIKE TRAIL MIX QUARRY RELIC RESTROOM LIGHT FIXTURE CONCRETE PAVING LTAP PROPERTY LINE PARCEL LINE SECURITY FENCING EXISTING UTILITY POLE WITH PROPOSED LIGHT FIXTURE EXISTING UTILITY POLE W/TRANSFORMER SITE ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_site.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE EMATCH LINE C 0 20 40 60 10080 120'MATCH LINE F THE FORGE: LEMONT QUARRIES 56 EXHIBIT E: SITE PLAN Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_detl_pave.dwg 03/27/2019FINAL PUD CR RR XX Description 4" STABILIZED PATHWAY MIX W/ AGGREGATE BINDER DECOMPOSED AGGREGATE SECTION 1" = 1'-0"1 6" CA-6 COMPACTED TO 95% MOD. PROCTOR DENSITY INSTALLED IN (2) EQ. LIFTS, STONE FINES ROLLED INTO TOP 1" BASE COURSE TO FORM COMPACT, SMOOTH SURFACE COMPACTED SUBGRADE NOTE: 1.INSTALL STABILIZED DECOMPOSED AGGREGATE PER MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. GEOTEXTILE FABRIC MULTI-USE PATH: STABILIZED THE FORGE: LEMONT QUARRIES 57 EXHIBIT F: LANDSCAPE PLANS MAIN STREE T ( T W O - W A Y ) ICEBOX QUARRY CONSUMER QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY BOYER ROAD (TWO-WAY)CHICAG O S A NI T A R Y & S HI P C A N A L ILLINOI S & MI C HI G A N C A N A L LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE OVERALL LANDSCAPE PRESERVATION AND RESTORATION PLAN 1" = 300'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX Description 0 100 200 300 400'MATCH L INE A SEE L- 2 0 1 MATCH L INE AMATCH L INE BMATCH L INE B MATCH LI N E C SEE L-203 SEE L-205 SEE L-202 SEE L-204 SEE L-206MATCH L INE DMATCH L INE D SEE L-207 SEE L-208 SEE L-209MATCH L INE EMATCH L INE FMATCH L INE EMATCH L INE F MATCH LI N E C THE FORGE: LEMONT QUARRIES 58 EXHIBIT F: LANDSCAPE PLANS BOAT PARKING (10 SPACES) EXISTING VEHICULAR ACCESS DRIVE PARKING LOT LIGHTING QUARRY RELIC TO REMAIN AND BE PROTECTED KAYAK / CANOE STORAGE EXISTING BOAT RAMP AND PIER RESTROOM EXISTING PEDESTRIAN BRIDGE PARKING LOT (162 SPACES) SECURITY FENCING CONSUMER QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY ADA PARKING (4 SPACES) TREE PROTECTION FENCING, REFER TO NOTES AND DETAILS PICNIC AREA BERM LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE LANDSCAPE PRESERVATION AND RESTORATION ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605 p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE AMATCH LINE C 0 20 40 60 10080 120' 1.PRIOR TO CONSTRUCTION AND CLEARING AND GRUBBING, CONTRACTOR SHALL STAKE ALL PATH, TRAIL, ROADWAY, AND PARKING LOT IMPROVEMENTS FOR REVIEW BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 2.CONTRACTOR SHALL LIMIT CONSTRUCTION / ARE OF DISTURBANCE TO WITHIN: 2.1.10’ OF PROPOSED PATHS AND TRIALS 2.2.15’ OF PROPOSED ROADWAYS, PARKING LOTS AND OTHER HARDSCAPE IMPROVEMENTS. 3.LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST SHALL IDENTIFY AND FLAG TREES OF INTEREST WITHIN 20’ OF STAKED IMPROVEMENTS WHICH SHALL REQUIRE TREE PROTECTION FENCING, TREE PROTECTION MULCH, CANOPY PRUNING, AND / OR ROOT PRUNING. 4.CONTRACTOR SHALL PROVIDE UNIT COST FOR: 4.1.CLEARING AND GRUBBING ( AC ) 4.2.TREE REMOVAL (1-6” CAL) 4.3.TREE REMOVAL (6”-12” CAL) 4.4.TREE PROTECTION FENCING (LF) 4.5.TREE PROTECTION MULCH (SF) 4.6.CANOPY PRUNING (EA) 4.7.ROOT PRUNING (EA) 5.PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS. 6.VERIFY ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND DIMENSIONS WITH LANDSCAPE ARCHITECT AND/OR CERTIFIED ARBORIST. 7.MAINTAIN PLANT PROTECTION FENCING THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION ACTIVITIES PERMITTED WITHIN THE TREE PROTECTION ZONE UNO. 8.ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF ALL TREES. 9.MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR REVIEW AND APPPROVAL BY LA. 10.PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING CONSTRUCTION OPERATIONS. COORDINATE WITH LANDSCAPE AND/OR CERTIFIED ARBORIST FOR ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS. MULCH LAYER TO BE A 50/50 BLEND OF ¾ INCH SHREDDED HARDWOOD BARK FINES AND ¾ INCH PINE BARK FINES. 11.PROVIDE TEMPORARY IRRIGATION FOR EXISTING PLANT MATERIAL AS NECESSARY AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF PLANT MATERIAL. 12.REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18". BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK. 13.FOR PLANTING PROTECTION DETAILS, SEE SHEET(S) L-208. TOPSOIL SALVAGE & STOCKPILING 1.TOPSOIL WITHIN THE LIMITS OF THE PROJECT SHALL BE SALVAGED PRIOR TO BEGINNING EXCAVATING, FILL OR HAULING, OPERATIONS BY EXCAVATING TOPSOIL AND STOCKPILING THE MATERIAL AT DESIGNATED LOCATIONS BY LANDSCAPE ARCHITECT IN A MANNER THAT WILL FACILITATE MEASUREMENT, MINIMIZE SEDIMENT DAMAGE, AND NOT OBSTRUCT NATURAL DRAINAGE. 2.IMPORTED TOPSOIL, AS REQUIRED, SHALL BE HAULED TO THE SITE AND STOCKPILED IN LOCATIONS DESIGNATED BY LANDSCAPE ARCHITECT. 3.SALVAGED TOPSOIL EXCEEDING THE QUANTITY REQUIRED UNDER THE CONTRACT SHALL BE RESPREAD AT DIRECTION OF LANDSCAPE ARCHITECT. 4.NO SOIL STOCKPILE SHALL EXCEED SIX (6) FEET IN HEIGHT. 5.ALL TOPSOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. 6.ANY TOPSOIL STOCKPILE REMAINING LONGER THAN 30 DAYS SHALL BE SEEDED WITH A STERILE TEMPORARY COVER (SUCH AS REGREEN OR APPROVED EQUIVALENT) OR THE APPROVED SPECIFIED FINAL SEED MIXTURE. 7.UPON COMPLETION OF PROJECT OR AS APPROVED BY LANDSCAPE ARCHITECT, RESPREAD SURPLUS SUBSOIL AND TOPSOIL FROM SITE. GRADE STOCKPILE AREA AS NECESSARY FOR PLANTING OR SEEDING. 8.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OR CLEARING AND GRUBBING OPERATIONS UNTIL IMPROVEMENTS HAVE BEEN STAKED AND TREE PROTECTION FENCING IS ERECTED AND PROVED BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 9.LANDSCAPE RESTORATION SHALL INCLUDE: 9.1.REMEDYING SOIL COMPACTION IN THOSE AREAS IDENTIFIED BY LANDSCAPE ARCHITECT 9.2.IMPORTING 2” DEPTH OF COMPOST AND TILLING INTO UPPER 4-6” OF SOIL 9.3.SEEDING ( SEED MIXED TO BE DETERMINED BY LANDSCAPE ARCHITECT ) 9.4.INSTALLING EROSION CONTROL BLANKET LANDSCAPE REMOVAL, PRESERVATION AND RESTORATION NOTES: THE FORGE: LEMONT QUARRIES 59 AERIAL ADVENTURE COURSE STAGING AREA EXISTING MULTI-USE TRAILRESTROOMSINGLE TRACK MOUNTAIN BIKING TRAIL, APPROXIMATELY 3' WIDE EXISTING PEDESTRIAN BRIDGE ZIP-LINE THE FORGE QUARRY PICNIC AREA AERIAL ADVENTURE COURSE SECURITY FENCING MAIN ST R E E T ( T W O - W A Y ) QUARRY RELIC TO REMAIN AND BE PROTECTED CLIMBING TOWER, TYP AERIAL ADVENTURE COURSE TOWER, TYP ICE BOX QUARRY ILLINOIS & MICHIGAN CANAL PEDESTRIAN TRAIL, APPROXIMATELY 4' WIDE PROPOSED LIGHT FIXTURE WHERE PROPOSED AERIAL ADVENTURE COURSE TOWERS AND / OR AERIAL LINES MAY BE COMFILICT WITH EXISTING TREES, LANDSCAPE ARCHITECT SHALL DERTERMINE WHETHER TEEE IS REMOVED, PRUNED, OR PROTECTED TO REMAIN TREE PROTECTION FENCING, REFER TO NOTES AND DETAILS INVASIVE SPECIES REMOVAL AND RESTORATION, AND ADDITIONAL TREE PLANTING AS NEEDED LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE LANDSCAPE PRESERVATION AND RESTORATION ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX Description MATCH LINE AMATCH LINE C 0 20 40 60 10080 120' 1.PRIOR TO CONSTRUCTION AND CLEARING AND GRUBBING, CONTRACTOR SHALL STAKE ALL PATH, TRAIL, ROADWAY, AND PARKING LOT IMPROVEMENTS FOR REVIEW BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 2.CONTRACTOR SHALL LIMIT CONSTRUCTION / ARE OF DISTURBANCE TO WITHIN: 2.1.10’ OF PROPOSED PATHS AND TRIALS 2.2.15’ OF PROPOSED ROADWAYS, PARKING LOTS AND OTHER HARDSCAPE IMPROVEMENTS. 3.LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST SHALL IDENTIFY AND FLAG TREES OF INTEREST WITHIN 20’ OF STAKED IMPROVEMENTS WHICH SHALL REQUIRE TREE PROTECTION FENCING, TREE PROTECTION MULCH, CANOPY PRUNING, AND / OR ROOT PRUNING. 4.CONTRACTOR SHALL PROVIDE UNIT COST FOR: 4.1.CLEARING AND GRUBBING ( AC ) 4.2.TREE REMOVAL (1-6” CAL) 4.3.TREE REMOVAL (6”-12” CAL) 4.4.TREE PROTECTION FENCING (LF) 4.5.TREE PROTECTION MULCH (SF) 4.6.CANOPY PRUNING (EA) 4.7.ROOT PRUNING (EA) 5.PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS. 6.VERIFY ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND DIMENSIONS WITH LANDSCAPE ARCHITECT AND/OR CERTIFIED ARBORIST. 7.MAINTAIN PLANT PROTECTION FENCING THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION ACTIVITIES PERMITTED WITHIN THE TREE PROTECTION ZONE UNO. 8.ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF ALL TREES. 9.MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR REVIEW AND APPPROVAL BY LA. 10.PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING CONSTRUCTION OPERATIONS. COORDINATE WITH LANDSCAPE AND/OR CERTIFIED ARBORIST FOR ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS. MULCH LAYER TO BE A 50/50 BLEND OF ¾ INCH SHREDDED HARDWOOD BARK FINES AND ¾ INCH PINE BARK FINES. 11.PROVIDE TEMPORARY IRRIGATION FOR EXISTING PLANT MATERIAL AS NECESSARY AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF PLANT MATERIAL. 12.REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18". BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK. 13.FOR PLANTING PROTECTION DETAILS, SEE SHEET(S) L-208. TOPSOIL SALVAGE & STOCKPILING 1.TOPSOIL WITHIN THE LIMITS OF THE PROJECT SHALL BE SALVAGED PRIOR TO BEGINNING EXCAVATING, FILL OR HAULING, OPERATIONS BY EXCAVATING TOPSOIL AND STOCKPILING THE MATERIAL AT DESIGNATED LOCATIONS BY LANDSCAPE ARCHITECT IN A MANNER THAT WILL FACILITATE MEASUREMENT, MINIMIZE SEDIMENT DAMAGE, AND NOT OBSTRUCT NATURAL DRAINAGE. 2.IMPORTED TOPSOIL, AS REQUIRED, SHALL BE HAULED TO THE SITE AND STOCKPILED IN LOCATIONS DESIGNATED BY LANDSCAPE ARCHITECT. 3.SALVAGED TOPSOIL EXCEEDING THE QUANTITY REQUIRED UNDER THE CONTRACT SHALL BE RESPREAD AT DIRECTION OF LANDSCAPE ARCHITECT. 4.NO SOIL STOCKPILE SHALL EXCEED SIX (6) FEET IN HEIGHT. 5.ALL TOPSOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. 6.ANY TOPSOIL STOCKPILE REMAINING LONGER THAN 30 DAYS SHALL BE SEEDED WITH A STERILE TEMPORARY COVER (SUCH AS REGREEN OR APPROVED EQUIVALENT) OR THE APPROVED SPECIFIED FINAL SEED MIXTURE. 7.UPON COMPLETION OF PROJECT OR AS APPROVED BY LANDSCAPE ARCHITECT, RESPREAD SURPLUS SUBSOIL AND TOPSOIL FROM SITE. GRADE STOCKPILE AREA AS NECESSARY FOR PLANTING OR SEEDING. 8.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OR CLEARING AND GRUBBING OPERATIONS UNTIL IMPROVEMENTS HAVE BEEN STAKED AND TREE PROTECTION FENCING IS ERECTED AND PROVED BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 9.LANDSCAPE RESTORATION SHALL INCLUDE: 9.1.REMEDYING SOIL COMPACTION IN THOSE AREAS IDENTIFIED BY LANDSCAPE ARCHITECT 9.2.IMPORTING 2” DEPTH OF COMPOST AND TILLING INTO UPPER 4-6” OF SOIL 9.3.SEEDING ( SEED MIXED TO BE DETERMINED BY LANDSCAPE ARCHITECT ) 9.4.INSTALLING EROSION CONTROL BLANKET LANDSCAPE REMOVAL, PRESERVATION AND RESTORATION NOTES: EXHIBIT F: LANDSCAPE PLANS THE FORGE: LEMONT QUARRIES 60 PEDESTRIAN TRAIL, APPROXIMATELY 5' WIDE QUARRY RELIC TO REMAIN AND BE PROTECTED PARKING LOT (14 SPACES, 2 ADA) PARKING LOT (59 SPACES, 2 ADA) SINGLE TRACK MOUNTAIN BIKE TRAIL, APPROXIMATELY 3' WIDE MULTI-USE TRAIL, APPROXIMATELY 10' WIDE OUTLOOK / FISHING PIER PICNIC AREA, TYP PEDESTRIAN BRIDGE GREAT LAKES QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY GREAT LAKES QUARRY CHICAGO SANITARY & SHIP CANAL ILLINOIS & MICHIGAN CANALEXISTING VEHICULAR ACCESS DRIVE TREE PROTECTION FENCING, REFER TO NOTES AND DETAILS PROPOSED LIGHTING FIXTURE LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE LANDSCAPE PRESERVATION AND RESTORATION ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE AMATCH LINE B MATCH LINE B0 20 40 60 10080 120' 1.PRIOR TO CONSTRUCTION AND CLEARING AND GRUBBING, CONTRACTOR SHALL STAKE ALL PATH, TRAIL, ROADWAY, AND PARKING LOT IMPROVEMENTS FOR REVIEW BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 2.CONTRACTOR SHALL LIMIT CONSTRUCTION / ARE OF DISTURBANCE TO WITHIN: 2.1.10’ OF PROPOSED PATHS AND TRIALS 2.2.15’ OF PROPOSED ROADWAYS, PARKING LOTS AND OTHER HARDSCAPE IMPROVEMENTS. 3.LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST SHALL IDENTIFY AND FLAG TREES OF INTEREST WITHIN 20’ OF STAKED IMPROVEMENTS WHICH SHALL REQUIRE TREE PROTECTION FENCING, TREE PROTECTION MULCH, CANOPY PRUNING, AND / OR ROOT PRUNING. 4.CONTRACTOR SHALL PROVIDE UNIT COST FOR: 4.1.CLEARING AND GRUBBING ( AC ) 4.2.TREE REMOVAL (1-6” CAL) 4.3.TREE REMOVAL (6”-12” CAL) 4.4.TREE PROTECTION FENCING (LF) 4.5.TREE PROTECTION MULCH (SF) 4.6.CANOPY PRUNING (EA) 4.7.ROOT PRUNING (EA) 5.PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS. 6.VERIFY ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND DIMENSIONS WITH LANDSCAPE ARCHITECT AND/OR CERTIFIED ARBORIST. 7.MAINTAIN PLANT PROTECTION FENCING THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION ACTIVITIES PERMITTED WITHIN THE TREE PROTECTION ZONE UNO. 8.ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF ALL TREES. 9.MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR REVIEW AND APPPROVAL BY LA. 10.PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING CONSTRUCTION OPERATIONS. COORDINATE WITH LANDSCAPE AND/OR CERTIFIED ARBORIST FOR ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS. MULCH LAYER TO BE A 50/50 BLEND OF ¾ INCH SHREDDED HARDWOOD BARK FINES AND ¾ INCH PINE BARK FINES. 11.PROVIDE TEMPORARY IRRIGATION FOR EXISTING PLANT MATERIAL AS NECESSARY AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF PLANT MATERIAL. 12.REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18". BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK. 13.FOR PLANTING PROTECTION DETAILS, SEE SHEET(S) L-208. TOPSOIL SALVAGE & STOCKPILING 1.TOPSOIL WITHIN THE LIMITS OF THE PROJECT SHALL BE SALVAGED PRIOR TO BEGINNING EXCAVATING, FILL OR HAULING, OPERATIONS BY EXCAVATING TOPSOIL AND STOCKPILING THE MATERIAL AT DESIGNATED LOCATIONS BY LANDSCAPE ARCHITECT IN A MANNER THAT WILL FACILITATE MEASUREMENT, MINIMIZE SEDIMENT DAMAGE, AND NOT OBSTRUCT NATURAL DRAINAGE. 2.IMPORTED TOPSOIL, AS REQUIRED, SHALL BE HAULED TO THE SITE AND STOCKPILED IN LOCATIONS DESIGNATED BY LANDSCAPE ARCHITECT. 3.SALVAGED TOPSOIL EXCEEDING THE QUANTITY REQUIRED UNDER THE CONTRACT SHALL BE RESPREAD AT DIRECTION OF LANDSCAPE ARCHITECT. 4.NO SOIL STOCKPILE SHALL EXCEED SIX (6) FEET IN HEIGHT. 5.ALL TOPSOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. 6.ANY TOPSOIL STOCKPILE REMAINING LONGER THAN 30 DAYS SHALL BE SEEDED WITH A STERILE TEMPORARY COVER (SUCH AS REGREEN OR APPROVED EQUIVALENT) OR THE APPROVED SPECIFIED FINAL SEED MIXTURE. 7.UPON COMPLETION OF PROJECT OR AS APPROVED BY LANDSCAPE ARCHITECT, RESPREAD SURPLUS SUBSOIL AND TOPSOIL FROM SITE. GRADE STOCKPILE AREA AS NECESSARY FOR PLANTING OR SEEDING. 8.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OR CLEARING AND GRUBBING OPERATIONS UNTIL IMPROVEMENTS HAVE BEEN STAKED AND TREE PROTECTION FENCING IS ERECTED AND PROVED BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 9.LANDSCAPE RESTORATION SHALL INCLUDE: 9.1.REMEDYING SOIL COMPACTION IN THOSE AREAS IDENTIFIED BY LANDSCAPE ARCHITECT 9.2.IMPORTING 2” DEPTH OF COMPOST AND TILLING INTO UPPER 4-6” OF SOIL 9.3.SEEDING ( SEED MIXED TO BE DETERMINED BY LANDSCAPE ARCHITECT ) 9.4.INSTALLING EROSION CONTROL BLANKET LANDSCAPE REMOVAL, PRESERVATION AND RESTORATION NOTES: EXHIBIT F: LANDSCAPE PLANSEXHIBIT F: LANDSCAPE PLANS THE FORGE: LEMONT QUARRIES 61 ZIP-LINE PROPOSED LIGHT FIXTURE EXISTING MULTI-USE TRAIL ZIP RETURN CANOE & KAYAK STORAGE AERIAL ADVENTURE COURSE CHECK-IN & EQUIPMENT STORAGE RESTAURANT AND TERRACE OUTDOOR AMPHITHEATER & STAGE (STAGE EQUIPPED WITH LIGHTS) OPEN LAWN SERVICE ROAD PUMP TRACK TRAILS SHALL BE STAKED AND ADJUSTED IN THE FIELD TO AVOID TREES OF INTEREST PROPOSED PEDESTRIAN BRIDGE RAILROAD TRACKS DUMPSTER ENCLOSUREADDITIONAL (PORTABLE) RESTROOM AREA FOR SPECIAL EVENTS CANOE & KAYAK LAUNCH SEATING AREA PROPOSED FENCE KIDS AERIAL ADVENTURE COURSE RESTROOM MOUNTAIN BIKE SKILLS COURSE MOUNTAIN BIKE CHECK-IN, REPAIR & STORAGE QUARRY 1 TREE PROTECTION FENCING, REFER TO NOTES AND DETAILS FIRE PIT LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE LANDSCAPE PRESERVATION AND RESTORATION ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX Description MATCH LINE AMATCH LINE C MATCH LINE B0 20 40 60 10080 120' 1.PRIOR TO CONSTRUCTION AND CLEARING AND GRUBBING, CONTRACTOR SHALL STAKE ALL PATH, TRAIL, ROADWAY, AND PARKING LOT IMPROVEMENTS FOR REVIEW BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 2.CONTRACTOR SHALL LIMIT CONSTRUCTION / ARE OF DISTURBANCE TO WITHIN: 2.1.10’ OF PROPOSED PATHS AND TRIALS 2.2.15’ OF PROPOSED ROADWAYS, PARKING LOTS AND OTHER HARDSCAPE IMPROVEMENTS. 3.LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST SHALL IDENTIFY AND FLAG TREES OF INTEREST WITHIN 20’ OF STAKED IMPROVEMENTS WHICH SHALL REQUIRE TREE PROTECTION FENCING, TREE PROTECTION MULCH, CANOPY PRUNING, AND / OR ROOT PRUNING. 4.CONTRACTOR SHALL PROVIDE UNIT COST FOR: 4.1.CLEARING AND GRUBBING ( AC ) 4.2.TREE REMOVAL (1-6” CAL) 4.3.TREE REMOVAL (6”-12” CAL) 4.4.TREE PROTECTION FENCING (LF) 4.5.TREE PROTECTION MULCH (SF) 4.6.CANOPY PRUNING (EA) 4.7.ROOT PRUNING (EA) 5.PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS. 6.VERIFY ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND DIMENSIONS WITH LANDSCAPE ARCHITECT AND/OR CERTIFIED ARBORIST. 7.MAINTAIN PLANT PROTECTION FENCING THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION ACTIVITIES PERMITTED WITHIN THE TREE PROTECTION ZONE UNO. 8.ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF ALL TREES. 9.MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR REVIEW AND APPPROVAL BY LA. 10.PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING CONSTRUCTION OPERATIONS. COORDINATE WITH LANDSCAPE AND/OR CERTIFIED ARBORIST FOR ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS. MULCH LAYER TO BE A 50/50 BLEND OF ¾ INCH SHREDDED HARDWOOD BARK FINES AND ¾ INCH PINE BARK FINES. 11.PROVIDE TEMPORARY IRRIGATION FOR EXISTING PLANT MATERIAL AS NECESSARY AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF PLANT MATERIAL. 12.REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18". BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK. 13.FOR PLANTING PROTECTION DETAILS, SEE SHEET(S) L-208. TOPSOIL SALVAGE & STOCKPILING 1.TOPSOIL WITHIN THE LIMITS OF THE PROJECT SHALL BE SALVAGED PRIOR TO BEGINNING EXCAVATING, FILL OR HAULING, OPERATIONS BY EXCAVATING TOPSOIL AND STOCKPILING THE MATERIAL AT DESIGNATED LOCATIONS BY LANDSCAPE ARCHITECT IN A MANNER THAT WILL FACILITATE MEASUREMENT, MINIMIZE SEDIMENT DAMAGE, AND NOT OBSTRUCT NATURAL DRAINAGE. 2.IMPORTED TOPSOIL, AS REQUIRED, SHALL BE HAULED TO THE SITE AND STOCKPILED IN LOCATIONS DESIGNATED BY LANDSCAPE ARCHITECT. 3.SALVAGED TOPSOIL EXCEEDING THE QUANTITY REQUIRED UNDER THE CONTRACT SHALL BE RESPREAD AT DIRECTION OF LANDSCAPE ARCHITECT. 4.NO SOIL STOCKPILE SHALL EXCEED SIX (6) FEET IN HEIGHT. 5.ALL TOPSOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. 6.ANY TOPSOIL STOCKPILE REMAINING LONGER THAN 30 DAYS SHALL BE SEEDED WITH A STERILE TEMPORARY COVER (SUCH AS REGREEN OR APPROVED EQUIVALENT) OR THE APPROVED SPECIFIED FINAL SEED MIXTURE. 7.UPON COMPLETION OF PROJECT OR AS APPROVED BY LANDSCAPE ARCHITECT, RESPREAD SURPLUS SUBSOIL AND TOPSOIL FROM SITE. GRADE STOCKPILE AREA AS NECESSARY FOR PLANTING OR SEEDING. 8.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OR CLEARING AND GRUBBING OPERATIONS UNTIL IMPROVEMENTS HAVE BEEN STAKED AND TREE PROTECTION FENCING IS ERECTED AND PROVED BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 9.LANDSCAPE RESTORATION SHALL INCLUDE: 9.1.REMEDYING SOIL COMPACTION IN THOSE AREAS IDENTIFIED BY LANDSCAPE ARCHITECT 9.2.IMPORTING 2” DEPTH OF COMPOST AND TILLING INTO UPPER 4-6” OF SOIL 9.3.SEEDING ( SEED MIXED TO BE DETERMINED BY LANDSCAPE ARCHITECT ) 9.4.INSTALLING EROSION CONTROL BLANKET LANDSCAPE REMOVAL, PRESERVATION AND RESTORATION NOTES: EXHIBIT F: LANDSCAPE PLANS THE FORGE: LEMONT QUARRIES 62 QUARRY RELIC TO REMAIN AND BE PROTECTED OVERLOOK / FISHING ACCESS VEHICULAR ACCESS ROAD EXISTING PEDESTRIAN BRIDGE ILLINOIS & MICHIGAN CANAL LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE LANDSCAPE PRESERVATION AND RESTORATION ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE BMATCH LINE C 0 20 40 60 10080 120' 1.PRIOR TO CONSTRUCTION AND CLEARING AND GRUBBING, CONTRACTOR SHALL STAKE ALL PATH, TRAIL, ROADWAY, AND PARKING LOT IMPROVEMENTS FOR REVIEW BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 2.CONTRACTOR SHALL LIMIT CONSTRUCTION / ARE OF DISTURBANCE TO WITHIN: 2.1.10’ OF PROPOSED PATHS AND TRIALS 2.2.15’ OF PROPOSED ROADWAYS, PARKING LOTS AND OTHER HARDSCAPE IMPROVEMENTS. 3.LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST SHALL IDENTIFY AND FLAG TREES OF INTEREST WITHIN 20’ OF STAKED IMPROVEMENTS WHICH SHALL REQUIRE TREE PROTECTION FENCING, TREE PROTECTION MULCH, CANOPY PRUNING, AND / OR ROOT PRUNING. 4.CONTRACTOR SHALL PROVIDE UNIT COST FOR: 4.1.CLEARING AND GRUBBING ( AC ) 4.2.TREE REMOVAL (1-6” CAL) 4.3.TREE REMOVAL (6”-12” CAL) 4.4.TREE PROTECTION FENCING (LF) 4.5.TREE PROTECTION MULCH (SF) 4.6.CANOPY PRUNING (EA) 4.7.ROOT PRUNING (EA) 5.PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS. 6.VERIFY ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND DIMENSIONS WITH LANDSCAPE ARCHITECT AND/OR CERTIFIED ARBORIST. 7.MAINTAIN PLANT PROTECTION FENCING THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION ACTIVITIES PERMITTED WITHIN THE TREE PROTECTION ZONE UNO. 8.ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF ALL TREES. 9.MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR REVIEW AND APPPROVAL BY LA. 10.PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING CONSTRUCTION OPERATIONS. COORDINATE WITH LANDSCAPE AND/OR CERTIFIED ARBORIST FOR ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS. MULCH LAYER TO BE A 50/50 BLEND OF ¾ INCH SHREDDED HARDWOOD BARK FINES AND ¾ INCH PINE BARK FINES. 11.PROVIDE TEMPORARY IRRIGATION FOR EXISTING PLANT MATERIAL AS NECESSARY AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF PLANT MATERIAL. 12.REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18". BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK. 13.FOR PLANTING PROTECTION DETAILS, SEE SHEET(S) L-208. TOPSOIL SALVAGE & STOCKPILING 1.TOPSOIL WITHIN THE LIMITS OF THE PROJECT SHALL BE SALVAGED PRIOR TO BEGINNING EXCAVATING, FILL OR HAULING, OPERATIONS BY EXCAVATING TOPSOIL AND STOCKPILING THE MATERIAL AT DESIGNATED LOCATIONS BY LANDSCAPE ARCHITECT IN A MANNER THAT WILL FACILITATE MEASUREMENT, MINIMIZE SEDIMENT DAMAGE, AND NOT OBSTRUCT NATURAL DRAINAGE. 2.IMPORTED TOPSOIL, AS REQUIRED, SHALL BE HAULED TO THE SITE AND STOCKPILED IN LOCATIONS DESIGNATED BY LANDSCAPE ARCHITECT. 3.SALVAGED TOPSOIL EXCEEDING THE QUANTITY REQUIRED UNDER THE CONTRACT SHALL BE RESPREAD AT DIRECTION OF LANDSCAPE ARCHITECT. 4.NO SOIL STOCKPILE SHALL EXCEED SIX (6) FEET IN HEIGHT. 5.ALL TOPSOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. 6.ANY TOPSOIL STOCKPILE REMAINING LONGER THAN 30 DAYS SHALL BE SEEDED WITH A STERILE TEMPORARY COVER (SUCH AS REGREEN OR APPROVED EQUIVALENT) OR THE APPROVED SPECIFIED FINAL SEED MIXTURE. 7.UPON COMPLETION OF PROJECT OR AS APPROVED BY LANDSCAPE ARCHITECT, RESPREAD SURPLUS SUBSOIL AND TOPSOIL FROM SITE. GRADE STOCKPILE AREA AS NECESSARY FOR PLANTING OR SEEDING. 8.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OR CLEARING AND GRUBBING OPERATIONS UNTIL IMPROVEMENTS HAVE BEEN STAKED AND TREE PROTECTION FENCING IS ERECTED AND PROVED BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 9.LANDSCAPE RESTORATION SHALL INCLUDE: 9.1.REMEDYING SOIL COMPACTION IN THOSE AREAS IDENTIFIED BY LANDSCAPE ARCHITECT 9.2.IMPORTING 2” DEPTH OF COMPOST AND TILLING INTO UPPER 4-6” OF SOIL 9.3.SEEDING ( SEED MIXED TO BE DETERMINED BY LANDSCAPE ARCHITECT ) 9.4.INSTALLING EROSION CONTROL BLANKET LANDSCAPE REMOVAL, PRESERVATION AND RESTORATION NOTES: EXHIBIT F: LANDSCAPE PLANS THE FORGE: LEMONT QUARRIES 63 ILLINOIS & MICHIGAN CANAL LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE LANDSCAPE PRESERVATION AND RESTORATION ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605 p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX Description MATCH LINE BMATCH LINE C 0 20 40 60 10080 120' 1.PRIOR TO CONSTRUCTION AND CLEARING AND GRUBBING, CONTRACTOR SHALL STAKE ALL PATH, TRAIL, ROADWAY, AND PARKING LOT IMPROVEMENTS FOR REVIEW BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 2.CONTRACTOR SHALL LIMIT CONSTRUCTION / ARE OF DISTURBANCE TO WITHIN: 2.1.10’ OF PROPOSED PATHS AND TRIALS 2.2.15’ OF PROPOSED ROADWAYS, PARKING LOTS AND OTHER HARDSCAPE IMPROVEMENTS. 3.LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST SHALL IDENTIFY AND FLAG TREES OF INTEREST WITHIN 20’ OF STAKED IMPROVEMENTS WHICH SHALL REQUIRE TREE PROTECTION FENCING, TREE PROTECTION MULCH, CANOPY PRUNING, AND / OR ROOT PRUNING. 4.CONTRACTOR SHALL PROVIDE UNIT COST FOR: 4.1.CLEARING AND GRUBBING ( AC ) 4.2.TREE REMOVAL (1-6” CAL) 4.3.TREE REMOVAL (6”-12” CAL) 4.4.TREE PROTECTION FENCING (LF) 4.5.TREE PROTECTION MULCH (SF) 4.6.CANOPY PRUNING (EA) 4.7.ROOT PRUNING (EA) 5.PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS. 6.VERIFY ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND DIMENSIONS WITH LANDSCAPE ARCHITECT AND/OR CERTIFIED ARBORIST. 7.MAINTAIN PLANT PROTECTION FENCING THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION ACTIVITIES PERMITTED WITHIN THE TREE PROTECTION ZONE UNO. 8.ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF ALL TREES. 9.MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR REVIEW AND APPPROVAL BY LA. 10.PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING CONSTRUCTION OPERATIONS. COORDINATE WITH LANDSCAPE AND/OR CERTIFIED ARBORIST FOR ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS. MULCH LAYER TO BE A 50/50 BLEND OF ¾ INCH SHREDDED HARDWOOD BARK FINES AND ¾ INCH PINE BARK FINES. 11.PROVIDE TEMPORARY IRRIGATION FOR EXISTING PLANT MATERIAL AS NECESSARY AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF PLANT MATERIAL. 12.REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18". BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK. 13.FOR PLANTING PROTECTION DETAILS, SEE SHEET(S) L-208. TOPSOIL SALVAGE & STOCKPILING 1.TOPSOIL WITHIN THE LIMITS OF THE PROJECT SHALL BE SALVAGED PRIOR TO BEGINNING EXCAVATING, FILL OR HAULING, OPERATIONS BY EXCAVATING TOPSOIL AND STOCKPILING THE MATERIAL AT DESIGNATED LOCATIONS BY LANDSCAPE ARCHITECT IN A MANNER THAT WILL FACILITATE MEASUREMENT, MINIMIZE SEDIMENT DAMAGE, AND NOT OBSTRUCT NATURAL DRAINAGE. 2.IMPORTED TOPSOIL, AS REQUIRED, SHALL BE HAULED TO THE SITE AND STOCKPILED IN LOCATIONS DESIGNATED BY LANDSCAPE ARCHITECT. 3.SALVAGED TOPSOIL EXCEEDING THE QUANTITY REQUIRED UNDER THE CONTRACT SHALL BE RESPREAD AT DIRECTION OF LANDSCAPE ARCHITECT. 4.NO SOIL STOCKPILE SHALL EXCEED SIX (6) FEET IN HEIGHT. 5.ALL TOPSOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. 6.ANY TOPSOIL STOCKPILE REMAINING LONGER THAN 30 DAYS SHALL BE SEEDED WITH A STERILE TEMPORARY COVER (SUCH AS REGREEN OR APPROVED EQUIVALENT) OR THE APPROVED SPECIFIED FINAL SEED MIXTURE. 7.UPON COMPLETION OF PROJECT OR AS APPROVED BY LANDSCAPE ARCHITECT, RESPREAD SURPLUS SUBSOIL AND TOPSOIL FROM SITE. GRADE STOCKPILE AREA AS NECESSARY FOR PLANTING OR SEEDING. 8.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OR CLEARING AND GRUBBING OPERATIONS UNTIL IMPROVEMENTS HAVE BEEN STAKED AND TREE PROTECTION FENCING IS ERECTED AND PROVED BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 9.LANDSCAPE RESTORATION SHALL INCLUDE: 9.1.REMEDYING SOIL COMPACTION IN THOSE AREAS IDENTIFIED BY LANDSCAPE ARCHITECT 9.2.IMPORTING 2” DEPTH OF COMPOST AND TILLING INTO UPPER 4-6” OF SOIL 9.3.SEEDING ( SEED MIXED TO BE DETERMINED BY LANDSCAPE ARCHITECT ) 9.4.INSTALLING EROSION CONTROL BLANKET LANDSCAPE REMOVAL, PRESERVATION AND RESTORATION NOTES: EXHIBIT F: LANDSCAPE PLANS THE FORGE: LEMONT QUARRIES 64 PICNIC AREA PARKING LOT (14 SPACES) KAYAK / CANOE LAUNCH EXISTING VEHICULAR ACCESS DRIVE LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE LANDSCAPE PRESERVATION AND RESTORATION ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE DMATCH LINE C 0 20 40 60 10080 120' 1.PRIOR TO CONSTRUCTION AND CLEARING AND GRUBBING, CONTRACTOR SHALL STAKE ALL PATH, TRAIL, ROADWAY, AND PARKING LOT IMPROVEMENTS FOR REVIEW BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 2.CONTRACTOR SHALL LIMIT CONSTRUCTION / ARE OF DISTURBANCE TO WITHIN: 2.1.10’ OF PROPOSED PATHS AND TRIALS 2.2.15’ OF PROPOSED ROADWAYS, PARKING LOTS AND OTHER HARDSCAPE IMPROVEMENTS. 3.LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST SHALL IDENTIFY AND FLAG TREES OF INTEREST WITHIN 20’ OF STAKED IMPROVEMENTS WHICH SHALL REQUIRE TREE PROTECTION FENCING, TREE PROTECTION MULCH, CANOPY PRUNING, AND / OR ROOT PRUNING. 4.CONTRACTOR SHALL PROVIDE UNIT COST FOR: 4.1.CLEARING AND GRUBBING ( AC ) 4.2.TREE REMOVAL (1-6” CAL) 4.3.TREE REMOVAL (6”-12” CAL) 4.4.TREE PROTECTION FENCING (LF) 4.5.TREE PROTECTION MULCH (SF) 4.6.CANOPY PRUNING (EA) 4.7.ROOT PRUNING (EA) 5.PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS. 6.VERIFY ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND DIMENSIONS WITH LANDSCAPE ARCHITECT AND/OR CERTIFIED ARBORIST. 7.MAINTAIN PLANT PROTECTION FENCING THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION ACTIVITIES PERMITTED WITHIN THE TREE PROTECTION ZONE UNO. 8.ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF ALL TREES. 9.MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR REVIEW AND APPPROVAL BY LA. 10.PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING CONSTRUCTION OPERATIONS. COORDINATE WITH LANDSCAPE AND/OR CERTIFIED ARBORIST FOR ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS. MULCH LAYER TO BE A 50/50 BLEND OF ¾ INCH SHREDDED HARDWOOD BARK FINES AND ¾ INCH PINE BARK FINES. 11.PROVIDE TEMPORARY IRRIGATION FOR EXISTING PLANT MATERIAL AS NECESSARY AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF PLANT MATERIAL. 12.REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18". BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK. 13.FOR PLANTING PROTECTION DETAILS, SEE SHEET(S) L-208. TOPSOIL SALVAGE & STOCKPILING 1.TOPSOIL WITHIN THE LIMITS OF THE PROJECT SHALL BE SALVAGED PRIOR TO BEGINNING EXCAVATING, FILL OR HAULING, OPERATIONS BY EXCAVATING TOPSOIL AND STOCKPILING THE MATERIAL AT DESIGNATED LOCATIONS BY LANDSCAPE ARCHITECT IN A MANNER THAT WILL FACILITATE MEASUREMENT, MINIMIZE SEDIMENT DAMAGE, AND NOT OBSTRUCT NATURAL DRAINAGE. 2.IMPORTED TOPSOIL, AS REQUIRED, SHALL BE HAULED TO THE SITE AND STOCKPILED IN LOCATIONS DESIGNATED BY LANDSCAPE ARCHITECT. 3.SALVAGED TOPSOIL EXCEEDING THE QUANTITY REQUIRED UNDER THE CONTRACT SHALL BE RESPREAD AT DIRECTION OF LANDSCAPE ARCHITECT. 4.NO SOIL STOCKPILE SHALL EXCEED SIX (6) FEET IN HEIGHT. 5.ALL TOPSOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. 6.ANY TOPSOIL STOCKPILE REMAINING LONGER THAN 30 DAYS SHALL BE SEEDED WITH A STERILE TEMPORARY COVER (SUCH AS REGREEN OR APPROVED EQUIVALENT) OR THE APPROVED SPECIFIED FINAL SEED MIXTURE. 7.UPON COMPLETION OF PROJECT OR AS APPROVED BY LANDSCAPE ARCHITECT, RESPREAD SURPLUS SUBSOIL AND TOPSOIL FROM SITE. GRADE STOCKPILE AREA AS NECESSARY FOR PLANTING OR SEEDING. 8.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OR CLEARING AND GRUBBING OPERATIONS UNTIL IMPROVEMENTS HAVE BEEN STAKED AND TREE PROTECTION FENCING IS ERECTED AND PROVED BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 9.LANDSCAPE RESTORATION SHALL INCLUDE: 9.1.REMEDYING SOIL COMPACTION IN THOSE AREAS IDENTIFIED BY LANDSCAPE ARCHITECT 9.2.IMPORTING 2” DEPTH OF COMPOST AND TILLING INTO UPPER 4-6” OF SOIL 9.3.SEEDING ( SEED MIXED TO BE DETERMINED BY LANDSCAPE ARCHITECT ) 9.4.INSTALLING EROSION CONTROL BLANKET LANDSCAPE REMOVAL, PRESERVATION AND RESTORATION NOTES:MATCH LINE EEXHIBIT F: LANDSCAPE PLANS THE FORGE: LEMONT QUARRIES 65 EXHIBIT F: LANDSCAPE PLANS LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE LANDSCAPE PRESERVATION AND RESTORATION ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE EMATCH LINE C 0 20 40 60 10080 120' 1.PRIOR TO CONSTRUCTION AND CLEARING AND GRUBBING, CONTRACTOR SHALL STAKE ALL PATH, TRAIL, ROADWAY, AND PARKING LOT IMPROVEMENTS FOR REVIEW BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 2.CONTRACTOR SHALL LIMIT CONSTRUCTION / ARE OF DISTURBANCE TO WITHIN: 2.1.10’ OF PROPOSED PATHS AND TRIALS 2.2.15’ OF PROPOSED ROADWAYS, PARKING LOTS AND OTHER HARDSCAPE IMPROVEMENTS. 3.LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST SHALL IDENTIFY AND FLAG TREES OF INTEREST WITHIN 20’ OF STAKED IMPROVEMENTS WHICH SHALL REQUIRE TREE PROTECTION FENCING, TREE PROTECTION MULCH, CANOPY PRUNING, AND / OR ROOT PRUNING. 4.CONTRACTOR SHALL PROVIDE UNIT COST FOR: 4.1.CLEARING AND GRUBBING ( AC ) 4.2.TREE REMOVAL (1-6” CAL) 4.3.TREE REMOVAL (6”-12” CAL) 4.4.TREE PROTECTION FENCING (LF) 4.5.TREE PROTECTION MULCH (SF) 4.6.CANOPY PRUNING (EA) 4.7.ROOT PRUNING (EA) 5.PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS. 6.VERIFY ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND DIMENSIONS WITH LANDSCAPE ARCHITECT AND/OR CERTIFIED ARBORIST. 7.MAINTAIN PLANT PROTECTION FENCING THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION ACTIVITIES PERMITTED WITHIN THE TREE PROTECTION ZONE UNO. 8.ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF ALL TREES. 9.MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR REVIEW AND APPPROVAL BY LA. 10.PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING CONSTRUCTION OPERATIONS. COORDINATE WITH LANDSCAPE AND/OR CERTIFIED ARBORIST FOR ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS. MULCH LAYER TO BE A 50/50 BLEND OF ¾ INCH SHREDDED HARDWOOD BARK FINES AND ¾ INCH PINE BARK FINES. 11.PROVIDE TEMPORARY IRRIGATION FOR EXISTING PLANT MATERIAL AS NECESSARY AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF PLANT MATERIAL. 12.REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18". BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK. 13.FOR PLANTING PROTECTION DETAILS, SEE SHEET(S) L-208. TOPSOIL SALVAGE & STOCKPILING 1.TOPSOIL WITHIN THE LIMITS OF THE PROJECT SHALL BE SALVAGED PRIOR TO BEGINNING EXCAVATING, FILL OR HAULING, OPERATIONS BY EXCAVATING TOPSOIL AND STOCKPILING THE MATERIAL AT DESIGNATED LOCATIONS BY LANDSCAPE ARCHITECT IN A MANNER THAT WILL FACILITATE MEASUREMENT, MINIMIZE SEDIMENT DAMAGE, AND NOT OBSTRUCT NATURAL DRAINAGE. 2.IMPORTED TOPSOIL, AS REQUIRED, SHALL BE HAULED TO THE SITE AND STOCKPILED IN LOCATIONS DESIGNATED BY LANDSCAPE ARCHITECT. 3.SALVAGED TOPSOIL EXCEEDING THE QUANTITY REQUIRED UNDER THE CONTRACT SHALL BE RESPREAD AT DIRECTION OF LANDSCAPE ARCHITECT. 4.NO SOIL STOCKPILE SHALL EXCEED SIX (6) FEET IN HEIGHT. 5.ALL TOPSOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. 6.ANY TOPSOIL STOCKPILE REMAINING LONGER THAN 30 DAYS SHALL BE SEEDED WITH A STERILE TEMPORARY COVER (SUCH AS REGREEN OR APPROVED EQUIVALENT) OR THE APPROVED SPECIFIED FINAL SEED MIXTURE. 7.UPON COMPLETION OF PROJECT OR AS APPROVED BY LANDSCAPE ARCHITECT, RESPREAD SURPLUS SUBSOIL AND TOPSOIL FROM SITE. GRADE STOCKPILE AREA AS NECESSARY FOR PLANTING OR SEEDING. 8.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OR CLEARING AND GRUBBING OPERATIONS UNTIL IMPROVEMENTS HAVE BEEN STAKED AND TREE PROTECTION FENCING IS ERECTED AND PROVED BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 9.LANDSCAPE RESTORATION SHALL INCLUDE: 9.1.REMEDYING SOIL COMPACTION IN THOSE AREAS IDENTIFIED BY LANDSCAPE ARCHITECT 9.2.IMPORTING 2” DEPTH OF COMPOST AND TILLING INTO UPPER 4-6” OF SOIL 9.3.SEEDING ( SEED MIXED TO BE DETERMINED BY LANDSCAPE ARCHITECT ) 9.4.INSTALLING EROSION CONTROL BLANKET LANDSCAPE REMOVAL, PRESERVATION AND RESTORATION NOTES:MATCH LINE F THE FORGE: LEMONT QUARRIES 66 EXHIBIT F: LANDSCAPE PLANS LEGEND EXISTING TREE OF INTEREST, PROTECT TO REMAIN UNO TREE PROTECTION FENCE EXISTING TREE, TO BE REMOVED SHADE TREE LANDSCAPE PRESERVATION AND RESTORATION ENLARGEMENT PLAN 1" = 60'-0" Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_land.dwg 03/27/2019FINAL PUD CR RR XX DescriptionMATCH LINE FMATCH LINE C 0 20 40 60 10080 120' 1.PRIOR TO CONSTRUCTION AND CLEARING AND GRUBBING, CONTRACTOR SHALL STAKE ALL PATH, TRAIL, ROADWAY, AND PARKING LOT IMPROVEMENTS FOR REVIEW BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 2.CONTRACTOR SHALL LIMIT CONSTRUCTION / ARE OF DISTURBANCE TO WITHIN: 2.1.10’ OF PROPOSED PATHS AND TRIALS 2.2.15’ OF PROPOSED ROADWAYS, PARKING LOTS AND OTHER HARDSCAPE IMPROVEMENTS. 3.LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST SHALL IDENTIFY AND FLAG TREES OF INTEREST WITHIN 20’ OF STAKED IMPROVEMENTS WHICH SHALL REQUIRE TREE PROTECTION FENCING, TREE PROTECTION MULCH, CANOPY PRUNING, AND / OR ROOT PRUNING. 4.CONTRACTOR SHALL PROVIDE UNIT COST FOR: 4.1.CLEARING AND GRUBBING ( AC ) 4.2.TREE REMOVAL (1-6” CAL) 4.3.TREE REMOVAL (6”-12” CAL) 4.4.TREE PROTECTION FENCING (LF) 4.5.TREE PROTECTION MULCH (SF) 4.6.CANOPY PRUNING (EA) 4.7.ROOT PRUNING (EA) 5.PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS. 6.VERIFY ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND DIMENSIONS WITH LANDSCAPE ARCHITECT AND/OR CERTIFIED ARBORIST. 7.MAINTAIN PLANT PROTECTION FENCING THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION ACTIVITIES PERMITTED WITHIN THE TREE PROTECTION ZONE UNO. 8.ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF ALL TREES. 9.MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR REVIEW AND APPPROVAL BY LA. 10.PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING CONSTRUCTION OPERATIONS. COORDINATE WITH LANDSCAPE AND/OR CERTIFIED ARBORIST FOR ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS. MULCH LAYER TO BE A 50/50 BLEND OF ¾ INCH SHREDDED HARDWOOD BARK FINES AND ¾ INCH PINE BARK FINES. 11.PROVIDE TEMPORARY IRRIGATION FOR EXISTING PLANT MATERIAL AS NECESSARY AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF PLANT MATERIAL. 12.REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18". BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK. 13.FOR PLANTING PROTECTION DETAILS, SEE SHEET(S) L-208. TOPSOIL SALVAGE & STOCKPILING 1.TOPSOIL WITHIN THE LIMITS OF THE PROJECT SHALL BE SALVAGED PRIOR TO BEGINNING EXCAVATING, FILL OR HAULING, OPERATIONS BY EXCAVATING TOPSOIL AND STOCKPILING THE MATERIAL AT DESIGNATED LOCATIONS BY LANDSCAPE ARCHITECT IN A MANNER THAT WILL FACILITATE MEASUREMENT, MINIMIZE SEDIMENT DAMAGE, AND NOT OBSTRUCT NATURAL DRAINAGE. 2.IMPORTED TOPSOIL, AS REQUIRED, SHALL BE HAULED TO THE SITE AND STOCKPILED IN LOCATIONS DESIGNATED BY LANDSCAPE ARCHITECT. 3.SALVAGED TOPSOIL EXCEEDING THE QUANTITY REQUIRED UNDER THE CONTRACT SHALL BE RESPREAD AT DIRECTION OF LANDSCAPE ARCHITECT. 4.NO SOIL STOCKPILE SHALL EXCEED SIX (6) FEET IN HEIGHT. 5.ALL TOPSOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. 6.ANY TOPSOIL STOCKPILE REMAINING LONGER THAN 30 DAYS SHALL BE SEEDED WITH A STERILE TEMPORARY COVER (SUCH AS REGREEN OR APPROVED EQUIVALENT) OR THE APPROVED SPECIFIED FINAL SEED MIXTURE. 7.UPON COMPLETION OF PROJECT OR AS APPROVED BY LANDSCAPE ARCHITECT, RESPREAD SURPLUS SUBSOIL AND TOPSOIL FROM SITE. GRADE STOCKPILE AREA AS NECESSARY FOR PLANTING OR SEEDING. 8.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OR CLEARING AND GRUBBING OPERATIONS UNTIL IMPROVEMENTS HAVE BEEN STAKED AND TREE PROTECTION FENCING IS ERECTED AND PROVED BY LANDSCAPE ARCHITECT AND / OR CERTIFIED ARBORIST. 9.LANDSCAPE RESTORATION SHALL INCLUDE: 9.1.REMEDYING SOIL COMPACTION IN THOSE AREAS IDENTIFIED BY LANDSCAPE ARCHITECT 9.2.IMPORTING 2” DEPTH OF COMPOST AND TILLING INTO UPPER 4-6” OF SOIL 9.3.SEEDING ( SEED MIXED TO BE DETERMINED BY LANDSCAPE ARCHITECT ) 9.4.INSTALLING EROSION CONTROL BLANKET LANDSCAPE REMOVAL, PRESERVATION AND RESTORATION NOTES:MATCH LINE G THE FORGE: LEMONT QUARRIES 67 EXHIBIT F: LANDSCAPE PLANS Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_detl_prtc.dwg 03/27/2019FINAL PUD CR RR XX Description NONE, TREES MUST BE REMOVED PRIOR TO START OF CONSTRUCTION TREE TO BE RELOCATED TREE TO BE REMOVED RED BLUE TREE PROTECTION ADJACENT PROPERTY TREE WITH TREE PROTECTION FENCE TREE WITH TREE PROTECTION FENCE, ROOTPRUNED GREEN & YELLOW FLAG TAPE COLOR GREEN NONE 1' (30 cm) RADIUS FOR EACH 1" (2.54 cm) DBH*, OR AS APPROVED BY AOR OR PROJECT ARBORIST RADIUS OF TREE PROTECTION FENCE FROM TRUNK NONE, TREE PROTECTED BY TREE PROTECTION FENCE AT PROJECT LIMITS 1' (30 cm) RADIUS FOR EACH 1" (2.54 cm) DBH*, OR AS APPROVED BY AOR OR PROJECT ARBORIST NO MULCH TREE PROTECTION ZONE NO ROOT PRUNING REQUIRED PLAN NOT TO SCALE1A ENTIRELY WITHIN CONSTRUCTION AREA ELEVATION NOT TO SCALE3B TREE PROTECTION TABLE AND NOTES NOT TO SCALE5 WITHIN CONSTRUCTION AREA ELEVATION NOT TO SCALE2B NO ROOT PRUNING REQUIRED ELEVATION NOT TO SCALE1C TREE PROTECTION FENCE NOT TO SCALE4 ROOT PRUNING REQUIRED PLAN NOT TO SCALE1B WITHIN CONSTRUCTION AREA PLAN NOT TO SCALE2A ENTIRELY WITHIN CONSTRUCTION AREA PLAN NOT TO SCALE3A TREE PROTECTION FENCE INTERSECTS PROPERTY LIMIT; TREE PROTECTION FENCE INTERSECTS PROPERTY LIMIT; TREE PROTECTION FENCE INTERSECTS PROPERTY LIMIT; TREE PROTECTION ENTIRELY TREE PROTECTION ENTIRELY GROUP TREE PROTECTION GROUP TREE PROTECTION 1' (30 cm) RADIUS FOR EACH 1" (2.54 cm) DBH*, OR AS APPROVED BY AOR OR PROJECT ARBORIST YES, 3" DEPTH OF HARDWOOD BARK MULCH, NOT IN CONTACT WITH THE TRUNK YES, 3" DEPTH OF HARDWOOD BARK MULCH, NOT IN CONTACT WITH THE TRUNK YES, 3" DEPTH OF HARDWOOD BARK MULCH, NOT IN CONTACT WITH THE TRUNK CONSTRUCTION AREA REQUIRED TREE PROTECTION ZONE: MULCH NOT REQUIRED WHEN TREE IS LOCATED ON ADJACENT PROPERTY TREE PROTECTION FENCE LIMIT OF CONSTRUCTION IMPACT ADJACENT PROPERTY: NO CONSTRUCTION STAGING, TRAFFICKING, OR OTHER IMPACT THIS AREA TREE SYMBOL FIELD APPROVAL BY AOR OR PROJECT ARBORIST REQUIRED REQUIRED TREE PROTECTION ZONE: MULCH NOT REQUIRED WHEN TREE IS LOCATED ON ADJACENT PROPERTY TREE PROTECTION FENCE LIMIT OF CONSTRUCTION IMPACT ADJACENT PROPERTY: NO CONSTRUCTION STAGING, TRAFFICKING, OR OTHER IMPACT THIS AREA TREE SYMBOL CONSTRUCTION AREA FIELD APPROVAL BY AOR OR PROJECT ARBORIST REQUIRED ROOT PRUNING ZONE: PRUNE AS REVIEWED AND DIRECTED BY AOR OR PROJECT ARBORIST TREE PROTECTION FENCE TREE PROTECTION FENCE: LOCATED 1' FROM TRUNK FOR EACH 1" DBH EXISTING TREE OR TREES TO BE PROTECTED TREE PROTECTION FENCE DELINEATES TREE PROTECTION ZONE PER TREE PROTECTION TABLE. MULCH AREA ENCLOSED BY FENCE WITH 3" SHREDDED HARDWOOD BARK MULCH.VARIES4'24" FOR 4' HEIGHT FENCE EXISTING GRADE FENCE (VARIES, SEE SPECIFICATIONS) ATTACH WITH COATED WIRE TREE PROTECTION FENCE, SEE SPECIFICATIONS POST SPACING 5' (1.5M) O.C. MINIMUM OR AS REQUIRED TO MAINTAIN FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE: LOCATED 1' FROM TRUNK FOR EACH 1" DBH EXISTING TREE OR TREES TO BE PROTECTED TREE PROTECTION FENCE DELINEATES TREE PROTECTION ZONE PER TREE PROTECTION TABLE. MULCH AREA ENCLOSED BY FENCE WITH 3" SHREDDED HARDWOOD BARK MULCH. CONSTRUCTION AREA ADJACENT PROPERTY: NO CONSTRUCTION STAGING, TRAFFICKING, OR OTHER IMPACT THIS AREA TREE PROTECTION FENCE REQUIRED TREE PROTECTION ZONE: SHREDDED HARDWOOD BARK MULCH INSIDE FENCED AREA TREE SYMBOL TREE PROTECTION FENCE TREE PROTECTION FENCE: LOCATED 1' FROM TRUNK FOR EACH 1" DBH EXISTING TREE OR TREES TO BE PROTECTED TREE PROTECTION FENCE DELINEATES TREE PROTECTION ZONE PER TREE PROTECTION TABLE. MULCH AREA ENCLOSED BY FENCE WITH 3" SHREDDED HARDWOOD BARK MULCH. CONSTRUCTION AREA ADJACENT PROPERTY: NO CONSTRUCTION STAGING, TRAFFICKING, OR OTHER IMPACT THIS AREA ADJACENT PROPERTY: NO CONSTRUCTION STAGING, TRAFFICKING, OR OTHER IMPACT THIS AREA TREE SYMBOL REQUIRED TREE PROTECTION ZONE: SHREDDED HARDWOOD BARK MULCH INSIDE FENCED AREA NO *DBH - DIAMETER AT BREAST HEIGHT MEASURED AT 4.5' FROM BASE OF TREE. THE FORGE: LEMONT QUARRIES 68 EXHIBIT F: LANDSCAPE PLANS Date Issued Sheet Title: Drawing Number: 1001 Main Street Lemont,IL 60439 The Forge Lemont Quarries site design group, ltd.Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605p. 312.427.7240 w. www.site-design.com ISSUANCES Rev. # File : 8189 Approved : Drawn : Project No : Scale :AS NOTEDChecked : 8189_detl_plnt.dwg 03/27/2019FINAL PUD CR RR XX Description SLOPE = 1:1 15'3'EQ.EQ.EQ. 1.DETERMINE EXACT LOCATIONS OF ALL UNDERGROUND UTILITIES AND VERIFY IN FIELD. REPORT ANY CONFLICTS TO AOR PRIOR TO BEGINNING WORK. 2.INFORM AOR AS EACH PHASE OF WORK IS UNDERTAKEN. 3.PROTECT EXISTING VEGETATION INCLUDING ALL EXISTING PARKWAY AND INTERIOR TREES. REPLACE DAMAGED VEGETATION WITH APPROVED SIMILAR MATERIAL. 4.MAINTAIN SITE DRAINAGE DURING LANDSCAPE INSTALLATION. 5.SLOPE ALL PLANTING AREAS AWAY FROM BUILDING AT 2% MINIMUM GRADE UNO. 6.PRIOR TO LANDSCAPE INSTALLATION, VERIFY PLANTING AREAS ARE GRADED AT +/- 0.1 FOOT TO FINISH GRADE. 7.IN LANDSCAPE AREAS, FINISH GRADE TO 4" MINIMUM BELOW ADJACENT BUILDING FINISH FLOOR ELEVATION UNO. 8.FINISH GRADE TO 1" BELOW FINISH PAVING SURFACE IN LAWN AREAS AND 2" BELOW IN PLANTING AREAS. 9.CONFIRM ALL PLANT QUANTITIES. PROVIDE PLANT MATERIALS SUFFICIENT TO COVER AREAS SHOWN ON PLANS AT THE SPACINGS INDICATED. 10.PROVIDE SINGLE TRUNK STANDARD TREES UNO. 11.PROVIDE IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING COMMON AND BOTANICAL PLANT NAMES FOR AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE. PROTECT ALL PLANTS AGAINST HEAT, SUN, WIND AND FROST DURING TRANSPORTATION TO THE SITE AND WHILE BEING HELD AT THE SITE. DO NOT STORE PLANTS IN TOTAL DARKNESS MORE THAN ONE DAY. 12.DO NOT DAMAGE PLANT ROOT BALL DURING TRANSPORTATION OR PLANTING. 13.NOTIFY THE AOR AT THE TIME OF DELIVERY OF ANY PLANT MATERIAL THAT IS DAMAGED OR IN POOR CONDITION. 14.AOR RESERVES THE RIGHT TO INSPECT ALL PLANT MATERIALS BEFORE PLANTING. MATERIAL MAY BE REJECTED AT ANY TIME DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. 15.IN PLANTING SOIL PIT, REMOVE CRUSHED AGGREGRATE TO AN ADEQUATE DEPTH TO ENSURE THAT NO PART OF THE PLANT MATERIAL IS IN CONTACT OR AFFECTED BY THE LIME OR LIMESTONE IN THE AGGREGATE 16.PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE AND NATURAL LOAM SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY, CLAY LUMPS, BRUSH, WEEDS, AND OTHER LITTER AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIMENSION AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT NECESSARY FOR VIGOROUS GROWTH OF SPECIFIED PLANTINGS. OBTAIN TOPSOIL THAT OCCURS IN A DEPTH OF NOT LESS THAN 6". DO NOT OBTAIN SOIL FROM BOGS OR MARSHES. SEE SPECIFICATIONS 32 93 11 PLANTINGS AND/OR 32 92 23 SODDING. 17.MIX SOIL AMENDMENTS AND FERTILIZERS WITH TOPSOIL ON A SITE SPECIFIC BASIS AT RATES APPROPRIATE FOR PLANTINGS IN ACCORDANCE WITH SPECIFICATION SECTION 32 93 11 PLANTINGS AND/OR 32 92 23 SODDING. 18.STAKE LOCATION OF ALL TREES, HEDGE LINES AND PLANTING BEDS AND NOTIFY AOR FOR REVIEW PRIOR TO PLANTING. 19.THE PLANTING PLANS ARE DIAGRAMMATIC. SPOT PLANT MATERIALS APPROXIMATELY AS SHOWN ON THE LANDSCAPE DRAWING AND NOTIFY AOR FOR REVIEW BEFORE REMOVING FROM CONTAINERS. 20.INSTALL ALL PLANT MATERIAL IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS. 21.REMOVE ALL PLANT TYING MATERIAL AND MARKING TAPES AT THE TIME OF PLANTING. 22.INSTALL A MIN 3" LAYER OF HARDWOOD BARK MULCH AROUND ALL TREES AND IN ALL PLANTING AREAS UNO. CREATE A NATURAL SPADED EDGE WHERE PLANTING BEDS MEET TURF AREAS. SEE SPECIFICATION SECTION 32 93 11 PLANTINGS. 23.WATER ALL PLANTS IMMEDIATELY AFTER PLANTING. FLOOD PLANTS TWICE DURING FIRST TWENTY-FOUR HOUR PERIOD OF PLANTING. 24.GUY AND STAKE TREES, AS DIRECTED BY AOR, IMMEDIATELY AFTER PLANTING. PROVIDE A MINIMUM OF TWO GUY WIRES PER TREE ON THE UPHILL SIDE OF TREES PLANTED ON SLOPES STEEPER THAN 3:1. 25.PRUNE ALL DECIDUOUS SHADE TREES FOR A MINIMUM LOWEST BRANCH HEIGHT OF 7 FEET. 26.INSTALL AND MAINTAIN SOD TO PREVENT EVIDENT SEAMS. 27.PROTECT SEEDED AREAS AND SLOPES AGAINST EROSION AND SEED LOSS DUE TO BIRDS AND OTHER WILDLIFE BY APPLYING SHORT TERM, BIODEGRADABLE EROSION CONTROL BLANKETS, MATS, AND/OR NETTING AFTER COMPLETION OF SEEDING OPERATIONS. ADHERE TO MANUFACTURER'S SPECIFICATIONS FOR REQUIRED PLACEMENT AND STAKING. 28.WARRANTY ALL PLANTS AND LAWN EXPERIENCING DEATH AND DEFECTS INCLUDING UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM NEGLECT BY OWNER, ABUSE OR DAMAGE BY OTHERS OR UNUSUAL PHENOMENON OR INCIDENTS WHICH ARE BEYOND CONTRACTOR'S CONTROL. GENERAL PLANTING NOTES NOTE: 1.ADJACENT MULCH IS TO BE 3" HARDWOOD MULCH. SHRUB PLANTING SECTION NOT TO SCALE PERENNIAL PLANTING SECTION NOT TO SCALE SHADE TREE PLANTING SECTION NOT TO SCALE ORNAMENTAL TREE PLANTING SECTION NOT TO SCALE 36" DEPTH SPECIFIED PLANTING SOIL 4" HIGH SOIL SAUCER BEYOND EDGE OF ROOT BALL 3" MULCH LAYER IN 6' DIAMETER RING (DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL (IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT WIRE IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE) MULTI-STEM ORNAMENTAL TREE CROWN OF ROOTBALL 2-3" ABOVE EXISTING GRADE LEAVING TRUNK FLARE VISIBLE AT THE TOP OF THE ROOT BALL TAMPED SOIL AROUND BASE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL 3" HARDWOOD MULCH LAYER IN SAUCER SHAPE CROWN OF ROOTBALL FLUSH WITH EXISTING GRADE ROOT BALL WITH BURLAP 1/2 REMOVED SHRUB FINISH GRADE SPECIFIED TOP SOIL FOR PLANTING EXISTING SUBGRADE/APPROVED ENGINEERING BARRIER SPACING VARIES. REFER TO PLAN OR PLANT LIST FOR SPACING TYPICAL TRIANGULATED SPACING GROUNDCOVER SPECIFIED 3" MULCH LAYER PLANTING BED RAISED FOR ADEQUATE DRAINAGE SPECIFIED TOP SOIL FOR PLANTING EXISTING SUBGRADE FINISH GRADE 12"MIN24"MINSLOPE = 1:1 15'3'36" DEPTH SPECIFIED PLANTING SOIL 4" HIGH SOIL SAUCER BEYOND EDGE OF ROOT BALL 3" MULCH LAYER IN 6' DIAMETER RING (DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL (IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT WIRE IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE) SHADE TREE WITH STRONG CENTRAL LEADER CROWN OF ROOTBALL 2-3" ABOVE EXISTING GRADE LEAVING TRUNK FLARE VISIBLE AT THE TOP OF THE ROOT BALL TAMPED SOIL AROUND BASE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL SLOPE = 1:1 15'3'EVERGREEN TREE PLANTING SECTION NOT TO SCALE 36" DEPTH SPECIFIED PLANTING SOIL 4" HIGH SOIL SAUCER BEYOND EDGE OF ROOT BALL 3" MULCH LAYER IN 6' DIAMETER RING (DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL (IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT WIRE IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE) EVERGREEN TREE CROWN OF ROOTBALL 2-3" ABOVE EXISTING GRADE LEAVING TRUNK FLARE VISIBLE AT THE TOP OF THE ROOT BALL TAMPED SOIL AROUND BASE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL SOD SECTION NOT TO SCALE SOD PLANTING SOIL SUBGRADE12"MIN THE FORGE: LEMONT QUARRIES 69 EXHIBIT G: CONSTRUCTION DETAIL - LIGHTING SOLAR WIRELESS CONTROL APP © Copyright First Light Technologies Ltd. First Light Technologies Ltd. | www.firstlighttechnologies.com | info@firstlighttechnologies.com | 1.844.279.8754 The SCL2 Series solar LED luminaire is a great fit for commercial, parking lot, recreational bikeway/pathway and public space lighting applications. The self-contained, unobtrusive design integrates its solar power, adaptive control and LED technologies into a compact and efficient form. With robust construction, and unequalled performance the SCL2 series is an excellent fit wherever cost effective, full cutoff lighting is required. All of our solar powered lights are enabled by our innovative Solar Lighting Controller (SLC). The SLC in each light is “self-learning” and allows the lights to predictively adapt to their surroundings, providing an unsurpassed level of lighting performance and reliability. Solar Module: ■High-efficiency mono-crystalline cells ■Inconspicuously integrated into the top of luminaire ■Used for day/night detection (no photocell required) Solar Lighting Controller (SLC): ■High-efficiency, temperature compensated maximum power point tracking (MPPT) ■Micro-controller based technology ■Includes high-efficiency LED driver ■Multiyear data logging ■Integrated into luminaire housing ■Designed to automatically and adaptively manage lighting performance based on environmental conditions and lighting requirements ■Patent Pending Battery: ■High performance lithium (LiFePO4) ■Exceptional 8 – 10 year life cycle ■High temperature tolerance ■Contained within luminaire housing ■Designed for easy battery changes when required LEDs and Optics: ■100,000 hour L70 lifetime ■Warm (3000K) and neutral (4500K) white color temperatures available ■High efficiency Type 2, 3, 4 and 5, full cut-off optics ■Typical lumen output from 2250 to 2830 lumens Mechanical Construction: ■Extruded and formed, low copper aluminum enclosure, and mounting arm ■Stainless fasteners with security fastener option ■Architectural grade, super durable, TGIC powder coat ■Four standard colors with custom colors available Factory Set Lighting Profiles: ■11 standard duration profiles available ■Real-time lighting profile options available ■See lighting profile sheet for all options ■Lighting profiles and motion sensing options are field configurable with app ■Motion sensing capabilities optimise performance based on usage Wireless Controls: ■Bluetooth low energy interface with iOS app ■Provide configuration and control of lighting profiles ■Adjustment over dusk and dawn thresholds SCL2: 70-0038 14/11/18 Utilizing solar power and LEDs, the SCL2 series is completely self-contained and offers significant benefits: ■Cost effective design ships fully assembled and installs in minutes ■Smart Connect provides wireless control & communication with your light ■Low installation cost and minimal site impact with no trenching, cabling or wiring ■Minimal ongoing costs with no electrical bills or bulbs to change ■Operates entirely independent from the grid and is immune to power outages ■A sustainable choice without recurring carbon emissions TECHNICAL SPECIFICATIONS SCL2 Series SOLAR LED INTEGRATED COMMERCIAL AREA LIGHT Project: Type: Quantity: THE FORGE: LEMONT QUARRIES 70 EXHIBIT G: CONSTRUCTION DETAIL - LIGHTING Notes: - Photometrics based on 20 ft mounting height - All light levels in foot candles (fc) with 4500K color temperature and 2000 lumen output - To convert to lux multiply light level by 10.7 - Contact FLT for help choosing the right lighting profile - Motion sensing is ON by default - Specifications subject to change without notice © Copyright First Light Technologies Ltd. First Light Technologies Ltd. | www.firstlighttechnologies.com | info@firstlighttechnologies.com | 1.844.279.8754 SCL2: 70-0038 14/11/18 SCL2 Series SOLAR LED INTEGRATED COMMERCIAL AREA LIGHT PHOTOMETRICS (IES files available on request)If you have any questions, please don’t hesitate to call us toll free at 1-844-279-8754 (USA & Canada). ORDER MATRIX Series Mounting Finish Distribution LED Color Lighting Profiles (See Profile Sheet)Options SCL2 SPMS - Side Pole Mount Square BK - Black T2 - Type 2 WW - 3000K 00 - Dusk till dawn SEC - Security Fasteners SPMR - Side Pole Mount Round BZ - Bronze T3 - Type 3 NW - 4500K 09 - On at dusk, 100% for 3 hours, dim to 30%, brighten to 100% one hour before dawn, off at dawn (DEFAULT) MSO - Motion Sense Off NMNT - No Mount SV - Silver T4 - Type 4 TX0000 - On at dusk until time between 1800 & 0600. X = O (Off) or D (Dim). 0000 = time to dim or turn off.WH - White T5 - Type 5 CC - Custom EPA: 0.99ft2 (0.09m2) | Weight: 34 lbs (15.4kg) including battery 23.6in [59.9cm] 2in [5.0cm] 6in[15.2cm] 4in [10.2cm] 4.4in [11.1cm] 16.1in[40.9cm] 10 3.05 8 2.44 6 1.83 4 2 1.22 0.61 ft m Front View Top View Side View Rear View 20 6.1 18 5.48 16 4.88 14 4.27 12 3.66 SCL2 - Type 2 SCL2 - Type 3 0’10’20’20’10’30’60’30’60’40’70’40’70’50’50’ 0’ 10’ 10’ 20’ 20’ 30’ 1 1.5 0.5 0.3 0.2 0.1 SCL2 - Type 4 40’ 50’ 30’ 60’ 20’ 70’ 10’ 80’ 0’40’50’60’20’30’70’10’80’0’ 1 0.5 0.3 0.2 0.1 SCL2 - Type 5 40’50’60’20’30’70’10’80’0’ 40’ 50’ 30’ 60’ 20’ 70’ 10’ 80’ 0’ 0.5 0.3 0.2 0.1 0’10’20’20’10’30’60’30’60’40’70’40’70’50’50’ 0’ 10’ 10’ 20’ 20’ 30’ 1 0.5 0.3 0.2 0.1 THE FORGE: LEMONT QUARRIES 71 EXHIBIT H: STRUCTURE ELEVATIONS I1 I4 I5 I6I7 I2 I2 I8 I9 I3 I5 MAIN STR E E T ( T W O W A Y )ILLINOI S & MI C HI G A N C A N A L CHICA G O S A NI T A R Y & SHIP C A N A L QUARRY 1 ICEBOX QUARRY CONSUMERS QUARRY GREAT LAKES QUARRIES THE FORGE: LEMONT QUARRIES 72 boxmanstudios.com 15 ©2018 Boxman Studios,All Rights Reserved.Patent pending.Concept Only.Boxman Studios reserves the right,in its sole discretion,to make any necessary updates,modifications,and adjustments to its products or services at any time. •30’x8’ Kitchen Concession •40’x8’ Kitchen with Restroom •10’x8’ Stacked Branding Container •20’x8’ Deck •40’x8’ Deck w/ Stairs FOOD & BEVERAGE EXHIBIT H1: FOOD AND BEVERAGE THE FORGE: LEMONT QUARRIES 73 boxmanstudios.com 33 ©2018 Boxman Studios,All Rights Reserved.Patent pending.Concept Only.Boxman Studios reserves the right,in its sole discretion,to make any necessary updates,modifications,and adjustments to its products or services at any time. 40’x8’ RESTROOM W/ 3-4 PARTITIONS AND 1-2 SINKS PER SIDE -1 ADA INCLUDED PER SIDE (Topper with Transom windows not included in total) EXHIBIT H2: LARGE RESTROOMS STRUCTURES WILL RANGE IN SIZE FROM 20-40’ IN LENGTH. PORTABLE RESTROOMS WILL BE LOCATED THROUGHOUT THE NORTH SIDE, PER PLAN, ON VILLAGE-OWNED LAND. TO BE REVIEWED AND COORDINATE WITH VILLAGE OF LEMONT. THE FORGE: LEMONT QUARRIES 74 EXHIBIT H3: TEMPORARY RESTROOMS THE FORGE: LEMONT QUARRIES 75 boxmanstudios.com 7 ©2017 Boxman Studios,All Rights Reserved.Patent pending.Concept Only.Boxman Studios reserves the right,in its sole discretion,to make any necessary updates,modifications,and adjustments to its products or services at any time. Stage: 20’x8’ Stage W/ (2) 10’ Cabana Doors *Truss not in Scope EXHIBIT H4: STAGE THE FORGE: LEMONT QUARRIES 76 boxmanstudios.com 7 ©2017 Boxman Studios,All Rights Reserved.Patent pending.Concept Only.Boxman Studios reserves the right,in its sole discretion,to make any necessary updates,modifications,and adjustments to its products or services at any time. EXHIBIT H5: CHECK-IN THE FORGE: LEMONT QUARRIES 77 EXHIBIT H6: ROPE COURSE LARGE TOWER 0" 23'-8 34 " 45'-34 " 66'-4 14 " 87'-3" 110'-7" 114'-6 34 " INTER-TOWER GIRTS AT EACH LEVEL CONNECT WITH TABS TO PAD EYES (NOT DETAILED IN YET) ZIPLINE LAUNCH DECK ZIPLINES AND BRAKE LINES ALSO NOTE ZIPLINE BACKGUYS TO OTHER SIDE OF STRUCTURE STAIRS ONLY GO UP TO ZIPLINE LAUNCH DECK 1 SKYSCRAPER (SHOWN WITH FOUNDATION) 1:128 FIRM NAME AND ADDRESS GENERAL NOTESPAGE NOTES 201 SOUTH AVENUE GRAND JUNCTION, CO 81501 1-888-665-4697 970-255-7393 x BONSAI DESIGN RESERVES & MAINTAINS THESOLE RIGHT TO DETERMINE APPROPRIATEDESIGN THROUGH EITHER INTERNAL AND/OREXTERNAL EXPERTISE PER BONSAI'SDISCRETION.ALL DESIGN CONSIDERATIONS LISTED WITHINTHIS DOCUMENT ARE SUBJECT TOMODIFICATION UPON FURTHER REVIEW OFDESIGN REQUIREMENTS.x REVISION HISTORY SHEET SCALEPROJECTTIMESTAMPCLIENT NAME AND ADDRESS DATE DESCRIPTION 3/26/2019 THE FORGE LEMONT QUARRIES THE FORGE AS SHOWN 2S1 ENGINEER OF RECORD DESIGNER THADDEUS SHRADER DRAWN BYNO. J CLEAVELAND, EIT 3/21/2019 INITIAL RELEASE 5 6 7 8 9 10 11 12 13 4 3 2 1 SKYSCRAPER OVERVIEW 0" 23'-8 34 " 45'-34 " 66'-4 14 " 87'-3" 110'-7" 114'-6 34 " INTER-TOWER GIRTS AT EACH LEVEL CONNECT WITH TABS TO PAD EYES (NOT DETAILED IN YET) ZIPLINE LAUNCH DECK ZIPLINES AND BRAKE LINES ALSO NOTE ZIPLINE BACKGUYS TO OTHER SIDE OF STRUCTURE STAIRS ONLY GO UP TO ZIPLINE LAUNCH DECK 1 SKYSCRAPER (SHOWN WITH FOUNDATION) 1:128 FIRM NAME AND ADDRESS GENERAL NOTES PAGE NOTES 201 SOUTH AVENUE GRAND JUNCTION, CO 81501 1-888-665-4697 970-255-7393 x BONSAI DESIGN RESERVES & MAINTAINS THE SOLE RIGHT TO DETERMINE APPROPRIATE DESIGN THROUGH EITHER INTERNAL AND/OR EXTERNAL EXPERTISE PER BONSAI'S DISCRETION. ALL DESIGN CONSIDERATIONS LISTED WITHIN THIS DOCUMENT ARE SUBJECT TO MODIFICATION UPON FURTHER REVIEW OF DESIGN REQUIREMENTS. x REVISION HISTORY SHEET SCALEPROJECTTIMESTAMPCLIENT NAME AND ADDRESS DATE DESCRIPTION 3/26/2019 THE FORGE LEMONT QUARRIES THE FORGE AS SHOWN 2S1 ENGINEER OF RECORD DESIGNER THADDEUS SHRADER DRAWN BYNO. J CLEAVELAND, EIT 3/21/2019 INITIAL RELEASE 5 6 7 8 9 10 11 12 13 4 3 2 1 SKYSCRAPER OVERVIEW THE FORGE: LEMONT QUARRIES 78 EXHIBIT H6: ROPE COURSE LARGE TOWER THE FORGE: LEMONT QUARRIES 79 EXHIBIT H7: ROPE COURSE SMALL TOWER 1 X TOWER WITH ZIPS - UNCLAD STEEL 1:64 32'-6" 80° 71° 0" 52'-6 14 " 61'-2 12 " 75'-3 34 " 87'-1 14 " RAPPEL ARMS (2 STATIONS AT THIS LOCATION) RAPPEL DECK CENTER X NODES FABRICATED FROM PLATE STEEL (4) PLACES ZIPLINE LAUNCH DECK ON (1) OF THE (2) TOWERS. (OTHER TOWER HAS CENTER DECK BUT NOT ZIP DECK EXTENSION). ZIP AND BRAKE LINES SHOWN. MAIN LEGS CONNECT TO FOUNDATION WITH 2" THICK BASE PLATES SHORT FACE UPPER PANEL SHORT FACE LOWER PANEL TALL FACE LOWER PANEL TALL FACE UPPER PANEL X NODES 1. Fabricator must verify in shop the fitment of all critical joints before shipping to help ensure ease of erection.2. Two (2) X Towers are required. One willhave a zipline launch deck extension, the other does not have accommodations for a zipline.3. Drawing only includes top level details and is to be accompanied by a thorough review of the edrawings files for a more complete understanding of the structure. FIRM NAME AND ADDRESS GENERAL NOTES PAGE NOTES 201 SOUTH AVENUE GRAND JUNCTION, CO 81501 1-888-665-4697 970-255-7393 x BONSAI DESIGN RESERVES & MAINTAINS THE SOLE RIGHT TO DETERMINE APPROPRIATE DESIGN THROUGH EITHER INTERNAL AND/OR EXTERNAL EXPERTISE PER BONSAI'S DISCRETION. ALL DESIGN CONSIDERATIONS LISTED WITHIN THIS DOCUMENT ARE SUBJECT TO MODIFICATION UPON FURTHER REVIEW OF DESIGN REQUIREMENTS. x REVISION HISTORY SHEET SCALEPROJECTTIMESTAMPCLIENT NAME AND ADDRESS DATE DESCRIPTION 3/26/2019 THE FORGE LEMONT QUARRIES THE FORGE AS SHOWN 3S1 ENGINEER OF RECORD DESIGNER THADDEUS SHRADER DRAWN BYNO. J CLEAVELAND, EIT 3/21/2019 INITIAL RELEASE 5 6 7 8 9 10 11 12 13 4 3 2 1 X TOWER OVERVIEW THE FORGE: LEMONT QUARRIES 80 EXHIBIT H7: ROPE COURSE SMALL TOWER THE FORGE: LEMONT QUARRIES 81 EXHIBIT H8: ZIP LINE LANDING PAD 14'-11 34 " 24'-10 12 " 32'-5 12 " FIRM NAME AND ADDRESS GENERAL NOTES PAGE NOTES 201 SOUTH AVENUE GRAND JUNCTION, CO 81501 1-888-665-4697 970-255-7393 x BONSAI DESIGN RESERVES & MAINTAINS THE SOLE RIGHT TO DETERMINE APPROPRIATE DESIGN THROUGH EITHER INTERNAL AND/OR EXTERNAL EXPERTISE PER BONSAI'S DISCRETION. ALL DESIGN CONSIDERATIONS LISTED WITHIN THIS DOCUMENT ARE SUBJECT TO MODIFICATION UPON FURTHER REVIEW OF DESIGN REQUIREMENTS. x REVISION HISTORY SHEET SCALEPROJECTTIMESTAMPCLIENT NAME AND ADDRESS DATE DESCRIPTION 3/26/2019 THE FORGE LEMONT QUARRIES THE FORGE AS SHOWN 4S1 ENGINEER OF RECORD DESIGNER THADDEUS SHRADER DRAWN BYNO. J CLEAVELAND, EIT 3/21/2019 INITIAL RELEASE 5 6 7 8 9 10 11 12 13 4 3 2 1 ZIPLINE LANDING OVERVIEW THE FORGE: LEMONT QUARRIES 82 EXHIBIT H9: KIDS ZONE TOWERS 25° 35° 1:60 KIDS ZONE ELEVATION VIEW3 KIDS ZONE END VIEW4 422.0435'2116" 189.5715'9916" 622.73 51'10 34 " 390.48 32'6 12 " 173.09 14'5 116 " 1:60 KIDS ZONE PLAN VIEW1 KIDS ZONE ISO VIEW2 TENSION ANCHORS 6 PLACES 1:60 25° 35 ° 1:60 FIRM NAME AND ADDRESS GENERAL NOTES PAGE NOTES 201 SOUTH AVENUE GRAND JUNCTION, CO 81501 970-255-7393 x BONSAI DESIGN RESERVES & MAINTAINS THE SOLE RIGHT TO DETERMINE APPROPRIATE DESIGN THROUGH EITHER INTERNAL AND/OR EXTERNAL EXPERTISE PER BONSAI'S DISCRETION. ALL DESIGN CONSIDERATIONS LISTED WITHIN THIS DOCUMENT ARE SUBJECT TO MODIFICATION UPON FURTHER REVIEW OF DESIGN REQUIREMENTS. x REVISION HISTORY SHEET SCALEPROJECTTIMESTAMPCLIENT NAME AND ADDRESS DATE DESCRIPTION 3/26/2019 KID'S ZONE LEMONT QUARRIES THE FORGE AS SHOWN 5S1 ENGINEER OF RECORD DESIGNER THADDEUS SHRADER DRAWN BYNO. JEREMY C, EIT 2/11/2019 INITIAL RELEASE 5 6 7 8 9 10 11 12 13 4 3 2 1 KID'S ZONE OVERVIEW THE FORGE: LEMONT QUARRIES 83 EXHIBIT H10: ROPE TOWER ELEVATIONS THE FORGE: LEMONT QUARRIES 84 EXHIBIT H10: ROPE TOWER ELEVATIONS THE FORGE: LEMONT QUARRIES 85 EXHIBIT H10: LANDING PAD ELEVATIONS 1 2 THE FORGE: LEMONT QUARRIES 86 EXHIBIT I: SIGN PLAN LEGEND: ENTRY SIGNAGE PLAN Regulatory ADA Stop Signs Pedestrian Crossing Directional / Wayfinding Identification (e.g. monument sig- nage with logo and park name) Informational / Interpretive (e.g. overlook, historical information, nat- ural features, educational) FUTURE PHASE FUTURE PHASE 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 1 2 3 THE FORGE: LEMONT QUARRIES 87 EXHIBIT J: EMERGENCY ACCESS THE FORGE: LEMONT QUARRIES 88 ADDITIONAL OFFICES IN CHICAGO, ILLINOIS AND MILWAUKEE, WISCONSIN Hey and Associates, Inc. Engineering, Ecology and Landscape Architecture 26575 W. COMMERCE DRIVE, SUITE 601 VOLO, ILLINOIS 60073 PHONE (847) 740-0888 FAX (847) 740-2888 M E M O R A N D U M TO: Jeanette Virgilio, The Forge CC: Danielle Kowalewski, TERRA Engineering FROM: Jeffrey Mengler, PWS Vince Mosca DATE: March 13, 2019 RE: Lemont Quarry Park Site Status of Wetlands on North Parcel, PIN 22-21-200-080-0000 PROJECT NO. 18-0429 This memorandum provides a summary of the waters and wetlands location north of the railroad tracks at the Lemont Quarry Park site, represented by the above PIN. Hey completed field reconnaissance of the wetlands on October 23, 2018, specifically focused on the previous delineation prepared by Applied Ecological Services (AES) and submitted as part of the Jurisdictional Determination request for U.S. Army Corps of Engineers (USACE) application LRC-2018-505. Hey met with USACE staff at the site on 2/22/2019 to further discuss the jurisdictional status of several areas in question. In general terms, we believe that some of the areas previously delineated are exempt from USACE regulation. The main regulatory framework is the USACE does not necessarily take jurisdiction over human-induced “wetlands”, especially those areas of “Water-filled depressions created incidental to construction activity”. On a preliminary basis, the USACE did not disagree with our assessment. However, a final jurisdictional determination from the USACE is currently complicated by pending federal lawsuits in other jurisdictions (unrelated to this property). From the 2015 Clean Water Rule: Definition of “Waters of the United States” 38 CFR 328, 40 CFR Parts 110, 112, 116, 117, 122, 230, 232, 300, 302 and 401. (b) The following are not ‘‘waters of the United States’’ even where they otherwise meet the terms of paragraphs (a)(4) through (8) of this section. (1) Waste treatment systems, including treatment ponds or lagoons designed to meet the requirements of the Clean Water Act. (2) Prior converted cropland. Notwithstanding the determination of an area’s status as prior converted cropland by any other Federal agency, for the purposes of the Clean Water Act, the final authority regarding Clean Water Act jurisdiction remains with EPA. EXHIBIT K: WETLAND DELINEATION THE FORGE: LEMONT QUARRIES 89 EXHIBIT K: WETLAND DELINEATION The Forge – Lemont Quarry Park March 13, 2019 Page 2 ADDITIONAL OFFICES IN CHICAGO, ILLINOIS AND MILWAUKEE, WISCONSIN (3) The following ditches: (i) Ditches with ephemeral flow that are not a relocated tributary or excavated in a tributary. (ii) Ditches with intermittent flow that are not a relocated tributary, excavated in a tributary, or drain wetlands. (iii) Ditches that do not flow, either directly or through another water, into a water identified in paragraphs (a)(1) through (3) of this section. (4) The following features: (i) Artificially irrigated areas that would revert to dry land should application of water to that area cease; (ii) Artificial, constructed lakes and ponds created in dry land such as farm and stock watering ponds, irrigation ponds, settling basins, fields flooded for rice growing, log cleaning ponds, or cooling ponds; (iii) Artificial reflecting pools or swimming pools created in dry land; (iv) Small ornamental waters created in dry land; (v) Water-filled depressions created in dry land incidental to mining or construction activity, including pits excavated for obtaining fill, sand, or gravel that fill with water; (vi) Erosional features, including gullies, rills, and other ephemeral features that do not meet the definition of tributary, non-wetland swales, and lawfully constructed grassed waterways; and (vii) Puddles. In the text within the Federal Register for this 2015 Rule, which Illinois still falls within despite court rulings affecting some other states, it offers the following interpretation on “Puddles.” “A puddle is commonly considered a very small, shallow, and highly transitory pool of water that forms on pavement or uplands during or immediately after a rainstorm or similar precipitation event.” AES Wetland 1 is a very small 0.01-acre area south of the trail, east of the larger quarry pond, and north of the railroad. It appears very ephemeral in nature and areas this small are not typically delineated. AES described it as dominated by rush species (Juncus dudleyi) but we only observed one small clump along the edge of it. If the actual square footage of this area is calculated, we’re not sure it would even round up to 0.01 acres (436 sq. feet). Based on this information, Hey believes AES Wetland 1 would fit within the intent of the term puddle in the 2015 Clean Water Rule and therefore will likely be exempt from regulation under the Clean Water Act by the USACE, as it is not a Waters of the United States, once the jurisdictional determination is ultimately completed. Wetlands 7, 8, 9, and 10, and Waters 1 and 2 are all features remaining from the historic quarrying operations. They will likely remain as is with the proposed project and their status is not disputed as delineated. THE FORGE: LEMONT QUARRIES 90 TERRA Wetland Boundary 1 2015 Lemont Quarry Adventure ParkAES Wetland Boundary Project Boundary0500Feet° Hey and Associates, Inc. Engineering, Ecology and Landscape Architecture WETLAND 1 0.01 ACRE Prepared by: Exhibit Title: Project Name:Scale: Prepared for: Project Number: 18‐0429 Exhibit: Legend:Orientation: Date:    3/13/2019 Aerial Date: WOTUS-1 9.08 ACRES WOTUS-2 3.74 ACRES WETLAND 10 0.02 ACRE WETLAND 9 0.05 ACRE WETLAND 8 0.24 ACRE WETLAND 7 0.07 ACRE EXHIBIT K: WETLAND DELINEATION THE FORGE: LEMONT QUARRIES 91 EXHIBIT L: TREE SURVEY   Tree Inventory of the Proposed Forge Recreation Park Prepared by Applied Ecological Services, Inc. 17921 Smith Rd, P.O. Box 256 Brodhead, WI 53520 608-897-8641 Susan Lehnhardt, Ry Thompson, Ben Burpee, Will Overbeck, and Steven Apfelbaum (AES Project # 18-0132) Submitted to John Ronan Architects 420 W. Huron Street Chicago, IL 60654 15 June 2018 THE FORGE: LEMONT QUARRIES 92 EXHIBIT L: TREE SURVEY Table of Contents Introduction ............................................................................................................................... 1 Methods ..................................................................................................................................... 1 Results ....................................................................................................................................... 1 Conclusion ................................................................................................................................. 1 Table 1. Tally of Inventoried Tree Species ................................................................................ 2 Table 2. Inventoried Trees (Organized by Tree Species Common Name) ............................. 3 Figure 1. Tree Inventory Map .................................................................................................. 10 Figure 2. Tree Survey Close-up 1 ............................................................................................. 12 Figure 3. Tree Survey Close-up 2 ............................................................................................ 13 Figure 4. Tree Survey Close-up 3 ............................................................................................. 14 Figure 5. Tree Survey Close-up 4 ............................................................................................. 15 Figure 6. Tree Survey Close-up 5 ............................................................................................. 16 THE FORGE: LEMONT QUARRIES 93     Tree Inventory of the Proposed Forge Recreation Park Introduction AES inventoried, assessed, and mapped selected trees on the proposed Forge Recreation Park property for the purpose of identifying and locating potentially desireable trees to consider in park design. This report summarizes the results of this survey. Methods On April 26 and 27th, 2018, AES ecologists identified, GPS-located, and assessed selected trees across the site. Criteria for selection included native tree species with landscape and habitat value, including silver maple, hackberry, green ash, black walnut, Eastern cottonwood, wild black cherry, bur oak, basswood, and American elm. Trees with minimum diameters at breast height (DBH) in the range of 4 – 6 inches and larger were targeted. Larger specimens of interest, including large non-native individual trees, were also inventoried. Data collected for each individual tree included species name, measurement of DBH, and a general classification of condition or health (G=good, M=medium, B=bad). The results were tabulated and mapped. Results A total of 11 tree species and 216 individual trees were identified and GPS-located within the search area (Table 1 tally, Table 2 individual tree data, and Figures 1 – 6 tree location maps). Native species with the largest counts include in descending order hackberry (70), black walnut (59), and wild black cherry (31). Other native trees with smaller numbers of individuals include silver maple (10), basswood (3), and bur oak (1). Inventoried American elm (11) and green ash (5), while native, are susceptible to disease, and thus are short-lived in the canopy. Two non-native tree species Norway spruce (15) and black locust were inventoried. Of the non-natives, black locust is considered invasive and undesirable to maintain onsite. Conclusion The inventoried trees were found concentrated or scattered in a few key locations in the project site: Spoils bordering the canal trail in the eastern sector of the site, which support larger numbers of hackberry and black walnut. Area with structures near the east shoreline of the large quarry pit, featuring larger silver maple and a number of large planted Norway spruce forming a tree row. Ridges in the outer perimeter of the larger tree and brush covered block in the western sector of the site, with scattered or loosely concentrated black walnut, Eastern cottonwood, hackberry, and wild black cherry. Among those tree species documented onsite, those that are durable and longer lived include the native hackberry, black walnut, oak, and basswood, along with silver maple and Eastern cottonwood which are tolerant of moist to wet conditions. 1 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 94   Table 1. Tally of Inventoried Tree Species   Species  Code  Scientific Name Common Name Native (N)  Non‐native  (NN) Tree Count  ACESAI Acer saccharinum Silver maple N 10  CELOCC Celtis occidentalis Hackberry N 70  FRAPES Fraxinus pennsylvanica Green ash N 5  JUGNIG Juglans nigra Black walnut N 59  PICABI Picea abies Norway spruce NN 15  POPDEL Populus deltoides Eastern cottonwood N 5  PRUSER Prunus serotina Wild black cherry N 31  QUEMAC Quercus macrocarpa Bur oak N 1  ROBPSE Robinia pseudo‐acacia Black locust NN 6  TILAME Tilia americana Basswood N 3  ULMAME Ulmus americana American elm N 11  Total    216     2 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 95 Table 2. Inventoried Trees (organized by Tree Species Common Name). The surveyed location of each individual tree is depicted in a series of six Tree Survey map figures (Figure 1: composite map; Figures 2 – 6: close-up of five areas of the map for readability). A digital GPS survey point file has also been provided to Ronan Architects. Tree Map No. Species Code Common Name Scientific Name  Native (N)  Non‐native  (NN)  Diameter (DBH)  Condition  Assessment 219 ULMAME American Elm Ulmus americana N 17 G  222 ULMAME American Elm Ulmus americana N 11 B  223 ULMAME American Elm Ulmus americana N 25 G  236 ULMAME American Elm Ulmus americana N 15 B  270 ULMAME American Elm Ulmus americana N 32 M  273 ULMAME American Elm Ulmus americana N 13 M  277 ULMAME American Elm Ulmus americana N 29 B  288 ULMAME American Elm Ulmus americana N 14 B  290 ULMAME American Elm Ulmus americana N 25 M  291 ULMAME American Elm Ulmus americana N 15 M  309 ULMAME American Elm Ulmus americana N 18 G  145 TILAME Basswood Tilia americana N 30 G  227 TILAME Basswood Tilia americana N 29 G  267 TILAME Basswood Tilia americana N 38 B  139 ROBPSE Black Locust Robinia pseudoacacia NN 36 G  140 ROBPSE Black Locust Robinia pseudoacacia NN 45 M  141a ROBPSE Black Locust Robinia pseudoacacia NN 12 M  141b ROBPSE Black Locust Robinia pseudoacacia NN 20 M  142 ROBPSE Black Locust Robinia pseudoacacia NN 25 G  143 ROBPSE Black Locust Robinia pseudoacacia NN 13 G  131 JUGNIG Black Walnut Juglans nigra N 10 G  132 JUGNIG Black Walnut Juglans nigra N 24 G  147 JUGNIG Black Walnut Juglans nigra N 20 G  148 JUGNIG Black Walnut Juglans nigra N 23 G  149 JUGNIG Black Walnut Juglans nigra N 19 G  150 JUGNIG Black Walnut Juglans nigra N 25 G  152 JUGNIG Black Walnut Juglans nigra N 30 G  153 JUGNIG Black Walnut Juglans nigra N 42 G  154 JUGNIG Black Walnut Juglans nigra N 30 G  156 JUGNIG Black Walnut Juglans nigra N 32 G  158 JUGNIG Black Walnut Juglans nigra N 30 G  159 JUGNIG Black Walnut Juglans nigra N 41 G  160 JUGNIG Black Walnut Juglans nigra N 30 G  161 JUGNIG Black Walnut Juglans nigra N 20 G  164 JUGNIG Black Walnut Juglans nigra N 30 G  216 JUGNIG Black Walnut Juglans nigra N 41 G  3 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 96 Tree Map No. Species Code Common Name Scientific Name  Native (N)  Non‐native  (NN)  Diameter (DBH)  Condition  Assessment 221 JUGNIG Black Walnut Juglans nigra N 33 G  229 JUGNIG Black Walnut Juglans nigra N 40 G  233 JUGNIG Black Walnut Juglans nigra N 35 G  234 JUGNIG Black Walnut Juglans nigra N 34 G  237 JUGNIG Black Walnut Juglans nigra N 45 G  238 JUGNIG Black Walnut Juglans nigra N 44 G  240 JUGNIG Black Walnut Juglans nigra N 37 G  241 JUGNIG Black Walnut Juglans nigra N 34 G  242 JUGNIG Black Walnut Juglans nigra N 21 G  243 JUGNIG Black Walnut Juglans nigra N 14 G  244 JUGNIG Black Walnut Juglans nigra N 13 B   246 JUGNIG Black Walnut Juglans nigra N 35 G  248 JUGNIG Black Walnut Juglans nigra N 50 M  249 JUGNIG Black Walnut Juglans nigra N 13 G  250a JUGNIG Black Walnut Juglans nigra N 18 G  250b JUGNIG Black Walnut Juglans nigra N 18 G  251a JUGNIG Black Walnut Juglans nigra N 17 M  251b JUGNIG Black Walnut Juglans nigra N 17 M  252 JUGNIG Black Walnut Juglans nigra N 25 M  254 JUGNIG Black Walnut Juglans nigra N 41 G  256 JUGNIG Black Walnut Juglans nigra N 27 G  257 JUGNIG Black Walnut Juglans nigra N 18 G  259 JUGNIG Black Walnut Juglans nigra N 11 G  260 JUGNIG Black Walnut Juglans nigra N 25 G  265 JUGNIG Black Walnut Juglans nigra N 20 M  268 JUGNIG Black Walnut Juglans nigra N 42 G  269 JUGNIG Black Walnut Juglans nigra N 27 G  271 JUGNIG Black Walnut Juglans nigra N 31 G  272 JUGNIG Black Walnut Juglans nigra N 31 M  274 JUGNIG Black Walnut Juglans nigra N 22 G  275 JUGNIG Black Walnut Juglans nigra N 30 M  276 JUGNIG Black Walnut Juglans nigra N 35 M  278 JUGNIG Black Walnut Juglans nigra N 13 M  279 JUGNIG Black Walnut Juglans nigra N 28 M  280 JUGNIG Black Walnut Juglans nigra N 21 G  281 JUGNIG Black Walnut Juglans nigra N 30 M  289 JUGNIG Black Walnut Juglans nigra N 26 M  292 JUGNIG Black Walnut Juglans nigra N 23 M  294 JUGNIG Black Walnut Juglans nigra N 21 M  303 JUGNIG Black Walnut Juglans nigra N 21 G  380 JUGNIG Black Walnut Juglans nigra N 23 G     4 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 97 Tree Map No. Species Code Common Name Scientific Name  Native (N)  Non‐native  (NN)  Diameter (DBH)  Condition    Assessment 388 JUGNIG Black Walnut Juglans nigra N 26 G  389 JUGNIG Black Walnut Juglans nigra N 20 G  157 QUEMAC Burr Oak Quercus macrocarpa N 12 G  146a POPDEL Eastern Cottonwood Populus deltoides N 60 G  146b POPDEL Eastern Cottonwood Populus deltoides N 60 G  218 POPDEL Eastern Cottonwood Populus deltoides N 36 G  382 POPDEL Eastern Cottonwood Populus deltoides N 76 M  387 POPDEL Eastern Cottonwood Populus deltoides N 80 G  217 FRAPES Green Ash Fraxinus pennsylvanica N 37 B  220 FRAPES Green Ash Fraxinus pennsylvanica N 19 M  225 FRAPES Green Ash Fraxinus pennsylvanica N 37 G  235 FRAPES Green Ash Fraxinus pennsylvanica N 30 B  311 FRAPES Green Ash Fraxinus pennsylvanica N 26 M  123a CELOCC Hackberry Celtis occidentalis N 15 G  123b CELOCC Hackberry Celtis occidentalis N 24 G  124 CELOCC Hackberry Celtis occidentalis N 30 G  126 CELOCC Hackberry Celtis occidentalis N 20 G  127 CELOCC Hackberry Celtis occidentalis N 24 G  128a CELOCC Hackberry Celtis occidentalis N 15 G  128b CELOCC Hackberry Celtis occidentalis N 17 G  129 CELOCC Hackberry Celtis occidentalis N 35 G  133 CELOCC Hackberry Celtis occidentalis N 14 G  134 CELOCC Hackberry Celtis occidentalis N 40 G  135 CELOCC Hackberry Celtis occidentalis N 18 G  136 CELOCC Hackberry Celtis occidentalis N 32 G  137 CELOCC Hackberry Celtis occidentalis N 10 G  138 CELOCC Hackberry Celtis occidentalis N 42 G  187 CELOCC Hackberry Celtis occidentalis N 37 G  188 CELOCC Hackberry Celtis occidentalis N 26 G  190 CELOCC Hackberry Celtis occidentalis N 21 G  191 CELOCC Hackberry Celtis occidentalis N 24 G  192 CELOCC Hackberry Celtis occidentalis N 39 G  193 CELOCC Hackberry Celtis occidentalis N 20 G  194 CELOCC Hackberry Celtis occidentalis N 11 G  195 CELOCC Hackberry Celtis occidentalis N 19 G  196 CELOCC Hackberry Celtis occidentalis N 32 G  197 CELOCC Hackberry Celtis occidentalis N 35 G  198 CELOCC Hackberry Celtis occidentalis N 16 M  199 CELOCC Hackberry Celtis occidentalis N 20 G  200 CELOCC Hackberry Celtis occidentalis N 46 G  201 CELOCC Hackberry Celtis occidentalis N 18 G  202 CELOCC Hackberry Celtis occidentalis N 24 G  5 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 98 Tree Map No. Species Code Common Name Scientific Name  Native (N)  Non‐native  (NN)  Diameter (DBH)  Condition    Assessment 204 CELOCC Hackberry Celtis occidentalis N 28 G  205 CELOCC Hackberry Celtis occidentalis N 41 G  206 CELOCC Hackberry Celtis occidentalis N 34 G  207 CELOCC Hackberry Celtis occidentalis N 27 G  208 CELOCC Hackberry Celtis occidentalis N 18 G  211 CELOCC Hackberry Celtis occidentalis N 31 G  213 CELOCC Hackberry Celtis occidentalis N 34 G  224 CELOCC Hackberry Celtis occidentalis N 31 G  228 CELOCC Hackberry Celtis occidentalis N 17 G  230 CELOCC Hackberry Celtis occidentalis N 34 G  231 CELOCC Hackberry Celtis occidentalis N 14 G  232 CELOCC Hackberry Celtis occidentalis N 26 G  239 CELOCC Hackberry Celtis occidentalis N 17 G  245 CELOCC Hackberry Celtis occidentalis N 25 G  247 CELOCC Hackberry Celtis occidentalis N 47 G  253 CELOCC Hackberry Celtis occidentalis N 23 G  255 CELOCC Hackberry Celtis occidentalis N 37 G  258 CELOCC Hackberry Celtis occidentalis N 12 B  261 CELOCC Hackberry Celtis occidentalis N 27 G  266 CELOCC Hackberry Celtis occidentalis N 38 G  282 CELOCC Hackberry Celtis occidentalis N 43 G  284 CELOCC Hackberry Celtis occidentalis N 24 G  285 CELOCC Hackberry Celtis occidentalis N 32 G  287 CELOCC Hackberry Celtis occidentalis N 29 G  293 CELOCC Hackberry Celtis occidentalis N 27 G  295 CELOCC Hackberry Celtis occidentalis N 20 G  296 CELOCC Hackberry Celtis occidentalis N 17 G  297 CELOCC Hackberry Celtis occidentalis N 16 G  298 CELOCC Hackberry Celtis occidentalis N 29 M  299 CELOCC Hackberry Celtis occidentalis N 25 G  300 CELOCC Hackberry Celtis occidentalis N 17 G  301 CELOCC Hackberry Celtis occidentalis N 34 G  302 CELOCC Hackberry Celtis occidentalis N 25 G  304 CELOCC Hackberry Celtis occidentalis N 34 G  305 CELOCC Hackberry Celtis occidentalis N 32 G  306 CELOCC Hackberry Celtis occidentalis N 19 M  307 CELOCC Hackberry Celtis occidentalis N 27 G  308 CELOCC Hackberry Celtis occidentalis N 22 G  310 CELOCC Hackberry Celtis occidentalis N 26 G  379 CELOCC Hackberry Celtis occidentalis N 25 G  386 CELOCC Hackberry Celtis occidentalis N 49 G  172a PICABI Norway Spruce Picea abies NN 30 G  6 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 99 Tree Map No. Species Code Common Name Scientific Name  Native (N)  Non‐native  (NN)  Diameter (DBH)  Condition    Assessment 172b PICABI Norway Spruce Picea abies NN 12 G  173a PICABI Norway Spruce Picea abies NN 15 G  173b PICABI Norway Spruce Picea abies NN 15 G  174 PICABI Norway Spruce Picea abies NN 35 G  175 PICABI Norway Spruce Picea abies NN 15 G  176 PICABI Norway Spruce Picea abies NN 25 G  177 PICABI Norway Spruce Picea abies NN 32 G  178 PICABI Norway Spruce Picea abies NN 31 G  179 PICABI Norway Spruce Picea abies NN 25 G  180 PICABI Norway Spruce Picea abies NN 42 G  181 PICABI Norway Spruce Picea abies NN 30 G  182 PICABI Norway Spruce Picea abies NN 40 G  183 PICABI Norway Spruce Picea abies NN 30 G  184 PICABI Norway Spruce Picea abies NN 31 G  118a ACESAI Silver Maple Acer saccharinum N 32 G  118b ACESAI Silver Maple Acer saccharinum N 25 G  119 ACESAI Silver Maple Acer saccharinum N 32 G  120 ACESAI Silver Maple Acer saccharinum N 40 G  121 ACESAI Silver Maple Acer saccharinum N 30 G  122a ACESAI Silver Maple Acer saccharinum N 25 G  122b ACESAI Silver Maple Acer saccharinum N 30 G  185a ACESAI Silver Maple Acer saccharinum N 35 G  185b ACESAI Silver Maple Acer saccharinum N 30 G  355 ACESAI Silver Maple Acer saccharinum N 60 G  125 PRUSER Wild Black Cherry Prunus serotina N 32 M  130 PRUSER Wild Black Cherry Prunus serotina N 36 M  144 PRUSER Wild Black Cherry Prunus serotina N 48 G  151 PRUSER Wild Black Cherry Prunus serotina N 12 M  155 PRUSER Wild Black Cherry Prunus serotina N 12 M  163a PRUSER Wild Black Cherry Prunus serotina N 40 M  163b PRUSER Wild Black Cherry Prunus serotina N 55 M  163c PRUSER Wild Black Cherry Prunus serotina N 45 M  165 PRUSER Wild Black Cherry Prunus serotina N 15 M  168 PRUSER Wild Black Cherry Prunus serotina N 55 M  171 PRUSER Wild Black Cherry Prunus serotina N 10 M  189 PRUSER Wild Black Cherry Prunus serotina N 30 B  203 PRUSER Wild Black Cherry Prunus serotina N 27 B  209 PRUSER Wild Black Cherry Prunus serotina N 25 B  210 PRUSER Wild Black Cherry Prunus serotina N 28 G  212 PRUSER Wild Black Cherry Prunus serotina N 38 B  214 PRUSER Wild Black Cherry Prunus serotina N 39 M  215 PRUSER Wild Black Cherry Prunus serotina N 32 M  7 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 100 Tree Map No. Species Code Common Name Scientific Name  Native (N)  Non‐native  (NN)  Diameter (DBH)  Condition    Assessment 226 PRUSER Wild Black Cherry Prunus serotina N 27 B  262a PRUSER Wild Black Cherry Prunus serotina N 31 M  262b PRUSER Wild Black Cherry Prunus serotina N 31 M  263 PRUSER Wild Black Cherry Prunus serotina N 31 M  264 PRUSER Wild Black Cherry Prunus serotina N 22 B  283 PRUSER Wild Black Cherry Prunus serotina N 22 B  376 PRUSER Wild Black Cherry Prunus serotina N 28 M  377 PRUSER Wild Black Cherry Prunus serotina N 19 M  378 PRUSER Wild Black Cherry Prunus serotina N 28 M  381 PRUSER Wild Black Cherry Prunus serotina N 40 M  383 PRUSER Wild Black Cherry Prunus serotina N 33 G  384 PRUSER Wild Black Cherry Prunus serotina N 29 M  385 PRUSER Wild Black Cherry Prunus serotina N 47 M     8 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 101 EXHIBIT L: TREE SURVEY    10 THE FORGE: LEMONT QUARRIES 102    12 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 103  13 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 104  14 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 105  15 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 106   16 EXHIBIT L: TREE SURVEY THE FORGE: LEMONT QUARRIES 107 EXHIBIT M: ALTA SURVEY PLAT OF SURVEY THE FORGE NW CORNER WALKER RD./MAIN ST., LEMONT IL. THE FORGE: LEMONT QUARRIES 108 EXHIBIT M: ALTA SURVEY PLAT OF SURVEY THE FORGE NW CORNER WALKER RD./MAIN ST., LEMONT IL. The Forge: Lemont Quarries Adventure Park Traffic Impact Study – Report Addendum Walker Road at Main Street Lemont, Illinois, 60439 Report Prepared By: April 12, 2019 Table of Contents SECTION I – EXECUTIVE SUMMARY .......................................................................................... 1 SECTION II – INTRODUCTION/BACKGROUND OF SITE ................................................... 2 SECTION III – STUDY AREA ............................................................................................................ 2 SECTION IV – EXISTING ROADWAY TRAFFIC CONDITIONS ......................................... 4 SECTION V – SITE LAYOUT ............................................................................................................. 5 SECTION VI – TRIP GENERATION ................................................................................................ 5 SECTION VII – TRIP ASSIGNMENTS ........................................................................................... 8 SECTION VIII – PHASE 1 OPENING ANALYSIS ...................................................................... 9 SECTION IX – SUMMARY AND CONCLUSIONS .................................................................. 10 List of Figures Figure 1 - Phase 1 traffic Patterns ..................................................................................... 3 Figure 2 - 2018 Existing AM (PM) Peak Hour Traffic Volumes ............................................ 4 Figure 3 - Forge Phase 1 Visitor Estimates ........................................................................ 6 Figure 4 - Forge Weekday Peak Hour Trip Assignments AM (PM) ...................................... 8 Figure 5 - Forge Weekend Peak Hour Trip Assignments AM (PM) ...................................... 8 Figure 6 – Phase 1 Weekday Estimated Traffic Volumes AM (PM) ...................................... 9 Figure 7 – Phase 1 Weekend Estimated Traffic Volumes AM (PM) ...................................... 9 Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 1 The Forge: Lemont Quarries Adventure Park Traffic Study SECTION I – EXECUTIVE SUMMARY TERRA was asked to perform an additional evaluation of the site as a supplement to the main report to account for differences which were expected in the phasing and construction of the project. The new “Phase 1” project will call for an alternate entrance location to the original entrance and parking proposed within the quarry area north of the I & M Canal. This Phase 1 entrance will be via the intersection of Main Street with Talcott Avenue about a mile west of the future proposed entrance. Existing traffic data had not been collected at the proposed new entrance location, however the study can assume the traffic volumes would be similar to those collected at the Walker Road and Main Street intersection. These volumes were evaluated as the existing traffic at the Talcott Avenue intersection due to the corridor characteristics of Main Street. TERRA was provided with new traffic volumes and visitor counts for The Forge during the Phase 1 project. These volumes again vary throughout the course of the year with winter, shoulder and summer estimates. As the summer volumes are the highest impact, these provided values were the ones analyzed for the report. For the full report, only entering trips were provided by The Forge and TERRA needed to estimate the exiting volumes. The trip generation numbers from the full report were assumed to be correct and were used as the basis for estimating exiting trips throughout the day. Phase 1. The new trips to the Forge were assumed to be split 60% to/from the west on Main Street and 40% to/from the east on Main Street from the Talcott Avenue intersection. Traffic models were created in Synchro traffic modeling software to compare the “existing” and “Phase 1” traffic scenarios at the Main St and Talcott Ave. intersection. The models show that the additional traffic does increase the delays slightly for the southbound Talcott Avenue traffic over the existing condition on both the weekday and weekend scenarios, however these delays are still within what would be considered acceptable. It was determined that no geometric or traffic control changes would be necessary due to the Phase 1 scenario of development at the intersection. Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 2 SECTION II – INTRODUCTION/BACKGROUND OF SITE TERRA Engineering has been asked to evaluate the traffic impacts of the proposed new recreational facility called The Forge: Lemont Quarries Adventure Park (The Forge) which is proposed to be constructed in Lemont, Illinois. This parcel was formerly part of an old quarry site located along both the railroad and the I&M Canal. The site will host a new outdoor adventure park which is expected to contain a mountain bike park, climbing walls, zip lines, hiking trails, kayaking and similar activities. The Phase 1 construction and access plan calls for the entrance to the site during this phase to be relocated to the west of the location proposed in the study. This entrance will be provided near the intersection of Talcott Ave and Main Street about a mile west of the Walker access point. During Phase 1 of the project, the site will also expect to have fewer visitors than at the full build-out with visitor projects equal to about half of the volumes evaluated in the full report. SECTION III – STUDY AREA The proposed site for the Forge still lies near the northwest corner of the intersection of Main Street and Walker Road in the City of Lemont, Illinois. However, access to the site will be provided further to the west during this phase from Talcott Avenue, just north of Main Street. Visitors will enter the site using an existing industrial roadway with parking provided along the entry roadways to the west of the site. Much of the expected traffic would be expected to enter from turning off of Main Street onto Talcott Avenue and then travelling to the site. The proposed site location and adjacent street network and study intersections are provided in Figure 1. The initial study collected data at the existing intersection of Walker Rd. and Main St., but the Talcott and Main St intersection were not considered within the scope of the project at that time. For the purposes of this analysis, it was estimated that the existing traffic from the traffic counts could be shifted to the intersection at Talcott Avenue and Main Street and would be close enough for estimation purposes. TERRA’s team assumed the outflow westbound from Walker and Main (257 vehicles AM/500 Vehicles PM) and the entering flow eastbound (277 vehicles AM/503 vehicles PM) for the Main Street through movements at the Talcott intersection. No information to provide an estimate of southbound traffic at the existing Talcott Ave and Main Street intersection is available. One possible solution would be to assign the northbound volumes at Walker Rd. to southbound Talcott Ave. It was noted that the Walker Rd and Main St intersection is about halfway between IL Route 83 (Kingery Hwy) and Lemont Rd, both of which provide access to Interstate 55. Understanding that more traffic would potentially be drawn to and from the City of Chicago via I-55, it would be understandable that more of the Walker Road traffic heads to/comes from the east along Main Street. The Talcott Ave. intersection is much closer to Lemont Rd which possibly makes this travel to the west to Lemont Rd and north to I-55 for both existing traffic and visitors to the Forge a more attractive route. Therefore, the existing traffic and expected future traffic at the Talcott Ave and Main Street intersection will be directed more to/from the west. Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 3 PROJECT SITE WALKER RD Figure 1 - Phase 1 traffic Patterns Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 4 SECTION IV – EXISTING ROADWAY TRAFFIC CONDITIONS Existing traffic data was collected at the Walker Road and Main Street intersection on August 9th, 2018, while school was not in session for the summer. These values were assumed for the Main Street and Talcott Avenue intersection with modifications to the distribution. As the Talcott intersection is closer to Lemont Road and provides a good access point to I- 55, it was assumed 60% of the assumed traffic on Talcott would go to/from the west and the remaining 40% would use main to the east. The estimated assumed values for the Main Street and Talcott Avenue intersection utilized for the existing analysis are shown in Figure 2. The existing traffic data collected was modeled in Synchro 10 traffic modeling software for analysis of the intersection. The analysis was performed for the existing traffic during the peak period in the morning and again in the afternoon. For the existing analysis, it was assumed that the intersection would remain stop-controlled on the side street, Talcott Ave, and allow free-flow traffic on Main Street. The existing traffic analysis performance data from the model is provided in Table 1 for the AM and PM periods and the Synchro output from the existing analysis is provided in Appendix A. Table 1 – Existing Traffic Analysis Weekday AM Peak Weekday PM Peak LOS Delay v/c LOS Delay v/c Talcott Avenue and Main Street Unsignalized Intersection – Southbound Eastbound Left B A 11.1 7.8 0.12 0.02 B A 14.5 8.7 0.13 0.06 Overall the intersection functions well with the eastbound left turn experiencing very little delay of under 10 seconds and a LOS A in both the AM and PM peak. The eastbound and westbound traffic is currently free flow on Main Street, so the delays caused are only for vehicles to identify a break in westbound traffic to make the left turn. Southbound traffic on Talcott Ave also appears to operate relatively well in the current condition with LOS B in the AM and LOS C in the PM Peak and delays of under 15 seconds in either case. Again, the southbound traffic is only one shared lane for both the left and right turning movement, so the delay is experienced for all traffic at the stop sign. This movement does not take into account any potential blockage from trains. Figure 2 - 2018 Existing AM (PM) Peak Hour Traffic Volumes Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 5 The existing traffic volumes and corresponding traffic evaluations from Table 2 will be used as the base scenario for the existing conditions for the study. SECTION V – SITE LAYOUT The proposed The Forge: Lemont Quarries site is to be located on the north side of the railroad tracks which run in the east-west direction about 500 feet to the north side of Main Street. The main portion of the site will be located between the existing railroad tracks and the I&M Canal which runs roughly parallel to the railroad and about 625 feet to the north of the tracks. Currently there is no roadway access to this location, a future new roadway access is proposed as the north leg of the Walker Road intersection, but for Phase 1, access will be via Talcott Avenue and the gravel roadway along the I&M Canal as discussed previously and as previously shown in Figure 1. The plans include constructing a new outdoor recreation park which will include a mountain bike park, climbing walls, zip lines, hiking trails, kayaking and similar activities. This use is a unique use for the area which will be expected to generate new trips to the site. As this is a recreational use, it is expected that weekend traffic and visits will be higher than weekday visits to the site. SECTION VI – TRIP GENERATION When evaluating proposed traffic at a new development, it is necessary to estimate the number of new vehicle trips which will be created by the new uses at the site. This estimation of trips is fully explained in the traffic study report. For Phase 1 of the project TERRA’s team provided with new estimates from the Forge that estimated the Phase 1 volumes of cars for the site from 7:00 AM to 9:00 PM for both weekday and weekend traffic. As discussed in the full report, the site is expected to see the heaviest use in the summer season, which will be the main focus of this analysis. Also, as in the full report, it will be required for TERRA to estimate the exiting traffic as the numbers provided only estimate cars arriving at the site. The provided visitor estimates are provided in Figure 3. The evaluation assumes that all of the provided vehicle counts are for vehicles arriving at the site and do not take into account when vehicles exit the site. With the AM peak of adjacent street traffic from 6:15-7:15 AM and the arrivals starting at 7 AM, it is assumed that either no vehicles or a negligible amount would depart the site during the AM peak. It is assumed that many people would spend several hours at the site participating in activities throughout the day. This would seem to keep the AM exiting trips lower and would shift many exiting trips to the PM peak. TERRA estimated trips departing based partially on the estimated arrival times, as well as the time of day as a percentage of the daily traffic. The total arrivals and departures for the site, along with the overall % per hour and the net cars within the parking areas are provided in Table 2. Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 6 Figure 3 - Forge Phase 1 Visitor Estimates Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 7 Based on the estimates in the table, the projected entering trips in the AM would be equal to 3 during the weekday during the AM peak of traffic. The estimations by TERRA assume that on a weekday, the peak hour is 4:30 PM to 5:30 PM from the traffic data collected. To estimate the entering traffic, the arriving traffic of 15 vehicles at 4:00 PM and 21 vehicles at 5:00 PM were added together and divided in half to get the arriving vehicles during the peak (18 vehicles). There are no exiting vehicles in the AM weekday peak, but the afternoon was calculated similarly with the 4:00 PM hour will have 26 exiting vehicles and that the 5:00 PM hour will have 34 vehicles. To estimate the peak, we divide each total and add them together to get the total between 4:30 and 5:30 PM we estimate that there will be about 30 vehicles leaving the site during the afternoon peak hour. For the weekend, the peak hours appear to be from 1:00 PM to 2:00 PM, and from 6:00 PM to 7:00 PM, in which it is estimated that the entering traffic will be 130 vehicles in the AM and 97 in the PM. It is estimated that during these times, 54 and 162 vehicles respectively will be discharged from the site. Table 2 – Breakdown of Traffic Flows for Phase 1 Time Weekday Weekend Entering % of Total Exitin g % of Total Net in parking area Entering % of Total Exiting % of Total Net in parking area 7:00 AM 3 1.2% 0 0.0% 3 11 1.0% 0 0.0% 11 8:00 AM 5 1.9% 0 0.0% 8 22 2.0% 0 0.0% 33 9:00 AM 13 5.0% 0 0.0% 21 54 5.0% 0 0.0% 87 10:00 AM 19 7.4% 5 2.0% 35 81 7.5% 22 2.0% 146 11:00 AM 19 7.4% 8 3.0% 46 108 10.0% 32 3.0% 222 12:00 PM 28 10.9% 13 5.0% 61 119 11.0% 54 5.0% 287 1:00 PM 31 12.0% 13 5.0% 79 130 12.0% 54 5.0% 363 2:00 PM 26 10.1% 18 7.0% 87 108 10.0% 76 7.0% 395 3:00 PM 23 8.9% 21 8.0% 89 81 7.5% 86 8.0% 390 4:00 PM 15 5.8% 26 10.0% 78 54 5.0% 108 10.0% 336 5:00 PM 21 8.1% 34 13.0% 65 87 8.0% 141 13.0% 282 6:00 PM 23 8.9% 39 15.0% 49 97 9.0% 162 15.0% 217 7:00 PM 21 8.1% 38 15.0% 32 87 8.0% 162 15.0% 142 8:00 PM 8 3.1% 30 12.0% 10 32 3.0% 130 12.0% 44 9:00 PM 3 1.2% 13 5.0% 0 11 1.0% 55 5.0% 0 Total 258 100.0% 258 100.0% 0 1082 100.0% 1082 100.0% 0 Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 8 SECTION VII – TRIP ASSIGNMENTS The calculated trips for the new development need to then be assigned to the network to evaluate the future traffic created by The Forge. TERRA used the assumed percentage of 60% of vehicles to/from the west on Main Street and 40% to/from the east on Main Street to assign the trips to the network. The turning movements of vehicles exiting the site were calculated similarly, using the assumption that vehicles leaving the site will travel in the same proportions. The trip assignments for weekday traffic are shown in Figure 4 while the assignments for the weekend are shown in Figure 5. It was noted during the review of the expected visitor totals that the weekend traffic for the facility is significantly higher than the weekday visits. The volumes of vehicles on the weekend to the site are so significant that they will likely have a much greater impact on the traffic than the weekday visits. TERRA Did not collect weekend base traffic data. Traditionally weekend commuter traffic is much lower than on the weekday volumes during the same hours of the day. Peak traffic flows are more often in the hours around noon, and the expected visitor totals seem to reflect a similar expectation. It was determined that the weekend peak traffic flows entering the site would be at approximately 1 PM and that the exiting traffic would peak between 6-7 PM in the evening. The estimated values for these peaks were used and the weekend trip assignments were generated. Figure 4 - Forge Weekday Peak Hour Trip Assignments AM (PM) Figure 5 - Forge Weekend Peak Hour Trip Assignments AM (PM) Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 9 SECTION VIII – PHASE 1 OPENING ANALYSIS Assuming the development is built in 2021, the volumes for the existing traffic were multiplied by a growth multiplier to account for growth rate of 0.5% to account for growth in the existing traffic. The proposed trips generated by the site were then added to the estimated Talcott Ave intersection traffic, which creates the Phase 1 model on a weekday. The Phase 1 model is the traffic the intersection is predicted to experience once the first phase of the development is built. The resulting volumes for the weekday traffic flows are provided in Figure 6, the weekend volumes are shown in Figure 7. It was assumed for the initial analysis that the intersection would remain a minor street stop, in which Talcott Avenue would be controlled by a stop sign, and Main St would be allowed to free flow. The results of the Synchro Analysis are summarized in Table 3 with the full calculations provided in Appendix B. Comparing the traffic analysis for Phase 1 during the weekday and the Existing Traffic analysis, the LOS and delays are similar. In the evening peak, the southbound movement degrades to LOS C with a delay of about 16 seconds, but this would not be considered a significant impact. Figure 7 – Phase 1 Weekend Estimated Traffic Volumes AM (PM) Figure 6 – Phase 1 Weekday Estimated Traffic Volumes AM (PM) Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 10 Table 3– Phase 1 Traffic Analysis Weekday AM Peak Weekday PM Peak LOS Delay v/c LOS Delay v/c Talcott Avenue & Main Street Unsignalized Intersection – Southbound Eastbound Left B A 11.1 7.9 0.12 0.02 C A 15.6 8.8 0.42 0.08 Weekend AM Peak Weekend PM Peak LOS Delay v/c LOS Delay v/c Talcott Avenue & Main Street Unsignalized Intersection – Southbound Eastbound Left B A 13.1 8.2 0.24 0.09 D A 27.5 9.2 0.61 0.13 On the weekend during the peak summer months, the traffic is expected to be much heavier due to the attraction provided by the Forge. The southbound left movement during the earlier portion of the day around 1 PM has a LOS B and still appears to function relatively well with the assumed visitor traffic. In the later afternoon peak when it is expected that many people may be finishing their visit to the Forge, traffic volumes exiting the development are greatly increased. The southbound movement suffers a delay of 27.5 seconds which is LOS D. These values again would not be considered an issue in most urban areas. While this isn’t necessarily an “urban area” the delays are relatively short compared to Chicago area traffic, and most drivers would likely be able to accept this amount of delay coming and going from the site. SECTION IX – SUMMARY AND CONCLUSIONS This study was undertaken to determine the impact of the proposed The Forge: Lemont Quarries Adventure Park on the surrounding street network in Lemont, IL. The facility proposes to create an outdoor activity park with cycling, rock climbing, hiking and other similar activities on the site of an old quarry. The site will be located on the north side of Main Street near the intersection with Walker Road. The activity park will be located north of the railroad tracks between the tracks and the I&M Canal. The park will generate activity year-round, with peak visitors expected in the summer season and a greater number of visitors on weekend days than on typical weekdays. This addendum was undertaken to evaluate the impacts of providing access to The Forge from an alternative route during Phase 1 of the project. This access would be via the Main Street and Talcott Avenue intersection and then following a gravel road to the east along the I&M Canal. This access would ultimately be replaced by the access and parking described in the full report at the extended Walker Road. As this Phase 1 access change happened after the report was finalized, TERRA was unable to collect turning movement data at the intersection of Main Street and Talcott Avenue. It was assumed for analysis that the volumes would be similar to the observed traffic at Walker Road and Main Street with the Walker volumes assigned to the Talcott Avenue leg. TERRA estimated the turning movement counts at the intersection and Traffic Impact Study – Addendum April 12, 2019 The Forge: Lemont Quarries Adventure Park Page 11 analyzed the existing traffic conditions. Overall the existing intersection would appear to operate well with similar volumes. The traffic for Phase 1 was then estimated based on visitor and vehicle projections provided by the Forge for this build out. This was done using the summer season visitor estimates for both the weekend and weekday visitor totals from the original report. The volumes were then split with an estimate of 60% to/from the west on Main Street and 40% to/from the east on Main Street. These new volumes were then modeled and compared to the existing model to evaluate the overall impact of the temporary entrance. The additional traffic from the Forge as expected will cause some slight increases in delay for drivers on Talcott Avenue based on the fact that there are more vehicles southbound at the intersection which will need to stop. However, based on the estimated traffic numbers, the impact seems to be relatively low to the intersection. It is expected that this route should be able to handle the temporary traffic volumes created by The Forge during the first phase of the project until the ultimate new location is finished at a later date with no changes to the geometric configuration or traffic control methods. Appendix A Existing Synchro Output HCM 6th TWSC Forge Phase 1 AM traffic.syn 8: Main St & Talcott Ave 04/11/2019 Forge Existing traffic 6:15 am 10/09/2018 AM Existing Synchro 10 Report TERRA Engineering, Ltd.Page 1 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 19 249 245 12 28 43 Future Vol, veh/h 19 249 245 12 28 43 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 271 266 13 30 47 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 279 0 - 0 586 273 Stage 1 - - - - 273 - Stage 2 - - - - 313 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1284 - - - 473 766 Stage 1 - - - - 773 - Stage 2 - - - - 741 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1284 - - - 464 766 Mov Cap-2 Maneuver - - - - 554 - Stage 1 - - - - 758 - Stage 2 - - - - 741 - Approach EB WB SB HCM Control Delay, s 0.6 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1284 - - - 666 HCM Lane V/C Ratio 0.016 - - - 0.116 HCM Control Delay (s) 7.8 0 - - 11.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.4 HCM 6th TWSC Forge Phase 1 PM traffic.syn 8: Main St & Talcott Ave 04/11/2019 Forge Existing traffic 6:15 am 10/09/2018 AM Existing Synchro 10 Report TERRA Engineering, Ltd.Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 59 482 461 39 21 32 Future Vol, veh/h 59 482 461 39 21 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 64 524 501 42 23 35 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 543 0 - 0 1174 522 Stage 1 - - - - 522 - Stage 2 - - - - 652 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1026 - - - 212 555 Stage 1 - - - - 595 - Stage 2 - - - - 518 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1026 - - - 193 555 Mov Cap-2 Maneuver - - - - 330 - Stage 1 - - - - 543 - Stage 2 - - - - 518 - Approach EB WB SB HCM Control Delay, s 1 0 14.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1026 - - - 437 HCM Lane V/C Ratio 0.063 - - - 0.132 HCM Control Delay (s) 8.7 0 - - 14.5 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.2 - - - 0.5 Appendix B Phase 1 Synchro Output HCM 6th TWSC Forge Phase 1 AM Proposed Weekday traffic.syn 8: Main St & Talcott Ave 04/11/2019 HCM 6th TWSC Synchro 10 Report TERRA Engineering, Ltd.Page 1 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 21 249 245 13 28 43 Future Vol, veh/h 21 249 245 13 28 43 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 23 271 266 14 30 47 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 280 0 - 0 590 273 Stage 1 - - - - 273 - Stage 2 - - - - 317 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1283 - - - 470 766 Stage 1 - - - - 773 - Stage 2 - - - - 738 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1283 - - - 460 766 Mov Cap-2 Maneuver - - - - 551 - Stage 1 - - - - 757 - Stage 2 - - - - 738 - Approach EB WB SB HCM Control Delay, s 0.6 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1283 - - - 664 HCM Lane V/C Ratio 0.018 - - - 0.116 HCM Control Delay (s) 7.9 0 - - 11.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.4 HCM 6th TWSC Forge Phase 1 PM Proposed Weekday traffic.syn 8: Main St & Talcott Ave 04/13/2019 HCM 6th TWSC Synchro 10 Report TERRA Engineering, Ltd.Page 1 Intersection Int Delay, s/veh 1.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 70 482 461 46 33 50 Future Vol, veh/h 70 482 461 46 33 50 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 76 524 501 50 36 54 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 551 0 - 0 1202 526 Stage 1 - - - - 526 - Stage 2 - - - - 676 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1019 - - - 204 552 Stage 1 - - - - 593 - Stage 2 - - - - 505 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1019 - - - 183 552 Mov Cap-2 Maneuver - - - - 320 - Stage 1 - - - - 531 - Stage 2 - - - - 505 - Approach EB WB SB HCM Control Delay, s 1.1 0 15.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1019 - - - 428 HCM Lane V/C Ratio 0.075 - - - 0.211 HCM Control Delay (s) 8.8 0 - - 15.6 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0.2 - - - 0.8 HCM 6th TWSC Forge Phase 1 AM Proposed Weekend traffic.syn 8: Main St & Talcott Ave 04/13/2019 HCM 6th TWSC Synchro 10 Report TERRA Engineering, Ltd.Page 1 Intersection Int Delay, s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 97 249 245 64 50 75 Future Vol, veh/h 97 249 245 64 50 75 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 105 271 266 70 54 82 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 336 0 - 0 782 301 Stage 1 - - - - 301 - Stage 2 - - - - 481 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1223 - - - 363 739 Stage 1 - - - - 751 - Stage 2 - - - - 622 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1223 - - - 326 739 Mov Cap-2 Maneuver - - - - 444 - Stage 1 - - - - 675 - Stage 2 - - - - 622 - Approach EB WB SB HCM Control Delay, s 2.3 0 13 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1223 - - - 584 HCM Lane V/C Ratio 0.086 - - - 0.233 HCM Control Delay (s) 8.2 0 - - 13 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.3 - - - 0.9 HCM 6th TWSC Forge Phase 1 PM Proposed Weekend traffic.syn 8: Main St & Talcott Ave 04/13/2019 HCM 6th TWSC Synchro 10 Report TERRA Engineering, Ltd.Page 1 Intersection Int Delay, s/veh 5.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 117 482 461 78 86 129 Future Vol, veh/h 117 482 461 78 86 129 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 127 524 501 85 93 140 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 586 0 - 0 1322 544 Stage 1 - - - - 544 - Stage 2 - - - - 778 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 989 - - - 173 539 Stage 1 - - - - 582 - Stage 2 - - - - 453 - Platoon blocked, % - - - Mov Cap-1 Maneuver 989 - - - 142 539 Mov Cap-2 Maneuver - - - - 277 - Stage 1 - - - - 477 - Stage 2 - - - - 453 - Approach EB WB SB HCM Control Delay, s 1.8 0 27 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 989 - - - 391 HCM Lane V/C Ratio 0.129 - - - 0.598 HCM Control Delay (s) 9.2 0 - - 27 HCM Lane LOS A A - - D HCM 95th %tile Q(veh) 0.4 - - - 3.7 8 Exhibit C Findings of Fact FINDINGS. Based upon the evidence and testimony presented in the public hearing, the Lemont Village Board of Trustees finds the following: 1. The Lemont 2030 Comprehensive Plan’s future land use map designates the subject site as Open Space and Recreation (OS&R) and Multi-Family Residential (MFR). 2. The proposed PUD implements many of the recommendations from the Lemont 2030 Comprehensive Plan. 2. The PUD request achieves the UDO 17.08.010.C.1 objective of ensuring that the future growth and development which occurs is in accordance with policies and goals of the Village. 3. The PUD request achieves the UDO 17.08.010.C.2 objective of providing a more desirable living environment by integrating the natural environmental and landscape features of the property into land development. 4. The PUD request achieves the UDO 17.08.010.C.4 objective of stimulating economic development within the Village. 9 Exhibit D Comment Letters from Planning, Engineering, Traffic Consultant Applicant’s Response WweWeWWillowW  1 | Page    LTAP Acquisition LLC  Jeanette Virgilio   340 River Street   Lemont, IL 60439    April 17, 2019    RE: The Forge Adventure Park UDO Zoning Review [1]    Current Zoning:  R‐1 (Single‐Family Detached Residential District) and R‐5 (Single‐Family Attached  Residential District)  Proposed Zoning:   B‐3 (Arterial Commercial District) and B‐4 (Commercial Recreation)  Subject Property Size:   ± 40.5 acres  Proposed Use:    Outdoor Recreation     Dear Ms. Jeanette Virgilio:    The Village of Lemont has received your application and plans for:     Phase I Final Planned Unit Development and Plat   Rezoning   Phase II for a Preliminary PUD and Plat      The Village’s Unified Development Ordinance (UDO) can be found here and there are references to this  code in the letter below:     https://library.municode.com/il/lemont/codes/code_of_ordinances?nodeId=TIT17UNDEOR    The following UDO comments must be addressed regarding the entitlement applications and some  remarks are meant to provide guidance. A written response should be provided with the next submittal.    Phase I – Final PUD  Architecture  1. Provide more detail on how a cargo container will be used as a kitchen. Any use of a cargo  container as a structure and building for occupancy is an exception in the PUD.   WweWeWWillowW  2 | Page    2. The maximum building height in the B‐4 district is 35’. Any structure greater than 35’ will require  an exception in the PUD.   3. All other lot and dimensional standards for B‐4 are met due to the proposed structures being  temporary in nature. Provide an estimate of how many cargo containers are anticipated onsite.  For example, how will storage on‐site be done (i.e. storage of signs, traffic cones, and other  things required for this use). Will the aerial adventure course staging area have a cargo  container? How will equipment for this area be stored?  4. Will storage containers be used for an office area?   5. What does Kayak and Canoe storage look like on Page L101?  6. Provide detail and description of ‘security fencing’.     Signage   7. Clarify permission to locate signs off‐site. Particularly the signs at the entrance of Talcott & Main  (monument & wayfinding).   8. The painted signs on the cargo containers will require an exception in the PUD.  9. All monument signs must be landscaped in accordance with §17.20.  10. Provide more details in the signage plan. §17.11.150 Signs for PUDS requires:  a. Site plan and/or elevations that indicate locations of all signs; and  b. Computation of aggregate maximum sign area, the maximum sign area for each  individual sign, sign dimensions, and the height of all signs; and  c. Materials; and  d. Illumination details (if this applies)    Other   11. All garbage containers must be placed within a dumpster enclosure per §17.06.030 G. Is there  only one dumpster enclosure for the entire site?   12. §17.07.030 Any lots zoned B that abut residential zoning (the land not being proposed to be  rezoned) require a transitional yard of at least a depth of 12’. The transition yard cannot be used  to parking, loading, servicing or storage and it must meet the landscape standards of  §17.20.060. Verify the transition area meets this requirement.   13. The Comprehensive Plan future land use map designates this area as primarily OS&R (Open  Space and Recreation) and the proposed B‐3 parcel is designated MFM (Multi‐Family Mid‐rise).  PUDs should be in substantial compliance with the Comprehensive plan. The open space portion  of the proposed development is in compliance with the Lemont 2030 Comprehensive Plan.   14. There are intentions to be open throughout all the seasons. Detail how someone would know if  the park is closed due to weather (onsite).   15. Clarify maintenance on shared facilities (such as parking lots, access road, etc.). If there is a large  pot‐hole in the access road, who’s responsibility is it to fix? How will these things be managed?  WweWeWWillowW  3 | Page    16. Clarify the purpose to rezone to B‐3 at this time without a plan. While anticipated uses are  sufficient, the rezoning to B‐3 is not in line with the Village Comprehensive plan. A formal  response and/or concept plan on the site is needed to clarify the purpose of the proposed  rezoning.  17. Verify the ADA parking meets code (for all proposed parking lots). It is proposed as gravel  parking stalls to mulched pathways per Page L 101.  18. Parking is a concern when a mix of uses such as a restaurant, adventure park and outdoor  amphitheater and stage (with an open lawn, so not a set amount of seats or attendance). There  appears to be approximately 257 (249+8 ADA) parking stalls (including ADA) and 10 boat parking  stalls at full Phase I build out. The one access point to all these parking stalls in the times where  the park will be busy or if there is a concert is of concern. Provide a detail and narrative of how  the Forge would handle maximum capacity events with the one gravel access road.   19. Verify parking lot lighting is sufficient for visibility especially with being open late. (It is  recommended to provide a photometric plan). Lighting throughout the site is important. Are all  areas of the park open during dark hours?    20. Parking lot is showing striping, but since the lot is proposed as gravel, how will it be striped?  How will customers know what is boat/trailer parking versus vehicle parking stalls?   21. Outdoor recreation parking requirements is ‘per approved special use’.   22. Per §17.10.110 it shall be unlawful to store or park boats or RVs between 2am and 6am unless  within a fully enclosed structure. If overnight boat or RV storage is expected, it should be  discussed in the PUD.   23. Clarify how deliveries will be made to the restaurant. Timing? Type of truck?  24. Clarify how portable restrooms will be maintained. How will vehicles get to the location to  service them?  25. The gravel parking lots and drive aisles will require an exception in the PUD.  26. An exception in the PUD is required for no connection to Village water and the sanitary system.   27. No storm sewer connections are proposed for phase 1 and will require an exception in the PUD.  28. Clarify in the traffic study for Phase I when it states that there will be approximately (estimate)  390 cars parked at 3pm (on Page 7) on weekends. Is this what the study is stating? What would  be the parking plan for this amount of vehicles? Phase 1 appears to have 249 parking stalls, 8  ADA parking stalls and 10 boat parking stalls.       Landscaping  29. The landscaping plans appear to meet the UDO. Further landscaping comments may come from  the Village Arborist and/or Ecologist.        WweWeWWillowW  4 | Page    Phase II – Preliminary PUD  Architecture  30. Corrugated steel buildings and roofs require an exception in the PUD.   31. The height of the permanent structures requires an exception in the PUD. The figure provided is  62’ at the roof line, but provide a dimension of height to the top of the roof peak.     Signage  32. Clarify if all signage will remain from Phase I.   33. Provide more details in the signage plan. §17.11.150 Signs for PUDS requires:  a. Site plan and/or elevations that indicate locations of all signs; and  b. Computation of aggregate maximum sign area, the maximum sign area for each  individual sign, sign dimensions, and the height of all signs; and  c. Materials; and  d. Illumination details (if this applies)  34. Monument signs require masonry bases. All monument signs shall be landscaped accordingly.    Other  35. Clarify if the potential overflow parking on the proposed B‐3 lot is only for Phase II or is it  available for Phase I? Provide more detail on the overflow parking on the lot south of the  railroad tracks.   36. Clarify how the applicant is addressing this statement in the Traffic Study for Phase II: “Based on  the weekend traffic flows it will be necessary to consider mitigation alternatives to keep the  traffic from backing up both across the railroad tracks and into the site when the site opens.”  37. A traffic signal is warranted at time of opening Phase II. Verify the applicant is satisfied with this  condition.   38. Further describe the spoil pile areas.   39. Does the Walker access provide secondary access? Or will the parking still be utilized from Phase  I?  40. The gravel parking lots are an exception in the PUD.  41. Same comment on this phase regarding parking stall markings. How will they be marked on  gravel? What are their dimensions?    Landscaping  42. Add landscape islands at the end of all parking stall aisles (i.e. closest to buildings).  43. The parking lot is required to have screening on all perimeters per §17.20. There only appears to  be internal landscaping proposed (islands).  44. Page L.2 appears to have trees floating in the middle of the kid’s area and spoil pile (seemed to  repeat from landscape islands in the parking lot).   WweWeWWillowW  5 | Page        The purpose of this review is to make certain its general compliance with Village ordinances and standard practices regarding site development, landscaping and design. This review is only for general conformance with the design criteria established by the Village and is subject to both the completeness of the information submitted by the developer’s professional staff and also the actual ability of the plan to perform in accordance with its intent. Actual field conditions may vary and additional items may arise which are not readily apparent based on this submittal. The developer’s design professionals are responsible for performing and checking all design computations, dimensions, and details relating to design, construction, compliance with all applicable codes and regulations, and obtaining all permits. Additionally, other bodies of government may have jurisdiction over various aspects of this development. The developer should be advised that additional measures may be required based on actual field conditions and formal approvals of the other agencies. A written response must be provided to all comments with the next submittal. Please contact me with  any questions.    Sincerely,     Jamie Tate, AICP  Consulting Planner  630.640.5860  jtate@lemont.il.us  LEMONT FIRE PROTECTION DISTRICT 15900 New Avenue Lemont, IL 60439 Business: (630) 257-0191 Fax: (630) 257-5318 fpb@lemontfire.com lemontfire.com April 12, 2019 Building Department Village of Lemont 418 Main Street Lemont, IL. 60439 Re: Final PUD – The Forge (Phase I) Lemont, IL, 60439 Dear Building Department; This Department is in receipt of the site plans for the above mentioned project. The 2015 edition of the International Fire Code along with local amendments were used for this review. These plans are APPROVED AS NOTED subject to the following comments: 1. Communications have been very open with the FD and the representatives of this project. A portion of the trail behind the facility will be widened and reinforced to handle our emergency vehicles. This particular phase will not require any additional requirements from the fire department. The proposed trailers will not require anything additional at this time being that they will be temporary. The review of these drawings does not relieve the contractor or building owner from designing and installing and completing this project per all code and standard requirements. Fire code and standard requirements not necessarily noted on these plans, in the plan review letter, or noted during inspections are still required to be provided and installed in full compliance with all adopted codes standards and ordinances. I will recommend approval of these plans with the stipulation that the above items are addressed and complied with. This APPROVAL with noted requirements of the Codes and Standards for the submitted project is not to be construed as final approval. This can only be granted after construction and occupancy inspections. If you should have any further questions please don’t hesitate to contact me. Sincerely, Benjamin DeAnda, MS, MA, FM Fire Inspector cc: Village of Lemont Building Department BUREAU OF FIRE PREVENTION Project Traffic Review To: Mark Herman and Jason Berry Village of Lemont From: Bill Grieve Date: May 1, 2019 Subject: The Forge: Lemont Quarries Adventure Park Gewalt Hamilton Associates, Inc. (GHA) has reviewed the various materials submitted for the proposed outdoor activity park to be known as “The Forge”. Initially the thought was that the activity park would be constructed in a single phase. The current prog ram separates out the development into two phases: • Phase 1 will be located on the north side of the Illinois & Michigan (I&M) Canal. Access will be via an existing gravel path located and a connection to Talcott Avenue on the immediate north side of the I&M Canal. Parking for about 210 cars would be provided. • Phase 2 will be located between the IC/CN railroad tracks and the I&M Canal. Access would be provided via a new connection from the Main Street / Walker Road intersection across the railroad tracks. Parking for almost 400 cars would be provided. We offer the following comments for your consideration regarding the Traffic Impact Studies (TIS) prepared by Terra Engineering Ltd. dated November 14, 2018 and April 12, 2019 and the Phase 2 and 1 site plans prepared by John Ronan Architects. Phase 1 • The Terra TIS follows guidelines published by the Institute of Transportation Engineers (ITE). We concur with their findings regarding existing conditions and roadway operations. • Weekday morning and evening and Saturday midday traffic counts should be con ducted at the Talcott Avenue intersections with Main Street and the access road immediately north of the IC/CN railroad tracks as these intersections will be most impacted by Phase 1 activity from the Forge. The counts should include both cars and trucks to understand the operations of the chemical facility that will intersect immediately at the proposed access connection into Phase 1. • A separate eastbound left turn lane should be striped on main street at Talcott Avenue. • Appropriate wayfinding signage should be provided to best direct Phase 1 patrons of The Forge to the parking facilities. • We concur with the Terra methodology for developing trip generations. As noted, the Institute of Transportation Engineers does not have a land -use category that conforms to the recreational and athletic activities to be offered. • The existing gravel road for Phase 1 access appears substandard with several ruts noted. Per FHWA guidelines (see attached), the suggested minimum gravel layer assuming a low subgrade support condition should be at least 6.5 inches thick. The Forge – Lemont, Illinois Gewalt Hamilton Associates, Inc. - Page | 2 • The gravel road will also be used as a “major access” and also per FHWA guidelines should be at least 18-foot wide. Phase 2 • The Terra TIS follows guidelines published by the Institute of Transportation Engineers (ITE). We concur with their findings regarding existing conditions and roadway operations. The traffic counts in August 2018, although school was not in session, makes sense as the Summer months will be the peak generator of The Forge. • We concur with the Terra methodology for developing trip generations. As noted, the Institute of Transportation Engineers does not have a land -use category that conforms to the recreationa l and athletic activities to be offered at The Forge. • We also concur with the Terra strategies for mitigating the traffic impacts. The installation of a traffic signal at the Main Street / Walker Road intersection will help “monitor” traffic in/out of the site across the IC/CN railroad crossing. • Will there ever be the opportunity for connecting Phase 2 with Phase 1 via a vehicular bridge over the I&M Canal? This would significantly improve accessibility for Phase 1 traffic. • What is planned for the “No Work” area located in the northwest corner of the Main Street / Walker Road intersection? This approximate 5.5-acre parcel could directly impact operations at the Main Street / Walker Road intersection, especially if access is provided on the Walker Road extension . • The Terra study models the Main Street / Walker Road intersection assuming that separate left turn lanes would be constructed on all four approaches. The widening project should include improving the sight distance in the southeast corner as right-of-way (ROW) allows. * * * * * * * * * * * * This Project Traffic Review conducted by: William C. Grieve, P.E., PTOE Senior Transportation Engineer bgrieve@gha-engineers.com