Planning and Zoning Commission

PLANNING AND ZONING COMMISSION NOVEMBER 25, 2025 AT 7:00 PM VILLAGE HALL - COUNCIL CHAMBERS 200 E. WOOD STREET PALATINE, IL 60067-5339 (847) 359-9050 www.palatine.il.us AGENDA REGULAR MEETING 7:00 PM I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF MINUTES A. Draft PZC Minutes - 11-11-2025 IV. PUBLIC HEARING A. 204-216 W. Palatine Road and 222 W. Palatine Road 1. Final Planned Development to permit a new 4-unit townhouse building, with a shared driveway and parking lot with the existing 4-unit building at 204-216 W. Palatine Road; 2. Preliminary and Final Plat of Subdivision (Plat of Consolidation) for the properties at 204-222 W. Palatine Road; and 3. Rezoning of the Subject Properties from R-3 (multi-family residential) to Planned Development. The property is commonly known as 204-216 W. Palatine Road and 222 W. Palatine Road. V. PUBLIC COMMENT VI. ADJOURNMENT VILLAGE OF PALATINE Page 1 of 1 Page 1 of 54 Page 2 of 54 Page 3 of 54 Page 4 of 54 Page 5 of 54 Page 6 of 54 Page 7 of 54 Page 8 of 54 Page 9 of 54 Page 10 of 54 Page 11 of 54 Page 12 of 54 Page 13 of 54 Page 14 of 54 Page 15 of 54  IV.A 204-216 W. Palatine Road and 222 W. Palatine Road STAFF REPORT: TO: Palatine Planning and Zoning Commission Jan Wood, Chair FROM: Ben Vyverberg, Director of Planning and Zoning PETITIONER: Mark Silver PLAN NUMBER: FPD-000173-2025 BACKGROUND: The Subject Properties, zoned R-3 multi-family, received Preliminary Planned Development approval in 2024 to allow the construction of a new 4-unit townhouse building on the westerly lot (222 W. Palatine Road). The easterly lot (204-216 W. Palatine Road) is an existing 4-unit building will remain, with a relocated parking area constructed on the north side of the Subject Properties. Therefore, the Petitioner is requesting: Final Planned Development to permit a new 4-unit townhouse building, with a shared driveway and parking lot with the existing 4-unit building at 204-216 W. Palatine Road; Preliminary and Final Plat of Subdivision (Plat of Consolidation) for the properties at 204-222 W. Palatine Road; and Rezoning of the Subject Properties from R-3 (multi-family residential) to Planned Development. KEY ISSUES: • The subject properties are both zoned R-3 and contain a single-family residential home (222 W. Palatine Road) and an existing 4-unit building (204-216 W. Palatine Road). The property owner intends to demolish the single-family home and construct a 4-unit townhouse building on the western lot. As part of the Preliminary Planned Development approval, the Petitioner submitted initial architectural plans and elevations for review. In conjunction with the Final Planned Development application, the Final Architectural Plans were submitted for review. • The Final Planned Development application and plan submission largely represented carryover conditions from the Preliminary Planned Development Page 16 of 54  approval, with the inclusion of the Final Engineering and Architectural Plans. ARCHITECTURE - • The proposed new building's front elevations include a covered entry, shake siding, engineered stone, LP siding, and LP board and batten siding. These materials continue for the side elevations, in addition to the varying window placement, which was previously discussed with the Planning and Zoning Commission at the initial Public Hearing. Architectural shingles are proposed for the roof. • The finished height of three buildings is approximately 39 feet 5 inches. This would be within the maximum allowable building height (50 feet) in the R-3 district and consistent with the 3-story install elevations approved with the Preliminary Planned Development. The proposed access drive widening from Palatine Road addresses the required Fire Prevention auto-turn and truck access requirements. Fire sprinklers are required, which will likely increase the water line size to 4 inches or larger. • The first floor plan includes a 1-car garage and/or a flexible space, with the second floor containing a living room, dining room, kitchen, deck, and a one-half bathroom. The upper level includes two additional bedrooms and bathrooms. Within the three contemplated floor plans, the size of each unit is approximately 1,600 square feet. • In addition to the single-car garage, each of the 4 units will have a single driveway parking space in front of the garages for a total of 8 parking spaces. ENGINEERING - • All existing utilities are available and proximate to the property. The sanitary and water lines are on the south side of Palatine Road. In order to access those utilities for connection, an IDOT permit will be required. With the required inclusion of an accessible parking space and a desire to not impact a 45 inch caliper tree, the number of parking spaces on the north side of the property is reduced from the initial approval. With the proposed 8 parking spaces and additional 8 parking spaces for the new townhouse, which would provide 2 spaces/unit. In working with the Petitioner and Engineer, there may be an opportunity to provide one additional parking space. Functionally, the existing 4- unit building required only 1.5 spaces/unit at the time of its estimated expansion in the late 1970's/early 1980's. • The proposed development would eliminate one of the existing curb cuts on W. Palatine Road and provide shared access to the site. Prior to the execution of the Plat of Consolidation, a cross-access easement and likely declarations would be required. • For the existing 4-unit building, there is a dumpster onsite, which is screened with a wooden fence. The proposed 4 new townhomes would function a Page 17 of 54  individual units accordingly. • The relocated parking spaces on the north side of the property would be required to be screened with a solid fence. While there is an existing fence there now, the determination of whether it could be reused in order to provide the screening would be determined through the building permit review process. • MWRD will make the final determination regarding the WMO and site runoff and volume control. If MWRD does not require a permit, all the new impervious will need to drain to Palatine Road. The Village Engineer has conditionally approved the engineering plans. STAFF RECOMMENDATION: The subject property is currently zoned for multi-family uses and the Comprehensive Plan recommends a continued multi-family use of the property. Additionally, it is surrounded by other multi-family properties and was approved for a Preliminary Planned Development approval in 2024. The final architectural plans refined the initial plans and provided the requisite elevation material definition and the architectural plan changes, which were discussed at the Preliminary Planned Development review. The Final Planned Development plans are consistent with that approval and, therefore, Staff recommends approval, subject to the following conditions: 1. The Final Engineering Plans and Final Engineer’s Cost Estimate shall be submitted and revised in a manner acceptable to the Village Engineer and Director of Planning and Zoning. This includes the final parking lot plan for the north side of the property. 2. If required, a Public Improvement letter of credit or appropriate security shall be submitted in a manner acceptable to the Village Engineer and a Planned Development letter of credit shall be submitted in a manner acceptable to the Director of Planning and Zoning. 3. Review fees in the amount of 1.5% of the total project improvement costs (as defined in the Village Code) shall be submitted in a manner acceptable to the Village Engineer. 4. A shared driveway access easement shall be prepared and submitted in a manner acceptable to the Village Attorney and Director of Planning and Zoning. The access drive may also have to be noted as "no parking" on either side, as part of the Fire Prevention Final Planned Development review of the final driveway plan. 5. Recording fees in the amount of $300 shall be submitted. 6. A construction management plan indicating the proposed material delivery routes and contractor parking areas, shall be submitted to the Village Engineer and Director of Planning and Zoning. 7. All required extra agency permits shall be submitted in a manner acceptable to the Village Engineer. 8. The final landscaping and screening plan shall be submitted in a manner acceptable to the Director of Planning and Zoning. Page 18 of 54  9. A plat of consolidation shall be submitted in a manner acceptable to the Village Engineer and Director of Planning and Zoning. 10. IDOT permits will be required for all utilities (sanitary and water are both on the south side of Palatine Road) and driveway connections. This will also require a maintenance of traffic plan. 11. Cash-in-lieu of detention will be required, at .26/SF or $5,659.16. ATTACHMENTS: 1. Aerial Map 2. FINAL ENGINEERING PLANS 3. Architectural Plans Third Stone - Palatine Townhomes 4. Preliminary Planned Development conditions 5. Public Notice 204-222 W. Palatine Road Page 19 of 54  204-222 W Palatine Road Legend 0 50 100 Print Date: 5/21/2025 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. This map is for general information purposes only. Although the information is believed to be generally accurate, errors may exist and the user should independently confirm for accuracy. The map does not constitute a regulatory determination and is not a base for engineering design. A Registered Land Surveyor should be consulted to determine precise location boundaries on the ground. Page 20 of 54  COPYRIGHT C 2025 PALATINE SILVER TOWNHOMES MeritCorp G R O U P , L L C FINAL ENGINEERING PLANS 204-222 W. PALATINE ROAD PALATINE, COOK COUNTY, ILLINOIS DESCRIPTION: MASTER NOTES SYMBOL LEGEND TABLE OF CONTENTS ISSUED FOR REVIEW PROPOSED EXISTING 1. ALL ITEMS OF THIS PROJECT SHALL BE GOVERNED BY SPECIFICATIONS INCLUDED IN THE DOCUMENTS LISTED BELOW: PROPERTY LINE SHEET NO. SHEET NAME N SMITH ST N CEDAR ST A. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" PREPARED BY THE DEPARTMENT OF BUILDING SETBACK LINE TRANSPORTATION OF THE STATE OF ILLINOIS AND ADOPTED BY SAID DEPARTMENT EASEMENT LINE 1 COVER SHEET (LATEST REVISION*) AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS". N BROCKWAY ST B. "SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS" ADOPTED BY THE ILLINOIS DEPARTMENT OF DEPRESSED CURB 2 EXISTING CONDITION PLAN REVISED PER VILLAGE COMMENTS TRANSPORTATION. W WILSON ST STORM SEWER C. "ILLINOIS URBAN MANUAL" (LATEST REVISION*) BY ASSOCIATION OF ILLINOIS SOIL & WATER CONSERVATION DISTRICTS. 3 SOIL EROSION CONTROL PLAN D. "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS", BY ILLINOIS ENVIRONMENTAL SANITARY SEWER PROTECTION AGENCY. E. "ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS" BY ILLINOIS DEPARTMENT OF WATER MAIN 4 SOIL EROSION CONTROL NOTES & DETAILS TRANSPORTATION. GAS LINE F. "ILLINOIS ACCESSIBILITY CODE", (LATEST EDITION*). PROJECT 5 DEMOLITION PLAN SITE ELECTRIC LINE DATE: *LATEST REVISION IN EFFECT ON THE DATE OF THESE PLANS TELEPHONE LINE 6 GEOMETRIC PLAN 2. PRIOR TO BID, THE CONTRACTOR SHALL VERIFY CONFORMANCE BETWEEN PLANS AND THE ABOVE REFERENCED CODES. 08/29/25 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO BID. W PALATINE RD FIBER OPTIC 7 GRADING PLAN OVERHEAD WIRES 11/20/25 3. IN THE EVENT OF A CONFLICT BETWEEN THESE VARIOUS STANDARDS, MUNICIPAL STANDARDS SHALL APPLY. 8 STORM SEWER PLAN 4222 Meridian Parkway, Suite 112 FENCE LINE Engineering - Planning - Surveying - Environmental MeritCorp JOHNSON ST 4. ALL TRAFFIC CONTROL AND OTHER ADVISORY SIGNS NEEDED FOR CONSTRUCTION ARE TO BE FURNISHED BY THE SALT SILT FENCE 9 UTILITY PLAN CONTRACTOR IN ACCORDANCE WITH SECTION 701 OF THE STANDARD SPECIFICATIONS. CREEK GRADING CONTOUR 10 STANDARD CONSTRUCTION NOTES C 5. ALL WORK PERFORMED SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF OSHA. MANHOLE Aurora, IL 60504 L STORM CURB FRAME & GRATE 11 -12 STANDARD CONSTRUCTION DETAILS 6. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING JULIE 1-800-892-0123 AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. ALL UTILITIES MUST BE STAKED/LOCATED BY THE CONTRACTOR BEFORE CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. VICINITY MAP STORM MANHOLE L , (NOT TO SCALE) STORM CATCH BASIN P Office 630.554.6655 7. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE MUNICIPALITY PUBLIC WORKS DEPARTMENT 847-705-5200 A MINIMUM STORM FLARED U OF 48 HOURS BEFORE CONSTRUCTION ACTIVITIES. A 48-HOUR NOTICE MUST BE PROVIDED FOR INSPECTIONS AND TESTS. END SECTION MUNICIPAL STAFF MUST OPERATE ALL WATERMAIN VALVES AND HYDRANTS ONLY. O SANITARY MANHOLE 8. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL SURVEYING MONUMENTS UNTIL THE OWNER, THEIR AGENT OR A R VALVE VAULT Lic. No. 184-005860 Other Office Locations: LICENSED SURVEYOR HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATIONS. G FIRE HYDRANT 9. THE CONTRACTOR SHALL BE AWARE OF POTENTIAL CONFLICTS WITH EXISTING UTILITIES AS MAY BE INDICATED ON THE BUFFALO BOX PLANS. THESE AREAS SHALL BE EXCAVATED TO DETERMINE ELEVATIONS BEFORE BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. GAS VALVE www.meritcorp.com Gurnee, IL 10. SAWING OF REMOVAL ITEMS AS NOTED IN THE PLANS OR AS REQUIRED BY THE ENGINEER SHALL BE CONSIDERED ELECTRIC STRUCTURE INCIDENTAL TO THE CONTRACT OF THE ITEM BEING REMOVED AND NO EXTRA COMPENSATION WILL BE ALLOWED. TRANSFORMER 11. ALL ROAD SIGNS, STREET SIGNS AND TRAFFIC SIGNS WHICH NEED TO BE RELOCATED OR MOVED DUE TO CONSTRUCTION POWER POLE SHALL BE TAKEN DOWN AND STORED BY THE CONTRACTOR AT HIS OWN EXPENSE EXCEPT THOSE WHICH THE PERMIT AGENCY PEDESTAL SHALL REQUIRE TO BE TEMPORARILY RESET UNTIL COMPLETION OF CONSTRUCTION OPERATIONS. AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, RESET ALL SAID SIGNS AT THE LOCATIONS DESIGNATED BY THE TRAFFIC SIGNAL PERMIT AGENCY ENGINEER. MANHOLE DRAINAGE FLOW 12. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED. ANY STAKES ARROW DESTROYED BY THE CONTRACTOR PRIOR TO THEIR USE SHALL BE RESET BY THE OWNER'S ENGINEER AT A COST TO BE BORNE BY THE CONTRACTOR THAT DESTROYED THE STAKES. OVERFLOW ROUTE AIR CONDITIONER 13. CONTRACTOR SHALL USE CARE NEAR ANY AND ALL EXISTING ITEMS WHICH ARE NOT INDICATED TO BE REMOVED OR MODIFIED. ANY DAMAGE DONE TO THESE ITEMS BY CONTRACTORS OPERATIONS SHALL BE REPAIRED AND/OR RESTORED BY SINGLE POLE SIGN THE CONTRACTOR AT THE CONTRACTORS OWN EXPENSE. PALATINE SILVER TOWNHOMES DOUBLE POLE SIGN 14. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE OWNER, THE PERMIT AGENCY AND ITS OFFICERS, STREET LIGHT FINAL ENGINEERING PLANS EMPLOYEES, AND AGENTS, AND THE OWNER'S ENGINEERS, FROM AND AGAINST ALL LOSSES, CLAIMS, DEMANDS, PAYMENTS, SUITS, ACTIONS, RECOVERIES AND JUDGMENT OF EVERY NATURE AND DESCRIPTION BROUGHT OR RECOVERED AGAINST THEM, BOLLARD BY REASON OF ANY ACT OR OMISSION OF SAID CONTRACTOR, HIS AGENTS OR EMPLOYEES, IN THE EXECUTION OF THE WORK CLEAN OUT OR IN THE GUARDING OF IT. DOWN SPOUT 15. BURNING ON THE SITE IS NOT PERMITTED. TREE COVER SHEET 16. ALL IMPROVEMENTS SHOWN ON THE PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR . EROSION CONTROL BLANKET (SEE DETAIL SHEET) 222 W. PALATINE ROAD FINAL STABILIZATION (SEED) (SEE DETAIL SHEET) CONCRETE SIDEWALK NEW HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL SHEET) STANDARD DUTY ASPHALT PAVEMENT (SEE DETAIL SHEET) NOT FOR CONSTRUCTION PALATINE, IL 60067 DETECTABLE WARNINGS (SEE DETAIL SHEET) PROJECT TEAM NOTE BENCHMARKS ABBREVIATIONS MARK SILVER 1. DETAILS AND NOTES WITHIN THESE PLANS, ALONG WITH ELEVATIONS BASED ON TRIMBLE VIRTUAL REFERENCE NETWORK AGG. ALT AGGREGATE GRAVEL ALTERNATE F-F FES FACE TO FACE FLARED END SECTION R RCP RADIUS REINFORCED CONCRETE PIPE OWNER 1642 BELMORAL CIRCLE NOTATIONS TO SUPPLEMENT SAME ARE CRUCIAL TO THE DATA (NAVD 88) B.A.M. BIT. AGG. MIXTURE B-B BACK TO BACK F/F FL FINISHED FLOOR FLOW LINE R.O.W R.D. RIGHT OF WAY ROOF DRAIN INVERNESS, IL 60067 PROPER CONSTRUCTION OF THE DESIGN CONTAINED HEREIN. BB BUFFALO BOX FG FINISHED GRADE SAN SANITARY SITE BM #1: SOUTHEAST BOLT ON HYDRANT, AS NOTED ON SHEET 2. BC BIT. BACK OF CURB BITUMINOUS CONCRETE HDWL HH HEADWALL HAND HOLE STMH STM STORM MANHOLE STORM 2. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF ELEV=748.39 BM BENCHMARK H.W.L. HIGH WATER LEVEL STA. STATION B.O. BY OTHERS HYD HYDRANT SF SQUARE FEET WITH ALL CONDITIONS PRIOR TO ENGAGING IN A CONTRACT TO B/P BOTTOM OF PIPE INL INLET SY SQUARE YARD FREDERICK GILMORE, ARCHITECT PERFORM WORK AS PROPOSED HEREIN. SITE BM #2: CUT CROSS IN THE NORTH CORNER OF CONCRETE B/W BOTTOM OF WALL INV INVERT TBR TO BE REMOVED ARCHITECT 3489 GALLANT FOX DR SURROUNDING THE TRAFFIC MANHOLE LOCATED AT THE NORTHWEST CB CATV CATCH BASIN CABLE TELEVISION I.P. MAX IRON PIPE MAXIMUM T/C T/F TOP OF CURB TOP OF FOUNDATION PROJECT NO. M24163 ELGIN, IL 60124 3. PLANS ARE NOT VALID WITHOUT ORIGINAL SIGNATURE AND CORNER OF W. PALATINE ROAD AND N. SMITH STREET CE COMM. ED. M.E. MATCH EXISTING T/P TOP OF PIPE CL CENTER LINE MH MANHOLE T/W TOP OF WALL Ph. (847) 421.8676 SEAL OF THE ENGINEER. (APPROXIMATELY 150'± EAST OF THE SUBJECT SITE, NOT SHOWN CMP CORRUGATED METAL PIPE MIN MINIMUM TRANS TRANSFORMER CS CENTER OF STRIPE N.W.L. NORMAL WATER LEVEL VV VALVE VAULT HEREON). C.O. CLEAN OUT PED PEDESTAL W.M. WATER MAIN DRAWN BY: CLS CONC. CONCRETE PC POINT OF CURVE ELEV=744.41 DIA. DIAMETER PCC POINT OF COMPOUND CURVE CIVIL ENGINEER MeritCorp Group, LLC D.I.W.M. DUCTILE IRON WATER MAIN D.S. DOWN SPOUT PI PRC POINT OF INTERSECTION POINT OF REVERSE CURVE 4222 MERIDIAN PARKWAY STE 112 E/P EDGE OF PAVEMENT PT POINT OF TANGENCY CHECKED BY: CLS E-E EDGE TO EDGE PVC POINT OF VERTICAL CURVE AURORA, IL 60504 ELEV. ELEVATION PVI POINT OF VERTICAL INTERSECTION Ph. (630) 554.6655 ES EW EDGE OF STRIPE EDGE OF WALK PVT PL POINT OF VERTICAL TANGENCY PROPERTY LINE EX. EXISTING PP PVC POWER POLE POLYVINYL CHLORIDE PIPE SHEET NO. 1 /12 Page 21 of 54  COPYRIGHT C 2025 MeritCorp G R O U P , L L C NORTH N89°56'51"E 165.00' 1" = 10' GRAPHIC SCALE DESCRIPTION: ’ ISSUED FOR REVIEW REVISED PER VILLAGE COMMENTS DATE: 08/29/25 11/20/25 S0°00'09"W 131.93' (132.00') 4222 Meridian Parkway, Suite 112 Engineering - Planning - Surveying - Environmental MeritCorp N0°00'09"E 131.97' (132') C Aurora, IL 60504 L L , P Office 630.554.6655 U O R Lic. No. 184-005860 Other Office Locations: G www.meritcorp.com Gurnee, IL SITE BENCHMARKS PALATINE SILVER TOWNHOMES NOTE: ELEVATIONS BASED ON TRIMBLE VIRTUAL REFERENCE NETWORK DATA (NAVD 88) FINAL ENGINEERING PLANS SITE BM #1: SOUTHEAST BOLT ON HYDRANT, AS NOTED HEREON. ELEV=748.39. EXISTING CONDITION PLAN SITE BM #2: CUT CROSS IN THE NORTH CORNER OF CONCRETE SURROUNDING THE TRAFFIC MANHOLE LOCATED AT THE NORTHWEST CORNER OF W. PALATINE ROAD AND N. SMITH STREET (APPROXIMATELY 150'± EAST OF THE SUBJECT SITE, NOT SHOWN HEREON). ELEV=744.41. S89°56'02"W 165.00' 222 W. PALATINE ROAD NOTES 1. FIELD WORK COMPLETED ON DECEMBER 3RD, 2023. 2. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. 3. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR TOPOGRAPHIC SURVEYS. 4. SEE CURRENT PLAT OF SURVEY FOR ADDITIONAL INFORMATION. W. PALATINE ROAD 5. SURFACE INDICATIONS OF UTILITIES HAVE BEEN SHOWN WHERE OBSERVED, INCLUDING OVERHEAD WIRES AND UTILITY POLES (IF ANY) - HOWEVER THEIR FUNCTION AND PALATINE, IL 60067 DIMENSIONS HAVE NOT BEEN SHOWN. PUBLIC AND/OR PRIVATE RECORDS HAVE NOT BEEN SEARCHED TO PROVIDED ADDITIONAL INFORMATION EXCEPT WHERE OTHERWISE NOTED HEREON. 6. OTHER THAN VISIBLE OBSERVATIONS NOTED HEREON, THIS SURVEY MAKES NO STATEMENT REGARDING THE ACTUAL PRESENCE OR ABSENCE OF ANY SERVICE OR UTILITY LINE. CONTROLLED UNDERGROUND EXPLORATORY EFFORT TOGETHER WITH "JULIE" OR "DIGGER" MARKINGS IS RECOMMENDED TO DETERMINE THE FULL EXTENT OF UNDERGROUND SERVICE AND UTILITY LINES. "JULIE" WILL NOT MARK UTILITIES FOR LAND SURVEYORS FOR THE PURPOSE OF TOPOGRAPHIC SURVEYS IN ILLINOIS. 7. SURVEY COMPLETED FOR: MARK SILVER NOT FOR CONSTRUCTION 1461 BALMORAL CIRCLE INVERNESS, IL 60067 8. ONLY TREES OVER 6" SHOWN HEREON. 9. COMMUNICATION LINES WERE MARKED IN ORANGE PAINT OR FLAGS WITHOUT INDICATION PROJECT NO. M24163 OF TELEPHONE, CABLE, OR FIBER OPTIC. UNDERGROUND COMMUNICATION LINES ARE TO BE VERIFIED AND MAY DIFFER FROM HEREON. DRAWN BY: CLS 10. ELEVATIONS SHOWN AT CURB LINES ARE TOP BACK OF CURB UNLESS OTHERWISE NOTED HEREON. 11. BASIS OF BEARING: ILLINOIS STATE PLANE COORDINATE SYSTEM - EAST ZONE (NAD83). CHECKED BY: CLS SHEET NO. 2 /12 Page 22 of 54  COPYRIGHT C 2025 MeritCorp G R O U P , L L C NORTH N89°56'51"E 165.00' 1" = 10' GRAPHIC SCALE DESCRIPTION: ’ LEGEND ISSUED FOR REVIEW SILT FENCE TREE PROTECTION STRAW WATTLE APPROXIMATE LIMITS OF DISTURBANCE REVISED PER VILLAGE COMMENTS CONSTRUCTION ENTRANCE MIN. 6" TOPSOIL W/ EROSION CONTROL BLANKET W/ IDOT CLASS 1 SEED (NA GREEN S75 BLANKET) FINAL STABILIZATION MIN. 6" TOPSOIL W/ IDOT CLASS 1 SEED, DATE: STRAW MULCH & FERTILIZER NATURALIZED PLANTINGS - MIN. 12" TOPSOIL 08/29/25 REFER TO LANDSCAPE PLAN (IF AVAILABLE) FOR DETAILS 11/20/25 S0°00'09"W 131.93' (132.00') 4222 Meridian Parkway, Suite 112 Engineering - Planning - Surveying - Environmental MeritCorp CHECK DAM N0°00'09"E 131.97' (132') INLET PROTECTION C Aurora, IL 60504 L L END SECTION RIP RAP , P Office 630.554.6655 U NOTES O 1. ALL STABILIZATION IS THE MINIMUM STABILIZATION REQUIRED. IF AVAILABLE, CONTRACTOR R SHALL REFER TO THE LANDSCAPE PLAN BY OTHERS FOR ALL PLANTING REQUIREMENTS. Lic. No. 184-005860 Other Office Locations: G www.meritcorp.com Gurnee, IL PALATINE SILVER TOWNHOMES SOIL EROSION CONTROL PLAN FINAL ENGINEERING PLANS S89°56'02"W 165.00' 222 W. PALATINE ROAD W. PALATINE ROAD PALATINE, IL 60067 NOT FOR CONSTRUCTION PROJECT NO. M24163 DRAWN BY: CLS CHECKED BY: CLS SHEET NO. 3 /12 Page 23 of 54  COPYRIGHT C 2025 CONSTRUCTION SEQUENCE EARTHWORK / EROSION & SEDIMENTATION CONTROL 1. ALL CONSTRUCTION ACTIVITIES THAT INVOLVES EARTHWORK SHALL MEET THE NATIONAL POLLUTANT DISCHARGE MeritCorp G R O U P , L L C ELIMINATION SYSTEM AND ILR10 GENERAL PERMIT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STORMWATER POLLUTION PREVENTION PLAN (SWPPP) INSPECTION AND MAINTENANCE FOR THE ENTIRE DURATION OF THE PROJECT. CONTRACTOR SHALL BE REQUIRED TO SUBMIT ALL REQUIRED DOCUMENTATION TO THE IEPA ONLINE PORTAL AS NEEDED: A) SUBMITTAL OF A NOTICE OF INTENT (NOI) TO IEPA, FEES, STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND "SILTSACK" OR APPROVED EQUIVALENT A GRAPHIC EROSION AND SEDIMENT CONTROL (ESC) PLAN. A LETTER OF COVERAGE SHALL BE RECEIVED A MINIMUM BY ENGINEER) SEDIMENT BASKET W. 30 DAYS PRIOR TO THE START OF CONSTRUCTION. OVERFLOW (TYP.) B) POSSESSION OF A COMPLETED AND SIGNED SWPPP AND A GRAPHIC EROSION AND SEDIMENT CONTROL (ESC) PLAN. C) IMPLEMENTATION OF THE SWPPP. D) SUBMITTAL OF AN INCIDENCE OF NONCOMPLIANCE (ION) IF AN EVENT OCCURS. E) WEEKLY REPORTS AFTER ½" RAINFALL OR 5" SNOWFALL. F) DOCUMENTATION OF CHANGES TO ESC PLAN G) SUBMITTAL OF A NOTICE OF TERMINATION (NOT) WHEN FINAL STABILIZATION IS ACHIEVED. DESCRIPTION: 2. ANY WETLAND MITIGATION SHALL BEGIN PRIOR TO ANY GRADING WORK AND SHALL BE IN ACCORDANCE WITH THE APPROVED MITIGATION PERMIT PLAN AND REQUIREMENTS. 3. IN ORDER TO PROTECT AND ENSURE AGAINST FLOODING, ALL TOP OF FOUNDATIONS SHALL BE SET A MINIMUM OF ONE (1) FOOT ABOVE THE HIGH WATER LEVEL OF ADJACENT STORMWATER MANAGEMENT FACILITIES SUCH AS RETENTION/DETENTION PONDS. 4. THE CONTRACTOR SHALL MAINTAIN EXISTING POSITIVE DRAINAGE FROM OFF-SITE AT ALL TIMES DURING CONSTRUCTION. ISSUED FOR REVIEW 5. WITHIN THE LIMITS OF PROPOSED GRADING THE SOIL SHALL BE COMPACTED TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MODIFIED PROCTOR DRY DENSITY IN ACCORDANCE WITH ASTM D 1557-78: UNDER STRUCTURES. BUILDING SLABS, STEPS AND PAVEMENTS. COMPACT 6 INCH MAXIMUM LIFTS OF SUBGRADE. BACKFILL OR FILL MATERIAL AT 95% MODIFIED PROCTOR DRY DENSITY. UNDER WALKWAYS. COMPACT 6 INCH MAXIMUM LIFTS OF DRY SUBGRADE, BACKFILL, OR FILL MATERIAL AT 95% MODIFIED PROCTOR DRY DENSITY. UNDER LAWN OR UNPAVED AREAS. COMPACT 6 INCH MAXIMUM LIFTS OF SUBGRADE, BACKFILL, OR FILL MATERIAL AT NOTES: REVISED PER VILLAGE COMMENTS 85% MODIFIED PROCTOR DRY DENSITY. 1. FILTER BAG SHALL BE MAINTAINED UNTIL THE AREA TRIBUTARY TO THE STRUCTURE HAS STABILIZED 6. STRIPPING OF VEGETATION, GRADING OR OTHER SOIL DISTURBANCE, ESPECIALLY IN DESIGNATED WETLAND GROUND COVER, AS DETERMINED BY ENGINEER. AREAS, SHALL BE DONE IN A MANNER WHICH WILL MINIMIZE SOIL EROSION, AND SHALL BE IN ACCORDANCE WITH THE APPROVED DRAWINGS, MITIGATION AND PERMIT REQUIREMENTS. OPTIMAL SEEDING DATES 7. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO MINIMIZE EARTHWORK IN AREAS WHERE TREES ARE TO BE SAVED AS SHOWN ON THE PLANS OR DETERMINED IN THE FIELD. 8. THE EXTENT OF THE AREA WHICH IS EXPOSED AND FREE OF VEGETATION AND THE DURATION OF ITS EXPOSURE DATE: SHALL BE KEPT WITHIN PRACTICAL LIMITS AS DIRECTED BY THE CITY. INLET PROTECTION 9. SEDIMENTATION SHALL BE RETAINED ON SITE. SEDIMENT FENCE SHALL BE INSTALLED ALONG THE PERIMETER OF 08/29/25 ALL REGRADED AREAS OR AS REQUIRED TO PREVENT SEDIMENT FROM ENTERING AND/OR LEAVING THE SITE. 10. DUST PRODUCED FROM THE SITE SHALL BE KEPT TO A MINIMUM DURING DRY PERIODS BY SPRAYING WATER AS REQUIRED TO THE CITY'S SATISFACTION AND IS TO BE CONSIDERED INCIDENTAL. MC - SE10 11/20/25 4222 Meridian Parkway, Suite 112 Engineering - Planning - Surveying - Environmental MeritCorp REVISED: 7/2022 11. ALL MUD SHALL BE REMOVED FROM ALL TIRES BEFORE LEAVING THE SITE AND THE ROADS SHALL BE KEPT CLEAN AND CLEAR OF MUD AND DEBRIS AT ALL TIMES. 12. CULVERTS AND DRAINAGE DITCHES SHALL BE KEPT CLEAN AND CLEAR OF OBSTRUCTIONS DURING THE CONSTRUCTION PERIOD. C Aurora, IL 60504 L 13. SILT FENCES SHALL BE INSPECTED FREQUENTLY AND MAINTAINED OR REPLACED AS REQUIRED TO MAINTAIN BOTH THEIR EFFECTIVENESS AND INTEGRITY. L 14. WATER COURSES AND DRAINAGE SWALES ADJACENT TO CONSTRUCTION ACTIVITIES SHALL BE MONITORED AS , NECESSARY, FOR EVIDENCE OF SILT INTRUSION AND OTHER ADVERSE ENVIRONMENTAL IMPACTS. ANY PROBLEMS OR DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY UPON THEIR DISCOVERY. P Office 630.554.6655 15. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL ITEMS PRIOR TO COMMENCEMENT OF ANY WORK. U 16. THE CONTRACTOR SHALL INSTALL TEMPORARY ORANGE FENCE AROUND ALL TREES TO REMAIN AND WETLAND O AREAS TO BE MITIGATED. R 17. ALL EROSION CONTROL MEASURES MUST BE INSPECTED EVERY 7 CALENDAR DAYS AND AFTER EACH 1/2" RAIN Lic. No. 184-005860 Other Office Locations: EVENT. G INSPECTION SCHEDULE 18. ALL DROP INLETS ON AND ADJACENT TO THE SITE MUST HAVE A SEDIMENT TRAPPING OR CONTAINMENT DEVICE INSTALLED DURING CONSTRUCTION ACTIVITIES. FILTER FABRIC ON ITS OWN IS NOT AN APPROVED METHOD. A 1. DIVERSION AND STRUCTURAL MEASURES - WILL BE INSPECTED WEEKLY OR AFTER EVERY MANUFACTURE'S SPECIFICATION SHOULD BE USED FOR PREFABRICATED DROP INLET PROTECTION AND SHOULD BE RAINSTORM PRODUCING RUNOFF. AS RESTRICTIVE AS THE ILLINOIS URBAN MANUAL STANDARD 861 FOR INLET PROTECTION. www.meritcorp.com Gurnee, IL 2. SEDIMENT BASINS AND PONDS - WILL BE CHECKED AFTER EACH MAJOR PHASE OF THE 19. STOCKPILES OF SOIL AND OTHER BUILDING MATERIALS TO REMAIN IN PLACE MORE THAN THREE (3) DAYS SHALL BE DEVELOPMENT FOR SEDIMENT ACCUMULATION. FURNISHED WITH EROSION AND SEDIMENT CONTROL MEASURES (I.E. PERIMETER SILT FENCE). STOCKPILES, NOT BEING ACTIVELY WORKED AND TO REMAIN IN PLACE FOR 14 DAYS OR MORE SHALL RECEIVE TEMPORARY SEEDING. 3. VEGETATIVE PLANTINGS - SPRING PLANTINGS WILL BE CHECKED DURING SUMMER OR EARLY FALL. 20. THE SITE SHOULD BE PHASED IN A WAY THAT REDUCES THE AMOUNT OF STRIPPED, UNSTABILIZED AREAS WITHIN THE SITE AT ANY ONE TIME. MASS GRADING THE ENTIRE SITE SHOULD BE AVOIDED AS TO PREVENT EROSION ONSITE 4. REPAIRS - ANY EROSION CONTROL MEASURES, STRUCTURAL MEASURES OR OTHER AND SEDIMENTATION ISSUES DOWNSTREAM. RELATED ITEMS IN NEED OF REPAIR WILL BE MADE WITHIN 24 HOURS. 21. THE CONDITION OF THE CONSTRUCTION SITE FOR WINTER SHUTDOWN SHALL BE ADDRESSED EARLY IN THE FALL 5. MOWING - DRAINAGE WAYS, DITCHES, AND OTHER AREAS THAT SUPPORT A DESIGNATED GROWING SEASON SO THAT SLOPES AND OTHER BARE EARTH AREAS MAY BE STABILIZED WITH TEMPORARY AND/OR FLOW OF WATER WILL BE MOWED REGULARLY TO MAINTAIN THAT FLOW. PERMANENT VEGETATIVE COVER FOR PROPER EROSION AND SEDIMENT CONTROL. ALL OPEN AREAS THAT ARE TO REMAIN IDLE THROUGHOUT THE WINTER SHALL RECEIVE TEMPORARY EROSION CONTROL MEASURES INCLUDING 6. FERTILIZATION - SEEDED AREAS WHERE THE SEED HAS NOT PRODUCED A GOOD COVER TEMPORARY SEEDING, MULCHING AND/OR EROSION CONTROL BLANKET PRIOR TO THE END OF THE FALL GROWING SEASON. THE AREAS TO BE WORKED BEYOND THE END OF THE GROWING SEASON MUST INCORPORATE SOIL SOIL EROSION CONTROL NOTES & DETAILS WILL BE INSPECTED AND FERTILIZED IF NECESSARY. STABILIZATION MEASURES THAT DO NOT RELY ON VEGETATIVE COVER SUCH AS EROSION CONTROL BLANKET AND HEAVY MULCHING. PALATINE SILVER TOWNHOMES FINAL ENGINEERING PLANS CONTRACTOR CERTIFICATION STATEMENT 222 W. PALATINE ROAD I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT (ILR 10) THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. Dated this ___________ day of ______________, AD 20___ BY: __________________________ Title: _________________________ Company: ______________________ PALATINE, IL 60067 Address: _______________________ ______________________ Phone: _______________________ NOT FOR CONSTRUCTION OWNER CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE PROJECT NO. M24163 SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. DRAWN BY: CLS OWNER DATE CHECKED BY: CLS SHEET NO. 4 /12 Page 24 of 54  N0°00'09"E 131.97' ’ (132') S89°56'02"W 165.00' N89°56'51"E 165.00' W. PALATINE ROAD S0°00'09"W 131.93' (132.00') NOTES LEGEND DISCONNECTIONS FROM THE EXISTING BUILDING. REMOVE TREE REMOVE ITEM 1" = 10' SAWCUT BACK OF CURB REMOVE BRICK PAVEMENT REMOVE CONC. PAVEMENT NORTH REMOVE ASPHALT PAVEMENT GRAPHIC SCALE FULL DEPTH SAWCUT PAVEMENT 1. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS FOR UTILITY AND METER DATE: DESCRIPTION: PALATINE SILVER TOWNHOMES 08/29/25 ISSUED FOR REVIEW 222 W. PALATINE ROAD 11/20/25 REVISED PER VILLAGE COMMENTS G G R O U P , L L C R PALATINE, IL 60067 Engineering - Planning - Surveying - Environmental MeritCorp O SHEET NO. DRAWN BY: U CHECKED BY: 4222 Meridian Parkway, Suite 112 P , FINAL ENGINEERING PLANS Aurora, IL 60504 L L Office 630.554.6655 C Lic. No. 184-005860 Other Office Locations: COPYRIGHT C 2025 MeritCorp 5 /12 CLS DEMOLITION PLAN CLS PROJECT NO. M24163 www.meritcorp.com Gurnee, IL NOT FOR CONSTRUCTION Page 25 of 54  COPYRIGHT C 2025 MeritCorp G R O U P , L L C NORTH N89°56'51"E 165.00' 1" = 10' GRAPHIC SCALE DESCRIPTION: LEGEND ISSUED FOR REVIEW DEPRESSED CURB AND GUTTER (SEE DETAIL SHEET) REVERSE PITCH CURB AND GUTTER HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL SHEET) STANDARD DUTY ASPHALT PAVEMENT REVISED PER VILLAGE COMMENTS (SEE DETAIL SHEET) CONCRETE PAVEMENT (SEE DETAIL SHEET) PROPERTY LINE EDGE OF STRIPE DATE: CENTER OF STRIPE 08/29/25 BUILDING 11/20/25 S0°00'09"W 131.93' BACK OF CURB 4222 Meridian Parkway, Suite 112 Engineering - Planning - Surveying - Environmental MeritCorp EDGE OF CONCRETE N0°00'09"E 131.97' RADIUS C Aurora, IL 60504 L L , P Office 630.554.6655 U O R Lic. No. 184-005860 Other Office Locations: G www.meritcorp.com Gurnee, IL PALATINE SILVER TOWNHOMES FINAL ENGINEERING PLANS GEOMETRIC PLAN S89°56'02"W 165.00' 222 W. PALATINE ROAD W. PALATINE ROAD PALATINE, IL 60067 NOT FOR CONSTRUCTION PROJECT NO. M24163 DRAWN BY: CLS CHECKED BY: CLS SHEET NO. 6 /12 Page 26 of 54  COPYRIGHT C 2025 MeritCorp G R O U P , L L C NORTH N89°56'51"E 165.00' 1" = 10' GRAPHIC SCALE DESCRIPTION: ’ LEGEND ISSUED FOR REVIEW DEPRESSED CURB AND GUTTER (SEE DETAIL SHEET) REVERSE PITCH CURB AND GUTTER GRADING CONTOUR EMERGENCY OVERLAND FLOOD ROUTE DRAINAGE FLOW ARROW REVISED PER VILLAGE COMMENTS T/F TOP OF FOUNDATION G/F GARAGE FLOOR EP EDGE OF PAVEMENT TC TOP OF CURB TDC TOP OF DEPRESSED CURB DATE: M.E. MATCH EXISTING 08/29/25 T/W TOP OF WALL B/W BOTTOM OF WALL 11/20/25 S0°00'09"W 131.93' (132.00') 4222 Meridian Parkway, Suite 112 HWL HIGH WATER LEVEL Engineering - Planning - Surveying - Environmental MeritCorp NWL NORMAL WATER LEVEL N0°00'09"E 131.97' (132') C Aurora, IL 60504 L L , P Office 630.554.6655 U O R Lic. No. 184-005860 Other Office Locations: G www.meritcorp.com Gurnee, IL SITE BENCHMARKS NOTE: ELEVATIONS BASED ON TRIMBLE VIRTUAL REFERENCE NETWORK DATA (NAVD 88) PALATINE SILVER TOWNHOMES SITE BM #1: SOUTHEAST BOLT ON HYDRANT, AS NOTED HEREON. ELEV=748.39 FINAL ENGINEERING PLANS SITE BM #2: CUT CROSS IN THE NORTH CORNER OF CONCRETE SURROUNDING THE TRAFFIC MANHOLE LOCATED AT THE NORTHWEST CORNER OF W. PALATINE ROAD AND N. SMITH STREET (APPROXIMATELY 150'± EAST OF THE SUBJECT SITE, NOT SHOWN HEREON). ELEV=744.41 S89°56'02"W 165.00' GRADING PLAN 222 W. PALATINE ROAD W. PALATINE ROAD NOT FOR CONSTRUCTION PALATINE, IL 60067 PROJECT NO. M24163 DRAWN BY: CLS CHECKED BY: CLS SHEET NO. 7 /12 Page 27 of 54  N0°00'09"E 131.97' ’ (132') S89°56'02"W 165.00' N89°56'51"E 165.00' W. PALATINE ROAD S0°00'09"W 131.93' (132.00') LEGEND STORM FLARED STORM SEWER END SECTION STORM MANHOLE 1" = 10' STORM CATCH BASIN NORTH STORM CURB FRAME & GRATE GRAPHIC SCALE DATE: DESCRIPTION: PALATINE SILVER TOWNHOMES 08/29/25 ISSUED FOR REVIEW 222 W. PALATINE ROAD 11/20/25 REVISED PER VILLAGE COMMENTS G G R O U P , L L C R PALATINE, IL 60067 Engineering - Planning - Surveying - Environmental MeritCorp O SHEET NO. DRAWN BY: U CHECKED BY: 4222 Meridian Parkway, Suite 112 P , FINAL ENGINEERING PLANS Aurora, IL 60504 L L Office 630.554.6655 C Lic. No. 184-005860 Other Office Locations: COPYRIGHT C 2025 MeritCorp 8 /12 CLS STORM SEWER PLAN CLS PROJECT NO. M24163 www.meritcorp.com Gurnee, IL NOT FOR CONSTRUCTION Page 28 of 54  N0°00'09"E 131.97' ’ (132') S89°56'02"W 165.00' N89°56'51"E 165.00' W. PALATINE ROAD S0°00'09"W 131.93' (132.00') LEGEND GAS LINE CLEAN OUT GAS VALVE WATER LINE BUFFALO BOX FIRE HYDRANT VALVE VAULT ELECTRIC LINE SANITARY LINE TELEPHONE LINE 1" = 10' SANITARY MANHOLE NORTH GRAPHIC SCALE DATE: DESCRIPTION: PALATINE SILVER TOWNHOMES 08/29/25 ISSUED FOR REVIEW 222 W. PALATINE ROAD 11/20/25 REVISED PER VILLAGE COMMENTS G G R O U P , L L C R PALATINE, IL 60067 Engineering - Planning - Surveying - Environmental MeritCorp O SHEET NO. DRAWN BY: U CHECKED BY: 4222 Meridian Parkway, Suite 112 P , FINAL ENGINEERING PLANS Aurora, IL 60504 L L Office 630.554.6655 C Lic. No. 184-005860 Other Office Locations: COPYRIGHT C 2025 MeritCorp 9 /12 CLS CLS PROJECT NO. M24163 UTILITY PLAN www.meritcorp.com Gurnee, IL NOT FOR CONSTRUCTION Page 29 of 54 GENERAL SITE IMPROVEMENTS EARTHWORK STORMWATER DISTRIBUTION SYSTEM MWRD NOTES: COPYRIGHT C 2025 1. COPIES OF THE REFERENCED STANDARD SPECIFICATIONS, CONSTRUCTION PLANS AND DETAILS ARE ALL TO BE CONSIDERED AS PART OF THE CONTRACT. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED BUT ARE CONSIDERED A PART OF THIS CONTRACT. 2. THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL 1. ALL SITE WORK, GRADING AND EMBANKMENT CONSTRUCTION WITHIN THE LIMITS OF THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE “STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS” (STANDARD SPECIFICATIONS), THE MOST RECENT EDITION. 1. ALL STORM DRAIN CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE “STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS” (STANDARD SPECIFICATIONS), LATEST EDITION AND TO THE REQUIREMENTS OF I.E.P.A., O.S.H.A. AND THE MUNICIPALITY. A. REFERENCED SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FOLLOWING, EXCEPT AS MODIFIED HEREIN OR ON THE PLANS: * STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT SS) FOR ALL IMPROVEMENTS EXCEPT SANITARY SEWER AND WATER MAIN CONSTRUCTION; MeritCorp G R O U P , L L C 2. EARTH EXCAVATION SHALL INCLUDE CLEARING, STRIPPING AND STOCKPILING TOPSOIL, REMOVING UNSUITABLE MATERIALS, 2. STORM SEWER WITH LESS THAN 3' OF COVER SHALL BE CLASS V RCP CONFORMING TO ASTM C-76. STORM SEWER WITH * STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION (SSWS) FOR REQUIREMENTS (IF ANY) APPLY TO THE WORK SPECIFIED IN THE PLANS. THE CONSTRUCTION OF EMBANKMENTS, NON-STRUCTURAL FILLS, FINAL SHAPING AND TRIMMING TO THE LINES, GRADES AND MORE THAN 3' OF COVER SHALL BE CLASS III RCP CONFORMING TO ASTM C-76. “O” RING JOINTS CONFORMING TO ASTM C443 SANITARY SEWER AND WATER MAIN CONSTRUCTION; CROSS-SECTIONS SHOWN ON THE PLANS. THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE PROVISIONS SHALL BE USED FOR ALL R.C.P. STORM SEWER PIPE. STORM SEWER DENOTED AS DUCTILE IRON PIPE (DIP) SHALL CONFORM TO * VILLAGE OF PALATINE MUNICIPAL CODE; 3. EASEMENTS FOR EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLIC RIGHTS-OF-WAY ARE SHOWN OF SECTION 200 OF THE STANDARD SPECIFICATIONS. ALL UNSUITABLE OR EXCESS MATERIAL SHALL BE DISPOSED OF BY THE ANSI A21.51 WITH JOINTS CONFORMING TO ANSI 21.11. * THE METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRD) WATERSHED MANAGEMENT ORDINANCE ON THE PLANS ACCORDING TO INFORMATION AVAILABLE IN THE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND TECHNICAL GUIDANCE MANUAL; CONTRACTOR. * IN CASE OF CONFLICT BETWEEN THE APPLICABLE ORDINANCES NOTED, THE MORE STRINGENT SHALL TAKE PRECEDENCE DETERMINING THE EXACT LOCATION OF THESE UTILITY LINES IN THE FIELD AND FOR THEIR PROTECTION FROM DAMAGE DUE AND SHALL CONTROL ALL CONSTRUCTION. 3. ALL STORM DRAINS WHICH FALL WITHIN PAVED AREAS SHALL BE BACKFILLED WITH GRANULAR TRENCH BACKFILL TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH CONFLICT IN 3. TOPSOIL EXCAVATED SHALL BE STOCKPILED ON THE SITE OR IN AREAS DESIGNATED BY THE OWNER UNTIL SUCH TIME THAT ACCORDING TO THE STANDARD SPECIFICATIONS AND THE DETAILS HEREIN. LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DEVELOPER'S REPRESENTATIVE SO THIS TOPSOIL CAN BE USED FOR FINAL GRADING. THE CONFLICT MAY BE RESOLVED. THE CONTRACTOR SHALL CALL 811 OR J.U.L.I.E. (800-892-0123) PRIOR TO CONSTRUCTION. 4. ALL STORM PIPE, JOINTS AND FITTINGS SHALL BE INSTALLED AND BACKFILLED PER THE CORRESPONDING MANUFACTURER B. NOTIFICATIONS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PRIVATE AND PUBLIC UTILITIES EVEN THOUGH 4. THE CONTRACTOR IS REFERRED TO SOILS INVESTIGATION REPORT FOR THE SITE AND ALL ADDENDA THERETO, SHOWING SPECIFICATIONS. SHOULD THERE BE ANY DISCREPANCIES BETWEEN MANUFACTURERS SPECIFICATIONS AND FEDERAL, STATE, 1. THE MWRD LOCAL SEWER SYSTEMS SECTION FIELD OFFICE MUST BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE THEY MAY NOT BE SHOWN IN THE PLANS. ANY UTILITY THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR THE RESULTS OF SUBSURFACE INVESTIGATION MADE ON THIS SITE. COPIES OF SAID SOILS REPORTS ARE ON FILE WITH THE OR LOCAL CODES, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BIDDING AND ORDERING THE MATERIAL. COMMENCEMENT OF ANY WORK (CALL 708-588-4055). REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE, TO THE SATISFACTION OF THE UTILITY OWNER. OWNER AND ARE AVAILABLE FOR INSPECTION. THE RECOMMENDATIONS OF SOIL INVESTIGATIONS AS STATED IN SAID REPORT ARE HEREBY INCORPORATED INTO THESE CONSTRUCTION NOTES BY REFERENCE AND SHALL BE FOLLOWED BY THE 5. ALL NOTES AND CONDITIONS SHOWN ON THE PLANS SHALL APPLY. 2. THE VILLAGE OF PALATINE BUILDING DEPARTMENT AND PUBLIC WORKS MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE START CONTRACTORS. THE GRADING OPERATIONS ARE TO BE CLOSELY SUPERVISED AND INSPECTED, PARTICULARLY DURING THE OF CONSTRUCTION AND PRIOR TO EACH PHASE OF WORK. CONTRACTOR SHALL DETERMINE ITEMS REQUIRING INSPECTION PRIOR 5. RELOCATING UTILITIES SHALL BE THE RESPONSIBILITY OF THE UTILITY OWNERS EXCEPT WHEN NOTED IN THE PLANS. THE DESCRIPTION: REMOVAL OF UNSUITABLE MATERIAL AND THE CONSTRUCTION OF EMBANKMENTS, BY THE SOILS ENGINEER OR HIS TO START OF CONSTRUCTION OR EACH WORK PHASE. CONTRACTOR SHALL COORDINATE WITH THESE OWNERS WHEN MOVING IS NECESSARY. REPRESENTATIVE. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION FOR THE EXACT LOCATIONS OF 6. EXPENSE IN CONNECTING PROPOSED UTILITIES TO EXISTING UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT. WATER DISTRIBUTION SYSTEM UTILITIES AND FOR THEIR PROTECTION DURING CONSTRUCTION. IF EXISTING UTILITIES ARE ENCOUNTERED THAT CONFLICT IN 5. THE GRADING AND CONSTRUCTION OF THE IMPROVEMENTS SHALL NOT CAUSE PONDING OF STORM WATER. ALL AREAS LOCATION WITH NEW CONSTRUCTION, IMMEDIATELY NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED. 7. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY OWNERS. THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS ADJACENT TO THESE IMPROVEMENTS SHALL BE GRADED TO ALLOW POSITIVE DRAINAGE. 1. ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR WATER AND CALL J.U.L.I.E. AT 1-800-892-0123. PRIOR TO CONSTRUCTION. SEWER MAIN CONSTRUCTION IN ILLINOIS" (STANDARD SPECIFICATIONS), LATEST EDITION, AND THE REQUIREMENTS OF THE I.E.P.A., O.S.H.A. AND THE MUNICIPALITY. 8. ALL UTILITY WORK WHERE THE INNER EDGE OF THE TRENCH IS WITHIN 2 FEET OF ANY EDGE OF PAVEMENT, CURB, GUTTER, 6. ALL TESTING, INSPECTION AND SUPERVISION OF SOILS QUALITY, UNSUITABLE REMOVAL AND ITS REPLACEMENT AND OTHER C. GENERAL NOTES SOILS RELATED OPERATIONS SHALL BE ENTIRELY THE RESPONSIBILITY OF THE SOILS ENGINEER AND THE OWNER. CURB AND GUTTER, STABILIZED SHOULDER OR SIDEWALK SHALL RECEIVE TRENCH BACKFILL. TRENCH BACKFILL SHALL BE 2. ALL WATER MAIN SHALL BE DUCTILE IRON CLASS 52, (UNLESS OTHERWISE SPECIFIED ON THE PLANS) WITH MECHANICAL 1. ALL ELEVATIONS SHOWN ON PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). INSTALLED PER LOCAL MUNICIPAL REQUIREMENTS OR AT A MINIMUM FOLLOW IDOT STANDARD SPECIFICATIONS FOR ROAD AND JOINTS. ALL WATER SERVICES LEADS SHALL BE TYPE "K" COPPER UNLESS OTHERWISE SPECIFIED ON THE PLANS. ISSUED FOR REVIEW BRIDGE CONSTRUCTION SECTION 208 FOR TRENCH BACKFILL. 7. THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISH GRADE. A MINIMUM OF SIX (6) INCHES OF TOPSOIL 2. MWRD, THE MUNICIPALITY AND THE OWNER OR OWNER’S REPRESENTATIVE SHALL HAVE THE AUTHORITY TO INSPECT, APPROVE IS TO BE PLACED IN OPEN AREAS BEFORE FINISH GRADE ELEVATIONS ARE ACHIEVED. AND REJECT THE CONSTRUCTION IMPROVEMENTS. 3. ALL TEES, BENDS, VALVES, AND FIRE HYDRANTS SHALL BE ADEQUATELY SUPPORTED WITH A CONCRETE BASE, AND 9. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM 8. THE CONTRACTOR WILL USE CARE WHEN GRADING NEAR TREES, SHRUBS AND BUSHES WHICH ARE NOT TO BE REMOVED SO SUPPORTED LATERALLY WITH POURED IN PLACE THRUST BLOCKING AGAINST UNDISTURBED EARTH. 3. THE CONTRACTOR(S) SHALL INDEMNIFY THE OWNER, ENGINEER, MUNICIPALITY, MWRD, AND THEIR AGENTS, ETC., FROM ALL SEWER SYSTEM OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGE SWALE. IF THIS CANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE ORIGINAL LINE AND PUT IN ACCEPTABLE AS NOT TO CAUSE INJURY TO ROOTS OR TRUNKS. SHOULD THE EXISTING BECOME DAMAGE OR DIE, CONTRACTOR SHALL LIABILITY INVOLVED WITH THE CONSTRUCTION, INSTALLATION, OR TESTING OF THIS WORK ON THE PROJECT. OPERATING CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE OR DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE REPLACE IN KIND AT THE CONTRACTOR'S OWN EXPENSE AND SHALL BE INCIDENTAL TO THE CONTRACT. SEE LANDSCAPE 4. DISINFECTION OF THE WATER MAINS - UPON COMPLETION OF THE NEWLY LAID WATER MAINS, THE WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION PROCEDURE DESIGNATION AWWA C-651-99, 4. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING PLANS AS APPROVED BY CONTRACTOR AND SUBMITTED TO THE MUNICIPALITY UPON COMPLETION OF THE PROJECT. PLANS FOR TREES THAT ARE NOT TO BE REMOVED. MWRD AND THE MUNICIPALITY UNLESS CHANGES ARE APPROVED BY MWRD, THE MUNICIPALITY, OR AUTHORIZED AGENT. LATEST EDITION. THE CONTRACTOR IS RESPONSIBLE FOR COLLECTING SAMPLES AND HAVING BACTERIOLOGICAL TESTING THE CONSTRUCTION DETAILS, AS PRESENTED ON THE PLANS, MUST BE FOLLOWED. PROPER CONSTRUCTION TECHNIQUES MUST 10. WHENEVER ANY LOOSE MATERIAL IS DISPOSED IN THE FLOW LINE OF GUTTERS, DRAINAGE STRUCTURES OR DITCHES SUCH 9. THE CONTRACTOR SHALL USE CARE IN GRADING OR EXCAVATING NEAR ANY AND ALL EXISTING ITEMS WHICH ARE NOT PERFORMED AS REQUIRED BY THE I.E.P.A.. THE CONTRACTOR SHALL FURNISH TO THE MUNICIPALITY THE REQUIRED BE FOLLOWED ON THE IMPROVEMENTS INDICATED ON THE PLANS. THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, THE LOOSE MATERIAL SHALL BE REMOVED AT THE CLOSE OF EACH INDICATED TO BE REMOVED. ANY DAMAGE DONE TO THESE EXISTING ITEMS BY CONTRACTOR'S OPERATIONS SHALL BE DOCUMENTATION, TEST RESULTS, ETC., REQUIRED BY THE I.E.P.A. FOR PLACING THE WATER MAINS OR SERVICE LINES IN WORKING DAY. AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL DRAINAGE STRUCTURES AND FLOW LINES SHALL BE SERVICE AND/OR SECURING AN OPERATING PERMIT. 5. THE LOCATION OF VARIOUS UNDERGROUND UTILITIES WHICH ARE SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND REVISED PER VILLAGE COMMENTS REPAIRED BY HIM AT HIS OWN EXPENSE. FREE FROM DIRT AND DEBRIS. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. REPRESENT THE BEST KNOWLEDGE OF THE ENGINEER. VERIFY LOCATIONS AND ELEVATIONS PRIOR TO BEGINNING THE 5. WATER MAINS AND WATER SERVICE LINES SHALL BE PROTECTED FROM SANITARY SEWERS, STORM SEWERS, COMBINED CONSTRUCTION OPERATIONS. 10. UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATING FOR PAVEMENT SUBGRADES SHALL BE REMOVED AND REPLACED 11. REMOVED DRIVEWAY PAVEMENT, SIDEWALK AND CURBS AND CURB AND GUTTER SHALL BE DISPOSED OF OFF-SITE AT SEWERS, HOUSE SEWER SERVICE CONNECTIONS AND DRAINS IN ACCORDANCE WITH “TITLE 35: ENVIRONMENTAL PROTECTION WITH SUITABLE MATERIAL TO THE LIMITS APPROVED BY THE OWNER. UNSUITABLE MATERIAL THAT IS EXCAVATED, AS 6. ANY EXISTING PAVEMENT, SIDEWALK, DRIVEWAY, ETC., DAMAGED DURING CONSTRUCTION OPERATIONS AND NOT CALLED FOR TO LOCATIONS PROVIDED BY THE CONTRACTOR AT HIS OWN EXPENSE. AGENCY SUBTITLE F: PUBLIC WATER SUPPLIES, CHAPTER II: ENVIRONMENTAL PROTECTION AGENCY, PARTS 651-654 TECHNICAL DIRECTED BY THE SOILS ENGINEER AND OWNER, SHALL BE DISPOSED OF AT THE CONTRACTOR'S OWN EXPENSE AND SHALL BE BE REMOVED SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. INCIDENTAL TO THE CONTRACT. POLICY STATEMENTS, SECTION 653.119.” 12. BEFORE ACCEPTANCE BY THE OWNER AND/OR THE MUNICIPALITIES AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED 7. MATERIAL AND COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY, AND APPROVED BY THE MUNICIPALITIES AND THE OWNER OR THEIR REPRESENTATIVES. FINAL PAYMENT WILL BE MADE AFTER MWRD, AND OWNER. 11. THE EARTHWORK CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING OF ALL CURBS, AS SOON AS THE CONCRETE 6. WHENEVER POSSIBLE, A WATER MAIN MUST BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED ALL OF THE CONTRACTOR'S WORK HAS BEEN APPROVED AND ACCEPTED. THE CONTRACTOR SHALL GUARANTEE HIS WORK DATE: HAS SET SUFFICIENTLY, TO THE REQUIRED ELEVATION WITH SUITABLE MATERIAL WHICH SHALL BE COMPACTED UNTIL FIRM DRAIN OR SEWER LINE. SHOULD LOCAL CONDITIONS EXIST WHICH WOULD PREVENT A LATERAL SEPARATION OF TEN FEET, A FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND SHALL BE HELD RESPONSIBLE FOR ANY DEFECTS IN 8. THE UNDERGROUND CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS TO NOTIFY ALL INSPECTION AGENCIES. AND SOLID, AND NEATLY GRADED. WATER MAIN MAY BE LAID CLOSER THAN TEN FEET TO A STORM OR SANITARY SEWER PROVIDED THAT THE WATER MAIN MATERIAL OR WORKMANSHIP OF THIS WORK DURING THAT PERIOD. INVERT IS AT LEAST EIGHTEEN INCHES ABOVE THE CROWN OF THE SEWER, AND IS EITHER IN A SEPARATE TRENCH OR IN THE 9. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS DISTURBED DURING CONSTRUCTION SHALL BE ADJUSTED TO SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER. IF IT IS IMPOSSIBLE TO OBTAIN 08/29/25 FINISH GRADE PRIOR TO FINAL INSPECTION. 13. TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH I.D.O.T. STANDARDS SHALL BE INSTALLED AND PROVIDED WHENEVER 12. THE PAVEMENT SUBGRADE SHALL BE GRADED WITHIN +/- 0.10' (AVERAGING ZERO) OF PROPOSED SUBGRADE AS SHOWN ON PROPER HORIZONTAL OR VERTICAL SEPARATION AS DESCRIBED ABOVE, THEN THE SEWER MUST ALSO BE CONSTRUCTED OF CONSTRUCTION FOR UTILITIES IS WITHIN A PUBLIC RIGHT OF WAY AREA. ORDINANCES OF THE MUNICIPALITY MAY ALSO THE PLANS AND SET BY THE ENGINEER IN THE FIELD. ALL FILL DEPOSITED IN THE AREAS SHALL BE CLEAN CLAY COMPACTED 10. RECORD DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER AS SOON AS UNDERGROUND WATER MAIN TYPE MATERIAL (DUCTILE IRON PIPE WITH SLIP-ON OR MECHANICAL JOINTS, ETC.) AND PRESSURE TESTED TO THE GOVERN TRAFFIC CONTROL. THE COST OF PROVIDING, INSTALLING AND MAINTAINING NECESSARY TRAFFIC CONTROL DEVICES TO 95% OF THE MAXIMUM DENSITY SHOWN ON THE DRY WEIGHT CURVES DETERMINED BY THE MODIFIED PROCTOR ANALYSIS. IMPROVEMENTS ARE COMPLETED. FINAL PAYMENTS TO THE CONTRACTOR SHALL BE HELD UNTIL THEY ARE RECEIVED. MAXIMUM EXPECTED SURCHARGE HEAD TO ASSURE WATER TIGHTNESS BEFORE BACKFILLING. 11/20/25 SHALL BE INCIDENTAL TO THE CONTRACT. ANY CHANGES IN LENGTH, LOCATION OR ALIGNMENT SHALL BE SHOWN IN RED. ALL WYES OR BENDS SHALL BE LOCATED FROM THE DOWNSTREAM MANHOLE. ALL VALVES, B-BOXES, TEES OR BENDS SHALL BE TIED TO A FIRE HYDRANT. 13. WASTE EXCAVATION SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT A LOCATION PROVIDED BY 7. WATER VALVES AND FIRE HYDRANTS SHALL BE OPERATED BY MUNICIPAL PERSONNEL, ONLY. 4222 Meridian Parkway, Suite 112 14. ALL PROPOSED ELEVATIONS SHOWN ON PLANS ARE FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE SPECIFIED. Engineering - Planning - Surveying - Environmental MeritCorp THE CONTRACTOR WHICH LOCATION BE APPROVED BY OWNER. 15. UPON AWARDING OF THE CONTRACT AND WHEN REQUIRED BY THE MUNICIPALITY, THE CONTRACTOR SHALL FURNISH ALL 8. ALL WATERMAIN PIPE, JOINTS AND FITTINGS SHALL BE INSTALLED AND BACKFILLED PER THE CORRESPONDING D. SANITARY SEWER LABOR, MATERIAL AND PERFORMANCE BOND IN THE AMOUNT REQUIRED BY THE MUNICIPALITY TO GUARANTEE COMPLETION 14. SUITABLE EXCAVATION IS CLASSIFIED AS EXCAVATION CAPABLE OF 3,000 PSF BEARING WHEN COMPACTED TO 95% MANUFACTURER SPECIFICATIONS. SHOULD THERE BE ANY DISCREPANCIES BETWEEN MANUFACTURERS SPECIFICATIONS AND MODIFIED PROCTOR. 1. THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT ANY POLLUTED WATER, SUCH AS GROUND AND SURFACE WATER, FROM OF THE WORK. THE UNDERWRITER SHALL BE ACCEPTABLE TO THE MUNICIPALITY. THE CONTRACTOR SHALL NOT COMMENCE FEDERAL, STATE, OR LOCAL CODES, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BIDDING AND ORDERING THE ENTERING THE EXISTING SANITARY SEWERS. WORK UNTIL ALL REQUIRED INSURANCE IS OBTAINED AND ACCEPTED. MATERIAL. C 15. SUITABLE EMBANKMENT IS CLASSIFIED AS EMBANKMENT CAPABLE OF 3,000 PSF BEARING WHEN COMPACTED TO 95% 2. A WATER-TIGHT PLUG SHALL BE INSTALLED IN THE DOWNSTREAM SEWER PIPE AT THE POINT OF SEWER CONNECTION PRIOR TO Aurora, IL 60504 16. ALL PERMITS, BONDS AND EVIDENCE OF INSURANCE AS REQUIRED BY UTILITY COMPANIES AND THE MUNICIPALITY SHALL BE MODIFIED PROCTOR, TO BE USED WITHIN PAVEMENT AREAS. SUITABLE EMBANKMENT CONTAINS 15% COMPACTION FACTOR. 9. ALL NOTES AND CONDITIONS SHOWN ON THE PLANS SHALL APPLY. COMMENCING ANY SEWER CONSTRUCTION. THE PLUG SHALL REMAIN IN PLACE UNTIL REMOVAL IS AUTHORIZED BY THE MUNICIPALITY L OBTAINED BY THE CONTRACTOR AND THE COST OF THESE PERMITS AND BONDS SHALL BE BORNE BY THE CONTRACTOR AND AND/OR MWRD AFTER THE SEWERS HAVE BEEN TESTED AND ACCEPTED. L SHALL BE INCIDENTAL TO THE CONTRACT. 16. UNCLASSIFIED EXCAVATION IS CLASSIFIED AS EXCAVATION NOT NECESSARILY CAPABLE OF A 3,000 PSF BEARING WHEN COMPACTED. DEMOLITION 3. DISCHARGING ANY UNPOLLUTED WATER INTO THE SANITARY SEWER SYSTEM FOR THE PURPOSE OF SEWER FLUSHING OF LINES FOR 17. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL CONSTRUCTION DEBRIS, EXCESS MATERIALS, TRASH, OIL AND THE DEFLECTION TEST SHALL BE PROHIBITED WITHOUT PRIOR APPROVAL FROM THE MUNICIPALITY OR MWRD. , GREASE RESIDUE, MACHINERY, TOOLS AND OTHER MISCELLANEOUS ITEMS WHICH ARE PRESENT UPON COMPLETION OF 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL WASTE MATERIAL IN A LOCATION APPROVED BY ALL GOVERNING 17. UNCLASSIFIED EMBANKMENT IS CLASSIFIED AS EMBANKMENT NOT REQUIRING 3,000 PSF BEARING WHEN COMPACTED. THIS AUTHORITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES, FOUNDATIONS, CONCRETE, ASPHALT, STEEL, UTILITIES, DRAINAGE 4. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR WATER P CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY AND ALL PERMITS NECESSARY FOR THE Office 630.554.6655 FILL IS TO BE USED IN AREAS OUTSIDE ROADWAY LIMITS AND PAD AREAS. AND SEWER MAIN CONSTRUCTION IN ILLINOIS (LATEST EDITION). HAULING AND DISPOSAL REQUIRED FOR CLEAN-UP AS DIRECTED BY THE MUNICIPALITY OR OWNER. BURNING ON THE SITE IS STRUCTURES, ETC. U NOT PERMITTED. 5. ALL FLOOR DRAINS SHALL DISCHARGE TO THE SANITARY SEWER SYSTEM. 18. UNCLASSIFIED EMBANKMENT SHALL BE COMPACTED TO NATURAL COMPACTION. SUITABLE EMBANKMENT SHALL BE 2. CONTRACTOR TO DEMOLISH THE SITE SUCH THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. O 18. NO CONSTRUCTION PLAN SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED FOR CONSTRUCTION. PRIOR COMPACTED TO 95% MODIFIED PROCTOR. 6. ALL DOWNSPOUTS AND FOOTING DRAINS SHALL DISCHARGE TO THE STORM SEWER SYSTEM. 3. ALL UNSUITABLE MATERIAL THAT WOULD CONFLICT WITH THE PROPER CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE REMOVED. 7. ALL SANITARY SEWER PIPE MATERIALS AND JOINTS (AND STORM SEWER PIPE MATERIALS AND JOINTS IN A COMBINED R WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IN ADDITION, THE CONTRACTOR MUST VERIFY ALL LINE AND GRADE 19. EARTHWORK QUANTITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO BIDDING. ANY DISCREPANCIES IN QUANTITIES SEWER AREA) SHALL CONFORM TO THE FOLLOWING: Lic. No. 184-005860 Other Office Locations: STAKES PROVIDED BY THE OWNER. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION PLANS, SHALL BE REPORTED TO OWNER. 4. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM ALL GOVERNING AGENCIES PRIOR TO THE START OF SITE DEMOLITION. G CONTRACTOR MUST IMMEDIATELY REPORT TO THE OWNER BEFORE DOING ANY WORK OR ASSUME FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, SPECIFICATIONS AND/OR SPECIAL DETAILS, THE 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EXISTING UTILITY SERVICES ARE DISCONNECTED OR PROTECTED PRIOR TO PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONS 20. ALL UNDERCUTTING SHALL BE DONE AT THE DIRECTION OF THE OWNER OR THEIR REPRESENTATIVE. THE UNDERCUT SHALL CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM THE OWNER PRIOR TO PROCEEDING WITH ANY PART OF THE THE START OF DEMOLITION OF THE SITE. BE CROSS-SECTIONED BY THE OWNER'S REPRESENTATIVE AFTER THE UNDERCUTTING HAS BEEN DONE TO DETERMINE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, THE CONTRACTOR WILL BE QUANTITY. CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY DOUBT OR QUESTIONS ARISING 6. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR SPECIFICATIONS, THE DECISION OF THE OWNER UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES ASSOCIATED WITH UTILITY COORDINATION. VITRIFIED CLAY PIPE ASTM C-700 ASTM C-425 www.meritcorp.com Gurnee, IL SHALL BE FINAL. 21. ALL UTILITY SPOIL PILES SHALL BE CLEANED UP BY THE UTILITY CONTRACTOR. MATERIAL SHALL NOT BE REMOVED FROM THE SITE WITHOUT THE APPROVAL OF THE OWNER AND LOCATION OF DISPOSAL ON THE SITE SHALL BE APPROVED BY OWNER. 7. THE EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN LOCATED BASED ON THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR REINFORCED CONCRETE SEWER PIPE ASTM C-76 ASTM C-443 19. NOTIFICATION OF COMMENCING CONSTRUCTION: A. THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR HIS THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. CAST IRON SOIL PIPE ASTM A-74 ASTM C-564 REPRESENTATIVE AND THE AFFECTED GOVERNMENTAL AGENCIES IN WRITING AT LEAST THREE FULL WORKING DAYS PRIOR TO 22. EXCAVATION BELOW TOPSOIL FOR PAVEMENT SHALL BE TO 2' BEHIND CURB OR PAVEMENT EDGE IN CUT AREA. EXCAVATION COMMENCEMENT OF CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL NOTIFY, AS NECESSARY, ALL TESTING AGENCIES. BELOW TOPSOIL FOR PADS SHALL BE 5' BEYOND BUILDING LIMITS. 8. PRIOR TO THE START OF ANY SITE DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF DUCTILE IRON PIPE ANSI A21.51 ANSI A21.11 B. FAILURE OF CONTRACTOR TO ALLOW PROPER NOTIFICATION TIME WHICH RESULTS IN TESTING COMPANIES TO BE UNABLE EXISTING UTILITIES. TO VISIT SITE AND PERFORM TESTING WILL CAUSE CONTRACTOR TO SUSPEND OPERATION (PERTAINING TO TESTING) UNTIL POLYVINYL CHLORIDE (PVC) PIPE 23. TOPSOIL PRESENT IN CUT AREAS SHALL BE STOCKPILED OR USED AS UNCLASSIFIED EMBANKMENT ON SITE OR DISPOSED 9. ALL UTILITIES THAT ARE REQUIRED TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY 6-INCH TO 15-INCH DIAMETER SDR 26 ASTM D-3034 TESTING AGENCY CAN SCHEDULE TESTING OPERATIONS. THE COST OF SUSPENSION OF WORK SHALL BE BORNE BY THE ASTM D-3212 OF AT THE DIRECTION OF THE OWNER. STOCKPILE LOCATIONS SHALL BE APPROVED BY OWNER OR AS SHOWN ON THE PLANS. PRIOR TO THE START OF DEMOLITION. 18-INCH TO 27-INCH DIAMETER F/DY=46 ASTM F-679 ASTM D-3212 CONTRACTOR. 24. IF REQUIRED, BORROW EXCAVATION SHALL BE OBTAINED OFF-SITE. ON-SITE BORROW AREAS SHALL BE DETERMINED BY 10. CONTRACTOR MUST PROVIDE A BARRIER FROM PUBLIC ACCESS TO THE SITE PRIOR TO THE START OF DEMOLITION ACTIVITY AND UNTIL HIGH DENSITY POLYETHYLENE (HDPE) ASTM D-3350 ASTM D-3261,F-2620 (HEAT FUSION) 20. ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL TIMES FOR EMPLOYEES AND EMERGENCY VEHICLES. AT NO SITE DEMOLITION HAS BEEN COMPLETED. ASTM D-3035 ASTM D-3212,F-477 (GASKETED) TIME SHALL ACCESS BE DENIED TO EMPLOYEES OF THE SITE. THE OWNER. PRIOR TO BORROW EXCAVATION, THE CONTRACTOR SHALL HAVE THE AREA CROSS-SECTIONED BY AN WATER MAIN QUALITY PVC AUTHORIZED AGENT OF THE OWNER AND SHALL HAVE THE AREA CROSS-SECTIONED BY THE SAME AFTER THE BORROW AREA ASTM D-2241 11. SITE DEMOLITION SHALL NOT CONFLICT WITH ACCESS TO ADJACENT SITES OR TRAFFIC AND PEDESTRIAN FLOW IN ADJACENT PUBLIC 4-INCH TO 36-INCH ASTM D-3139 21. THE CONTRACTOR SHALL PROVIDE ELECTRONIC COPIES AND 2 SETS OF COPIES OF "RECORD" DRAWINGS TO THE HAS BEEN EXCAVATED. IF BORROW MATERIAL IS REQUIRED, THE COST OF OBTAINING, TRANSPORTING, AND PLACEMENT OF 4-INCH TO 12-INCH AWWA C900 ASTM D-3139 R.O.W.'S. MUNICIPALITIES AND OWNER PRIOR TO ANY REQUEST FOR FINAL INSPECTION. SAID PLANS SHALL INDICATE THE FINAL THE BORROW MATERIAL ALONG WITH ANY FILLING OF BORROW PITS, IF REQUIRED, SHALL BE AGREED UPON BETWEEN OWNER 14-INCH TO 48-INCH AWWA C905 ASTM D-3139 LOCATIONS AND LAYOUT OF ALL IMPROVEMENTS AND SHALL INCLUDE VERIFICATION OF ALL BUILDING PADS, INVERTS, RIMS AND CONTRACTOR PRIOR TO COMMENCEMENT OF BORROW WORK. 12. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF DEMOLITION ACTIVITY. AND SPOT GRADE ELEVATIONS AND INCORPORATE ALL FIELD DESIGN CHANGES APPROVED BY THE MUNICIPALITY. MYLAR THE FOLLOWING MATERIALS ARE ALLOWED ON A QUALIFIED BASIS SUBJECT TO DISTRICT REVIEW AND DRAWINGS SHALL BE PROVIDED WHEN THE COPIES ARE APPROVED BY THE MUNICIPALITY. 25. BERMING FOR LANDSCAPING SHALL BE ROUGH GRADED TO WITHIN 8" OF FINISHED GRADES AS SHOWN ON LANDSCAPE 13. ANY IMPROVEMENTS, STRUCTURES, PAVEMENTS UTILITIES OR PROPERTY, EITHER ON-SITE OR OFF-SITE, THAT BECOMES DAMAGED APPROVAL PRIOR TO PERMIT ISSUANCE. A SPECIAL CONDITION WILL BE ADDED TO THE PERMIT WHEN PLANS. DURING SITE DEMOLITION SHALL BE REPLACED BACK TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. THE PIPE MATERIAL BELOW IS USED FOR SEWER CONSTRUCTION OR A CONNECTION IS MADE. STANDARD CONSTRUCTION NOTES 22. THE CONTRACTOR SHALL VIDEO RECORD THE WORK AREA PRIOR TO CONSTRUCTION FOR THE PURPOSE OF DOCUMENTING EXISTING CONDITIONS. 14. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. PALATINE SILVER TOWNHOMES PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONS 23. ALL IMPROVEMENTS SHOWN ON THE PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR. GENERAL PAVING AND SURFACING FINAL ENGINEERING PLANS POLYPROPYLENE (PP) PIPE GENERAL 1. ALL PAVING OPERATIONS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE “IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 12-INCH TO 24-INCH DOUBLE WALL ASTM F-2736 D-3212, F-477 CONSTRUCTION IN ILLINOIS” (STANDARD SPECIFICATIONS), LATEST EDITION AND WITH THE REQUIREMENTS OF THE MUNICIPALITY. 30-INCH TO 60-INCH TRIPLE WALL ASTM F-2764 D3212, F-477 2. ALL NOTES AND CONDITIONS SHOWN ON THE PLANS SHALL APPLY. 3. PRIOR TO THE CONSTRUCTION OF THE CURB AND GUTTER AND THE PLACEMENT OF THE BASE MATERIAL, THE PAVEMENT SUBGRADE SHALL BE 8. ALL SANITARY SEWER CONSTRUCTION (AND STORM SEWER CONSTRUCTION IN COMBINED SEWER AREAS), REQUIRES STONE UNIFORMLY GRADED WITHIN +/- 0.10' (AVERAGING ZERO) OF PROPOSED SUBGRADE AS SHOWN ON THE PLANS. ANY FILL DEPOSITED IN THE AREAS BEDDING WITH STONE ¼ ” TO 1” IN SIZE, WITH MINIMUM BEDDING THICKNESS EQUAL TO ¼ THE OUTSIDE DIAMETER OF THE SHALL BE CLEAN STRUCTURAL CLAY UNIFORMLY COMPACTED TO 95% OF THE MAXIMUM DENSITY SHOWN ON THE DRY WEIGHT CURVES SEWER PIPE, BUT NOT LESS THAN FOUR (4) INCHES NOR MORE THAN EIGHT (8) INCHES. MATERIAL SHALL BE CA-7 AND SHALL BE EXTENDED AT LEAST 12” ABOVE THE TOP OF THE PIPE WHEN USING PVC. DETERMINED BY THE MODIFIED PROCTOR ANALYSIS. 9. NON-SHEAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED IN THE CONNECTION OF SEWER PIPES OF DISSIMILAR PIPE 4. UNSUITABLE MATERIAL, EXISTING TOPSOIL AND ANY VEGETATION ENCOUNTERED IN EXCAVATING FOR PAVEMENT SUBGRADES SHALL BE MATERIALS. REMOVED AND REPLACED WITH SUITABLE MATERIAL TO THE LIMITS APPROVED BY THE GEOTECHNICAL ENGINEER, OWNER, AND/OR THEIR INDEPENDENT TESTING AGENCY. UNSUITABLE MATERIAL THAT IS EXCAVATED, AS DIRECTED BY THE SOILS ENGINEER AND OWNER, SHALL BE 10. ALL MANHOLES SHALL BE PROVIDED WITH BOLTED, WATERTIGHT COVERS. SANITARY LIDS SHALL BE CONSTRUCTED WITH A 222 W. PALATINE ROAD DISPOSED OF AT THE CONTRACTOR'S OWN EXPENSE AND SHALL BE INCIDENTAL TO THE CONTRACT. CONCEALED PICKHOLE AND WATERTIGHT GASKET WITH THE WORD “SANITARY” CAST INTO THE LID. 5. THE CONTRACTOR SHALL PROOF ROLL THE SUBGRADE AND BASE BEFORE PAVEMENT CONSTRUCTION PROCEEDS. THE SUBGRADE AND BASE 11. WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN AN EXISTING WYE, TEE, OR AN EXISTING MANHOLE, ONE OF THE FOLLOWING METHODS SHALL BE USED: WILL NOT BE APPROVED AND ACCEPTED BY THE OWNER AND/OR MUNICIPALITY OR APPROVED FOR PAYMENT WITHOUT PROOF ROLLING. PROOF a) A CIRCULAR SAW-CUT OF SEWER MAIN BY PROPER TOOLS (“SHEWER-TAP” MACHINE OR SIMILAR) AND PROPER ROLLING SHALL BE OBSERVED BY GEOTECHNICAL ENGINEER, OWNER, AND/OR THEIR INDEPENDENT TESTING AGENCY AND COMPLETED WITH A INSTALLATION OF HUBWYE SADDLE OR HUB-TEE SADDLE. RUBBER TIRED VEHICLE HAVING A GROSS WEIGHT OF NOT LESS THAN 30,000 POUNDS (15 TONS). IF THE SUBGRADE OR BASE HAS UNSTABLE OR b) REMOVE AN ENTIRE SECTION OF PIPE (BREAKING ONLY THE TOP OF ONE BELL) AND REPLACE WITH A WYE OR TEE UNSUITABLE AREAS, FAILURES OR PUMPING AS INDICATED BY PROOF ROLLING, THE SUBGRADE OR BASE SHALL BE REMOVED AND REPLACED WITH BRANCH SECTION. GRANULAR MATERIAL TO A DEPTH AS DIRECTED BY THE OWNER OR OTHER CORRECTIVE MEASURES AS DIRECTED BY THE GEOTECHNICAL c) WITH PIPE CUTTER, NEATLY AND ACCURATELY CUT OUT DESIRED LENGTH OF PIPE FOR INSERTION OF PROPER FITTING, ENGINEER, OWNER, AND/OR THEIR INDEPENDENT TESTING AGENCY. PROOF ROLLING OPERATIONS SHOULD BE COMPLETED WITHIN 2 DAYS PRIOR USING “BAND SEAL” OR SIMILAR COUPLINGS TO HOLD IT FIRMLY IN PLACE. TO PLACEMENT OF ANY FILL MATERIAL. IF THE EXPOSED SUBGRADE IS LEFT OPEN FOR EXTENDED PERIODS OF TIME OR IF THE SUBGRADE IS EXPOSED TO PRECIPITATION EVENTS, PROOF ROLLING AND/OR PROOF COMPACTION SHOULD BE REPEATED. IF POSSIBLE, PAVING OPERATIONS 12. WHENEVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATERMAIN, THE MINIMUM VERTICAL DISTANCE FROM THE SHOULD BE PERFORMED IN THE DRIER SUMMER MONTHS TO MINIMIZE EXPOSING THE PREDOMINANTLY COHESIVE SUBGRADE SOILS TO TOP OF THE SEWER TO THE BOTTOM OF THE WATERMAIN SHALL BE 18 INCHES. FURTHERMORE, A MINIMUM HORIZONTAL PRECIPITATION. DISTANCE OF 10 FEET BETWEEN SANITARY/COMBINED SEWERS AND WATERMAINS SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18” VERTICAL SEPARATION; OR THE SEWER IS LAID IN THE SAME TRENCH 6. ALL UNDERCUTTING SHALL BE DONE AT THE DIRECTION OF THE OWNER OR THEIR REPRESENTATIVE. THE UNDERCUT SHALL BE WITH THE WATERMAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED EARTH, KEEPING A MINIMUM 18” CROSS-SECTIONED AND UNDERDRAINED BY THE OWNER'S REPRESENTATIVE AFTER THE UNDERCUTTING HAS BEEN DONE TO DETERMINE VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL DISTANCES DESCRIBED CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE WATER MAIN, THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS OR IT SHALL BE PALATINE, IL 60067 QUANTITY. ENCASED WITH A WATER MAIN QUALITY CARRIER PIPE WITH THE ENDS SEALED. 7. PRIOR TO THE PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE APPROVED BY THE OWNER. 13. ALL EXISTING SEPTIC SYSTEMS SHALL BE ABANDONED. ABANDONED TANKS SHALL BE FILLED WITH GRANULAR MATERIAL OR REMOVED. ASPHALT 8. THE PAVEMENT MATERIALS SHALL BE AS DETAILED ON THE ENGINEERING PLANS. THICKNESSES SPECIFIED SHALL BE CONSIDERED TO BE THE 14. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE A MINIMUM INSIDE DIAMETER OF 48 INCHES, AND SHALL BE CAST IN PLACE OR PRE-CAST REINFORCED CONCRETE. MINIMUM COMPACTED THICKNESS. ALL MATERIAL SHALL BE CLASS I BITUMINOUS AND SHALL BE VIRGIN MATERIAL 9. PRIOR TO THE INSTALLATION OF THE BINDER COURSE, THE PAVEMENT BASE SHALL BE UNIFORMLY GRADED WITHIN +/- 0.10' (AVERAGING ZERO) 15. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE PRECAST “RUBBER BOOTS” OF PROPOSED BASE AS SHOWN ON THE PLANS. THAT CONFORM TO ASTM C-923 FOR ALL PIPE CONNECTIONS. PRECAST SECTIONS SHALL CONSIST OF MODIFIED GROOVE 10. THE FOLLOWING APPLICATION RATES ARE TO BE USED DURING PAVING: A. BITUMINOUS MATERIAL (TACK COAT) ON EXISTING BITUMINOUS TONGUE AND RUBBER GASKET TYPE JOINTS. CONCRETE SURFACES (PRIME TO BE RC-70) = 0.10 GAL./SQ.YD. B. BITUMINOUS MATERIAL (PRIME COAT) ON AGGREGATE BASE (PRIME TO BE MC-30) NOT FOR CONSTRUCTION = 0.50 GAL./SQ.YD. C. BITUMINOUS CONCRETE SURFACE AND BINDER COURSES. (BINDER COURSE SHALL BE B MIXTURE). (SURFACE COURSE SHALL 16. ALL ABANDONED SANITARY SEWERS SHALL BE PLUGGED AT BOTH ENDS WITH AT LEAST 2 FEET LONG NON-SHRINK BE C MIXTURE) = 115 LBS./SQ.YD. CONCRETE OR MORTAR PLUG. 11. THE PAVING CONTRACTOR SHALL REPAIR ANY BASE COURSE AND BINDER COURSE FAILURES AND SWEEP THE BINDER COURSE PRIOR TO THE INSTALLATION OF THE FINAL SURFACE COURSE. 17. EXCEPT FOR FOUNDATION/FOOTING DRAINS PROVIDED TO PROTECT BUILDINGS, OR PERFORATED PIPES ASSOCIATED WITH VOLUME CONTROL FACILITIES, DRAIN TILES/FIELD TILES/UNDERDRAINS/PERFORATED PIPES ARE NOT ALLOWED TO BE 12. PRIOR TO PLACEMENT OF THE SURFACE COURSE, THE CONTRACTOR, WHEN REQUIRED, SHALL OBTAIN SPECIMENS OF THE BINDER COURSE CONNECTED TO OR TRIBUTARY TO COMBINED SEWERS, SANITARY SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED WITH A CORE DRILL WHERE DIRECTED, FOR THE PURPOSE OF THICKNESS VERIFICATION. SEWERS IN COMBINED SEWER AREAS. CONSTRUCTION OF NEW FACILITIES OF THIS TYPE IS PROHIBITED; AND ALL EXISTING 13. LARGE PAVING SEAMS, LARGE ROLLER MARKS AND/OR DAMAGED SURFACE COURSE WILL NOT BE ACCEPTED. SURFACE COURSE SHALL BE DRAIN TILES AND PERFORATED PIPES ENCOUNTERED WITHIN THE PROJECT AREA SHALL BE PLUGGED OR REMOVED, AND PROJECT NO. M24163 FREE OF SMALL SURFACE PONDING. SHALL NOT BE CONNECTED TO COMBINED SEWERS, SANITARY SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED 14. WHEN REQUESTED BY THE OWNER, DOCUMENTATION FOR THICKNESS AND AREAS OF PLACEMENT FOR THE BASE COURSE, BINDER COURSE SEWERS. AND SURFACE COURSE SHALL BE SUBMITTED FOR VERIFICATION. 18. A BACKFLOW PREVENTER IS REQUIRED FOR ALL DETENTION BASINS TRIBUTARY TO COMBINED SEWERS. REQUIRED DRAWN BY: CLS BACKFLOW PREVENTERS SHALL BE INSPECTED AND EXERCISED ANNUALLY BY THE PROPERTY OWNER TO ENSURE PROPER CONCRETE OPERATION, AND ANY NECESSARY MAINTENANCES SHALL BE PERFORMED TO ENSURE FUNCTIONALITY. IN THE EVENT OF A 15. THE CONCRETE PAVEMENT MATERIALS SHALL BE AS DETAILED ON THE ENGINEERING PLANS. THICKNESSES SPECIFIED SHALL BE CONSIDERED SEWER SURCHARGE INTO AN OPEN DETENTION BASIN TRIBUTARY TO COMBINED SEWERS, THE PERMITTEE SHALL ENSURE TO BE THE MINIMUM THICKNESS. ALL MATERIAL SHALL BE PER IDOT SPECIFICATIONS AND SHALL BE VIRGIN MATERIAL, UNLESS OTHERWISE THAT CLEAN UP AND WASH OUT OF SEWAGE TAKES PLACE WITHIN 48 HOURS OF THE STORM EVENT. SPECIFIED. CHECKED BY: CLS 16. ALL CONCRETE JOINTS INCLUDING EXPANSION JOINTS, TOOLED JOINTS AND SAWED JOINTS SHALL, AT A MINIMUM, FOLLOW IDOT STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE ALL JOINTS WITH THE OWNER AND OWNER REPRESENTATIVES. 17. WHEN REQUESTED BY THE OWNER, DOCUMENTATION FOR THICKNESS AND AREAS OF PLACEMENT FOR THE BASE COURSE AND CONCRETE SHALL BE SUBMITTED FOR VERIFICATION. SHEET NO. 10 /12 Page 30 of 54  COPYRIGHT C 2025 contraction joint 6" NON-REINFORCED PCC PAVEMENT 6X6 W1.4 X W1.4 MeritCorp G R O U P , L L C WWF COMPACTED SUB-BASE 4" CA-6 COMPACTED CRUSHED CONCRETE LIMESTONE BASE TYPE B STANDARD DUTY CONCRETE PAVEMENT SECTION CRUSHED STONE BEDDING COMPACTED SUBGRADE 8" NON-REINFORCED DESCRIPTION: PCC PAVEMENT 6X6 W1.4 X W1.4 WWF expansion joint COMPACTED SUB-BASE 4" CA-6 COMPACTED CRUSHED LIMESTONE BASE TYPE B HEAVY DUTY CONCRETE PAVEMENT ISSUED FOR REVIEW SECTION CONCRETE NOTES: 1. P.C.C. SHALL BE IDOT CLASS PV, 3500 PSI @ 14 DAYS. CRUSHED STONE BEDDING 2. JOINTING SHALL CONFORM WITH THE FOLLOWING GUIDELINES: COMPACTED SUBGRADE a. FOR PUBLIC ROADWAYS, JOINTING FOR CONSTRUCTION, ISOLATION & CONTRACTION SHALL BE PROVIDED IN CONFORMANCE WITH IDOT SPECIFICATIONS. b. FOR PRIVATE ROADWAYS, DRIVEWAYS & CONCRETE PAVEMENTS, JOINTING REVISED PER VILLAGE COMMENTS FOR CONSTRUCTION, ISOLATION & CONTRACTION SHALL BE PROVIDED IN CONFORMANCE WITH 2a. AND ACI PRC-224.3-95 CHAPTERS 5.2, 5.3, 5.4, 6.2, 6.3 & 6.4 NOTES: OR AS OTHERWISE SPECIFIED ON THE PLANS. 1. REFER TO IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, FOR ALL CONCRETE JOINT REQUIREMENTS. CONCRETE PAVEMENT MC - SITE15 SECTIONS MC - SITE23 DATE: concrete joint REVISED: 12/2016 REVISED: 7/2022 08/29/25 1.5" (COMPACTED THICKNESS) HMA SURFACE COURSE, IL-9.5 11/20/25 4222 Meridian Parkway, Suite 112 *STRUCTURAL # =2.6 Engineering - Planning - Surveying - Environmental 2.25" (COMPACTED THICKNESS) MeritCorp HMA BINDER COURSE, IL-19 MC-30 PRIME COAT @ 0.35 C GAL/S.Y. Aurora, IL 60504 6" L 1"R 2"R 9" CA-6 COMPACTED CRUSHED L LIMESTONE BASE TYPE B COMPACTED 6" SUB-BASE PAVEMENT , STANDARD DUTY ASPHALT PAVEMENT SECTION P Office 630.554.6655 1'-6" 8" U 2" (COMPACTED THICKNESS) O 4" CRUSHED STONE HMA SURFACE COURSE, IL-9.5 BEDDING (CA-6) R COMPACTED TO 95% 2.25" (COMPACTED THICKNESS) *STRUCTURAL # =3.2 Lic. No. 184-005860 Other Office Locations: MIN. HMA BINDER COURSE, IL-19 G NOTES: 1. INSTALL CONTRACTION JOINTS EVERY 25' O.C. MC-30 PRIME 2. INSTALL EXPANSION JOINTS EVERY 50' O.C. COAT 3. CONCRETE SHALL BE P.C.C., IDOT CLASS SI MIX. @ 0.35 4. INSTALL CONTRACTION JOINTS AND EXPANSION JOINTS PER IDOT GAL/S.Y. STANDARD 606001-02. www.meritcorp.com Gurnee, IL 5. ALL CONCRETE CURB CONSTRUCTION SHALL BE PER THE IDOT 12" CA-6 COMPACTED CRUSHED LIMESTONE BASE TYPE B COMPACTED STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SUB-BASE LATEST REVISIONS. HEAVY DUTY ASPHALT PAVEMENT SECTION ASPHALT PAVEMENT BARRIER CURB MC - SITE14 SECTIONS REVISED: 1/2014 STANDARD CONSTRUCTION DETAILS MC - SITE5 REVISED: 10/2016 PALATINE SILVER TOWNHOMES MOLDED CONCRETE INVERT FILLET FINAL ENGINEERING PLANS FINISHED GRADE TRENCH WALL TO BE CONSTRUCTED PER GRATE SHALL BE 2' MIN. COVER NEENAH R-4340-B OR MECHANICALLY COMPACTED IDOT STANDARDS. ALL APPROVED EQUAL 222 W. PALATINE ROAD STORM INLETS SHALL BE BACKFILL OF EXCAVATED PRECAST MATERIALS. UNDER VARIABLE PAVEMENT, CURB AND BITUMINOUS MASTIC SEAL GUTTER AND WITHIN 2 FEET OF ANY PROPOSED CURB AND GUTTER OR SIDEWALK SHALL RECEIVE TRENCH BACKFILL (CA-6) . PRECAST CONCRETE RING CONSTRUCTION (ASTM C-478-64T) 4" COMPACTED GRANULAR COMPACTED GRANULAR BEDDING (CA-6) BACKFILL MATERIAL (CA-6) TO SPRING LINE OF PIPE UNSUITABLE MATERIAL TO BE VARIABLE REMOVED WHERE DIRECTED PALATINE, IL 60067 BY ENGINEER AND REPLACED WITH SUITABLE MATERIAL AND COMPACTED. PRECAST MONOLITHIC CONCRETE RISER AND BASE 4" GRAVEL, SAND OR CRUSHED STONE BASE FOR NOT FOR CONSTRUCTION LEVEL SURFACE STORM INLET, TYPE A storm sewer trench MC - STM4 REVISED: 7/2012 detail MC - STM17 REVISED: 9/2013 PROJECT NO. M24163 DRAWN BY: CLS CHECKED BY: CLS SHEET NO. 11 /12 Page 31 of 54  COPYRIGHT C 2025 MeritCorp G R O U P , L L C DESCRIPTION: ISSUED FOR REVIEW REVISED PER VILLAGE COMMENTS DATE: 08/29/25 11/20/25 4222 Meridian Parkway, Suite 112 Engineering - Planning - Surveying - Environmental MeritCorp C Aurora, IL 60504 L FINISHED GRADE L , TRENCH WALL P Office 630.554.6655 5.5' MIN. COVER U MECHANICALLY COMPACTED BACKFILL OF EXCAVATED O MATERIALS. UNDER PAVEMENT, R CURB AND GUTTER AND WITHIN Lic. No. 184-005860 Other Office Locations: 2 FEET OF ANY PROPOSED CURB AND GUTTER OR G SIDEWALK SHALL RECEIVE TRENCH BACKFILL (CA-6). 4" COMPACTED www.meritcorp.com Gurnee, IL GRANULAR COMPACTED GRANULAR BEDDING (CA-6) BACKFILL MATERIAL (CA-6) TO 4" ABOVE PIPE UNSUITABLE MATERIAL TO BE VARIABLE REMOVED WHERE DIRECTED BY ENGINEER AND REPLACED WITH SUITABLE MATERIAL AND COMPACTED. WATER MAIN/SERVICE STANDARD CONSTRUCTION DETAILS TRENCH DETAIL MC - W9 PALATINE SILVER TOWNHOMES REVISED: 7/2013 FINAL ENGINEERING PLANS 222 W. PALATINE ROAD PALATINE, IL 60067 NOT FOR CONSTRUCTION PROJECT NO. M24163 DRAWN BY: CLS CHECKED BY: CLS SHEET NO. 12 /12 Page 32 of 54  SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, ILLINOIS 60067 ARCHITECT CONTACT BLAKE CZAR SHEET INDEX CODES I L These drawings O F L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all ARCH applicable codes. REV DESCRIPTION DATE – ISSUED FOR PERMIT 02/06/25 ’ Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive 1 Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com This drawing is copyrighted all rights reserved. Page 33 of 54  I L These drawings O F L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT S ED comply with all A R CH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 2 This drawing is copyrighted all rights reserved. Page 34 of 54 39'-5 1/2" I L These drawings O F L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT S ED comply with all A R CH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 2A This drawing is copyrighted all rights reserved. Page 35 of 54  I L These drawings O F L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT S ED comply with all A R CH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 2B This drawing is copyrighted all rights reserved. Page 36 of 54  I L These drawings O F L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT S ED comply with all A R CH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 2C This drawing is copyrighted all rights reserved. Page 37 of 54  I L These drawings O F L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com This drawing is copyrighted all rights reserved. 3 Page 38 of 54  I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com This drawing is copyrighted all rights reserved. 4 Page 39 of 54  I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 4A This drawing is copyrighted all rights reserved. Page 40 of 54  I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 4B This drawing is copyrighted all rights reserved. Page 41 of 54  I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 4C This drawing is copyrighted all rights reserved. Page 42 of 54  I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 4D This drawing is copyrighted all rights reserved. Page 43 of 54  I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT S ED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com This drawing is copyrighted all rights reserved. 5 Page 44 of 54  I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT S ED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 5A This drawing is copyrighted all rights reserved. Page 45 of 54  I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT S ED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 5B This drawing is copyrighted all rights reserved. Page 46 of 54  I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT S ED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com 5C This drawing is copyrighted all rights reserved. Page 47 of 54  I L These drawings O F L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive 6 Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com This drawing is copyrighted all rights reserved. Page 48 of 54  PLUMBING FIXTURE COUNT UPPER FLOOR SECOND FLOOR FIRST FLOOR PLUMBING MATERIALS: THIRD FLOOR I L These drawings OF L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT S ED comply with all ARCH applicable codes. SECOND FLOOR REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects FIRST FLOOR SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com This drawing is copyrighted all rights reserved. 7 Page 49 of 54  I L These drawings O F L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all A R CH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 FredeRick Gilmore, Architect 3489 Gallant Fox Drive 7A Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com This drawing is copyrighted all rights reserved. Page 50 of 54 “ ” I L These drawings O F L were prepared T E 001-008243 I under my FREDERICK NO S T A supervision E. I S and to the best GILMORE of my know- EXPIRATION T LI 11/30/26 EC ledge, they CEN IT SED comply with all ARCH applicable codes. REV DESCRIPTION DATE ISSUED FOR PERMIT 02/06/25 Rick Gilmore, FALA Fellow of the Association of Licensed Architects SILVER TOWNHOUSES NEW TOWNHOUSES PALATINE, IL 60067 specifications FredeRick Gilmore, Architect 3489 Gallant Fox Drive Elgin IL 60124 847 421 8676 email: gilmorearch@gmail.com www.gilmorearchitects.com S This drawing is copyrighted all rights reserved. Page 51 of 54 1. The Final Engineering Plans and Final Engineer’s Cost Estimate shall be submitted and revised in a manner acceptable to the Village Engineer and Director of Planning and Zoning. 2. The final architectural and material elevation plans shall be submitted in a manner acceptable to the Village and in coordination with the attached submitted plans (Brunier & Associates, INC.), except as such plans shall be except as such plans may be revised to conform to Village Codes and Ordinances. 3. If required, a Public Improvement letter of credit or appropriate security shall be submitted in a manner acceptable to the Village Engineer. 4. Review fees in the amount of 1.5% of the total project improvement costs (as defined in the Village Code) shall be submitted in a manner acceptable to the Village Engineer. 5. A shared driveway access easement shall be prepared and submitted in a manner acceptable to the Village Attorney and Director of Planning and Zoning. The access drive may also have to be noted as no parking on either side, as part of the Fire Prevention Final Planned Development review of the final driveway plan. 6. Recording fees in the amount of $300 shall be submitted. 7. A construction management plan indicating the proposed material delivery routes and contractor parking areas, shall be submitted to the Village Engineer and Director of Planning and Zoning. 8. All required extra agency permits shall be submitted in manner acceptable to the Village Engineer. 9. The required Panned Development letter of credit shall be submitted in a manner acceptable to the Director of Planning and Zoning. Page 52 of 54 Page 53 of 54 Page 54 of 54