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O-17-16VILLAGE OF DEERFIELD STATE OF ILLINOIS ) COUNTIES OF LAKE AND COOK ) SS VILLAGE OF DEERFIELD ) Image# 061714880059 Type: ORD Recorded: 01/07/2022 at 12:29:52 PM Receipt#: 2022-00001742 Pape 1 of 59 Fees: $50.00 Lake County IL Recorder Mary Ellen Vanderventer Recorder File7859785 The undersigned hereby certifies that he is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake and Cook Counties, Illinois, and that the attached is a true and accurate copy of Ordinance 0-17-16 Authorizing an Amendment to a Deerbrook Shopping Center Commercial Planned Unit Development to Permit Renovations to the Area Located Between Hobby Lobby and the Former Sports Authority Space to Allow a New Retail Building and a New Road, a Special Use for Stein Mart, and Pylon Sign Renovations and Revised Sign Criteria for the Shopping Center Dated this December 1, 2021 4t i ffmJ. DANIEL VAN DUSEN Deputy Village Clerk Prepared by and after recording return to: Daniel Van Dusen Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 850 WAUKEGAN ROAD DEERFIELD, ILLINOIS 60015 TELEPHONE 847.945.5000 FAX 847.945.0214 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY TRACT A: THAT PART OF THE NORTHEAST ¼ OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE NORTHEAST ¼ OF SAID SECTION 4 AND THE CENTER LINE OF WAUKEGAN ROAD; THENCE WEST ON THE NORTH LINE OF THE NORTHEAST ¼ OF SAID SECTION 4, 793.80 FEET, SAID POINT BEING ON THE EASTERLY LINE EXTENDED NORTHERLY OF DOWNEY’S COUNTRY HOME ADDITION TO DEERFIELD, A SUBDIVISION OF PART OF THE NORTH ½ SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN; THENCE SOUTHERLY ON THE EEASTERLY LUBE OF SAID DOWNEY’S COUNTRY HOME ADDITION TO DEERFIELD, 1174 FEET TO THE SOUTHEASTERLY CORNER OF SAID SUBDIVISION; THENCE EAST PARALLEL TO THE NORTH LINE OF THE NORTHEAST ¼ OF SAID SECTION 4,830.09 FEET TO THE CENTER LINE OF WAUKEGAN ROAD; THENCE NORTHERLY ON THE CENTER LINE OF WAUKEGAN ROAD 1190.4 FEET TO THE POINT OF BEGINNING, (EXCEPTING FROM THE ABOVE TRACT OF LAND THE NORTH 50 FEET AND THE EASTERLY 50 FEET THEREOF DEDICATED FOR PUBLIC HIGHWAY), IN COOK COUNTY, ILLINOIS TRACT B: THAT PART OF THE NORTH ½ OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING EASTERLY AND NORTHERLY OF THE NORTHERN ILLINOIS TOLL HIGHWAY DESCRIBED AS: COMMENCING AT THE POINT OF INTERSECTION OF A LINE 1576 FEET NORTH OF AND PARALLEL WITH THE EASTAND WEST QUARTER SECTION LINE OF SAID SECTION 4, WITH A LINE 33 FEET WESTERLY OF (MEASURED PERPENDICULARLY AND PARALLEL WITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD), THENCE WEST ALONG SAID LINE 1576 FEET NORTH AND PARALLEL WITH SAID QUARTER SECTION LINE 1622.35 FEET TO ITS POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST ALONG SAID EASTERLY RIGHT OF WAY LINE 364.88 FEET TO ITS POINT OF INTERSECTION WITH THE NORTHEASTERLY RIGHT OF WAY LINE OF SAID TOLL ROAD; THENCE SOUTH 59 DEGREES 08 MINUTES 30 SECONDS EAST ALONG THE NORTHEASTERLY LINE OF SAID TOLL ROAD 737.445 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST 433.887 FEET; THENCE NORTH 25 DEGREES 13 MINUTES 30 SECONDS WEST, 75.00 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST, 629.232 FEET TO ITS POINT OF INTERSECTION WITH SAID LINE 33 FEET WESTERLY OF AN PARALLEL WITH THE CENTER LINE OF WAUKEGAN ROAD; THENCE NORTH 27 DEGREES 07 MINUTES 05 SECONDS WEST ALONG SAID PARALLEL LINE 210.56 FEET TO THE POINT OF BEGINNING, TOGETHER WITH THAT PART, IF ANY, OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: A STRIP OF LAND LYING BETWEEN THE EAST LINE OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILOROAD RIGHT OF WAY AND A LINE 33 FEET WESTERLY OF (MEASURED PERPENDICULARLY) AND PARALLEL WITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD) NORTH OF A LINE 1576 FEET NORTH OF AND PARALLEL WITH THE EAST AND WEST QUARTER SECTION LINE OF SAID SECTION 4, AND SOUTH OF THE SOUTH LINE OF DOWNEY’S COOK COUNTY HOME ADDITION TO DEERFIELD AND SAID SOUTH LINE EXTENDED EASTERLY, A SUBDIVISION OF PART OF THE NORTH 1/2 OF SAID SECTION 4, (EXCEPT THAT PART OF THE NORTH1/2 OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING EASTERLY AND NORTHERLY OF THE NORTHERN ILLINOIS TOLL HIGHWAY, DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF A LINE 1576 FEET NORTH OF AND PARALLEL WITH THE EAST AND WEST QUARTER SECTION LINE OF SAID SECTION 4 WITH A LINE 33 FEET WESTERLY OF AND PARALLEL WITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD); THENCE SOUTH 27 DEGREES 07 MINUTES 5 SECONDS EAST ALONG SAID PARALLEL LINE 33 FEET WESTERLY OF SAID CENTERLINE 210.56 FEET; THENCE SOUTH 64 DEGREES 46 MINUTES 30 SECONDS WEST 629.232 FEET; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST 75.00 FEET FOR A POINT OF BEGINNING OF THE PARCEL OF LAND DESCRIBED HEREBY; THENCE SOUTH 64 DEGREES 46 MINUTES 30 SECONDS WEST 433.87 FEETE TO A POINT OF INTERSECTION WITH THE NORTHEASTERLY LINE OF SAID TOLL HIGHWAY SAID POINT BEING 737.445 FEET SOUTHEASTERLY OF (AS MEASURED ALONG SAID NORTHEASTERLY LINE) ITS POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD; THENCE NORTH 59 DEGREES 08 MINUTES 30 SECONDS WEST IN SAID NORTHEASTERLY LINE 13.773 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST 441.573 FEET; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST 11.43 FEET TO THE POINT OF BEGINNING), IN COOK COUNTY, ILLINOIS. TRACT C: PARCEL 1: THAT PART OF THE NORTH ½ OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING EASTERLY AND NORTHERLY OF THE NORTHERN ILLINOIS TOLL HIGHWAY DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF ALINE 1576 FEET NORTH OF AND PARALLEL WITH THE EAST AND WEST QUARTER SECTION LINE OF SAID SECTION 4 WITH A LINE 33 FEET WESTERLY OF AND PARALLELWITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD); THENCE SOUTH 27 DEGREES 07 MINUTES 5 SECONDS EAST ALONG SAID PARALLEL LINE 33 FEET WESTERLY OF SAID CENTER LINE 210.56 FEET; THENCE SOUTH 64 DEGREES 46 MINUTES 30 SECONDS WEST 629.232 FEET; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST 75.00 FEET FOR A POINT OF BEGINNING OF THE PARCEL OF LAND DESCRIBED HEREBY;THENCE SOUTH 64 DEGREES 46 MINUTES 30 SECONDS WEST 433.87 FEET TO A POINT OF INTERSECTION WITH THE NORTHEASTERLY LINE OF SAID TOLL HIGHWAY SAID POINT BEING 737.445 FEET SOUTHEASTERLY OF (AS MEASURED ALONG SAID NORTHEASTERLY LINE) ITS POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD; THENCE NORTH 59 DEGREES 08 MINUTES 30 SECONDS WEST IN SAID NORTHEASTERLY LINE 13.773 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST 441.573 FEET; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST 11.43 FEET TO THE POINT OF BEGINNING, IN COOK COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE NORTH ½ OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING EASTERLY AND NORTHERLY OF THE NORTHERN ILLINOIS TOLL HIGHWAY DESCRIBED AS: COMMENCING AT THE POINT OF INTERSECTION OF A LINE 1576 FEET NORTH OF AND PARALLEL WITHT THE EAST AND WEST QUARTER SECTION LINE OF SAID SECTION 4 WITH A LINE 33 FEET WESTERLY OF AND PARALLEL WITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD); THENCE SOUTH 27 DEGREES 07 MINUTES 05 SECONDS EAST ALONG SAID PARALLEL LINE 33 FEET WESTERLY OF SAID CENTER LINE 210.56 FEET FOR A POINT OF BEGINNING OF THE PARCEL OF LAND DESCRIBED HEREBY; CONTINUING THENCE SOUTH 27 DEGREES 07 MINUTES 05 SECONDS EAST ALONG SAID PARALLEL LINE 816.02 FEET TO A POINT 398.48 FEET SOUTHEASTERLY OF THE INTERSECTION OF THE LAST SAID PARALLEL LINE WITH A LINE 559.06 FEET SOUTH OF AND PARALLEL WITH SAID LINE 1576 FEET NORTH OF AND PARALLEL WITH SAID QUARTER SECTION LINE; THENCE SOUTH 85 DEGREES 48 MINUTES 35 SECONDS WEST 855.62 FEET TO A POINT OF INTERSECTION WITH THE NORTHEASTERLY RIGHT OF WAY LINE OF SAID TOLL ROAD, SAID POINT BEING 813.39 FEET SOUTHEASTERLY OF (MEASURED IN THE SAID NORTHEASTERLY LINE) ITS POINT OF INTERSECTION WITH SAID LINE 559.06 FEET SOUTH OF SAID LINE 1576 FEET NORTH OF SAID QUARTER SECTION LINE; THENCE NORTH 59 DEGREES 08 MINUTES 30 SECONDS WEST IN SAID NORTHEASTERLY LINE 522.355 FEET, TO A POINT 737.445 FEET SOUTHEASTERLY (AS MEASURED ALONG SAID LINE) FROM ITS INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE CHICAGO,MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST 433.887 FEET; THENCE NORTH 25 DEGREES 13 MINUTES 30 SECONDS WEST 75 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST 629.232 FEET TO THE POINT OF BEGINNING, IN COOK COUNTY, ILLINOIS. P.I.N. 04-04-202-025-0000 04-04-202-026-0000 04-04-202-027-0000 04-04-202-028-0000 04-04-202-029-0000 T CTT T B G UG TTT G G G W G TG GB8"MAL LDE E RBROOKILLINOIS REENIGNE LAN OISSEFORP DESNECILMONDUS MICHAEL NO. 062-052057 OF JOB NO. FILENAME: DATE: SHEET INDEX SHEET DESCRIPTION # SHEET I.D. SHEET REMARKS DATE REVISIONS SHEET ## CALL J.U.L.I.E. 1-800-892-0123 WITH THE FOLLOWING: COUNTY CITY, TOWNSHIP SEC. & ‚ SEC. NO. 48 HOURS BEFORE YOU DIG. EXCLUDING SAT., SUN. & HOLIDAYS NOTE: AND SHALL BE INCLUDED IN THE PRECONSTRUCTION MEETINGS THREE (3) DAYS PRIOR TO STARTING CONSTRUCTION SPACECO, INC. IS TO BE NOTIFIED AT LEAST Phone: (847) 696-4060 Fax: (847) 696-40659575 W. Higgins Road, Suite 700, Rosemont, Illinois 60018ORIGINAL PLAN DATE: COOK DEERFIELD, NORTHFIELD COVER SHEET C1 1 C1 1 DAE DRAINAGE AREA EXHIBIT CALCULATION FAX: (630) 954-7306 PHONE: (630) 954-7300 OAKBROOK TERRACE, IL 60181 ONE PARKVIEW PLAZA, SUITE 900 MID-AMERICA ASSET MANAGEMENT SANITARY SEWER PROFILE PLAN N N.T.S. LOCATION/SEWER ROUTING MAP DEERFIELD, ILLINOIS N KEY MAP ELEVATION = 670.62 AND LAKE COOK ROAD. NEAR THE SOUTHWEST CORNER OF WAUKEGAN ROAD BOLT ON FIRE HYDRANT ON WEST SIDE OF WAUKEGAN ROAD SITE BENCHMARK: ELEVATION = 676.26 (NAVD88) AND DORAL COURT AT 155 DORAL COURT. LOCATED AT THE SOUTHEAST CORNER OF OAKMONT DRIVE VILLAGE OF DEERFIELD MONUMENT 2007-32 SOURCE BENCHMARK: SEC 4, T42N, R12E LOCATION PROJECT 36"DEERFIELD, ILLINOIS7069.12 13 PROPERTY MANAGER PROJECT LOCATION ARCHITECT FAX: (312) 798-7777 PHONE: (312) 798-7700 CHICAGO, IL 60661 600W. JACKSON BLVD. OKW ARCHITECTS, INC 30" 24" OUTLETS TO UNNAMED DITCH. (27" X 41" PRIVATE OWNERSHIP) EXISTING STORM SEWER SANITARY SEWER EXISTING 10" PLANT WASTEWATER TREATMENT VILLAGE OF DEERFIELD 18" 18" 18" 15" 15" ORIGINAL PLAN DATE: FEBRUARY 10, 2017 RIVER DES PLAINES 8" STORM SEWER EXISTING ON-SITE DEERBROOK MALL SANITARY SEWER VILLAGE OF DEERFIELD SANITARY SEWER VILLAGE OF DEERFIELD SANITARY SEWER VILLAGE OF DEERFIELD STORM SEWER DEERBROOK MALL PROJECT NO:7069.12 DATE THE SIGNATURE , SEAL, AND EXPIRATION DATE OF SEAL OF THE ENGINEER THESE PLANS OR ANY PART THEREOF SHALL BE CONSIDERED VOID WITHOUT MICHAEL MONDUS, P.E. ENGINEER EXPIRATION DATE: 04/30/2017 PROFESSIONAL DESIGN FIRM NO.: 184-001157 EXPIRATION DATE: 11/30/2017 ILLINOIS REGISTRATION NO.: 062-052057WAUKEGAN ROADTYPICAL SECTIONS & GENERAL NOTES GN 2 3 ET1 EXISTING CONDITIONS AND DEMOLITION PLAN GEOMETRIC PLAN GM1 4 5 GR1 GRADING PLAN UTILITY PLAN UT1 6 7 SOIL EROSION AND SEDIMENT CONTROL PLANS SE1-SE3 8-10 11 S1 SPECIFICATIONS 12-13 D1-D2 DETAILS for FINAL ENGINEERING PLANS BENCHMARK: DEERBROOK MALL RETAIL ABC DEERBROOK MALL RETAIL ABC7069.12TITLE.DGN 02/10/2017 ULTA RETAIL A RETAIL B MALL EX. DEERBROOK MALL EX. DEERBROOK 1" = 200' 1 2,4-7,10,12 PER ARCHITECT 02/28/17 04/04/17PER ARCHITECT23-7,10 N:\Projects\7069\7069.12\ENG\7069.12TITLE.dgn Default User=dfalda DESCRIPTION DATE ISSUEDLOG NO.PERMIT NO. PLO = PARTIAL LOOK OUT LO = LOOK OUT STM = STORM SEWER SAN = SANITARY SEWER WM = WATERMAIN B/P = BOTTOM OF PIPE T/P = TOP OF PIPE OP = OUTLET OF PIPE BW = BOTTOM OF RETAINING WALL TW = TOP OF RETAINING WALL TD = TOP OF DEPRESSED CURB TC = TOP OF CURB GF = GARAGE FLOOR TF = TOP OF FOUNDATION I = INVERT OR INLET GR = GRADE RING (HYDRANT) FH = FIRE HYDRANT E = END SECTION VV = VALVE VAULT LP = LIGHT POLE CB = CATCH BASIN S = SANITARY MANHOLE M = STORM MANHOLE 680 680 xxx.xx PROPOSEDEXISTING LEGEND DESCRIPTION W xxx.xx OR ...... W 8" G G T T E E E E T T G G W 8" PROPOSED TREE TO REMOVE TREE, FIR TREE, BUSH, & REVERSE PITCH CURB CONCRETE WATER'S EDGE GUARDRAIL DRAINAGE SLOPE OVERLAND FLOW ROUTE SOIL BORING SPOT ELEVATION SIGN CONTROL POINT UTILITY POLE STREET LIGHT FLARED END SECTION VALVE AND VAULT, VALVE PIPE REDUCER PRESSURE CONNECTION FIRE HYDRANT INLET CATCH BASIN STORM MANHOLE SANITARY MANHOLE CONTOUR CENTERLINE SETBACK LINE PROPERTY LINE EASEMENT RIGHT-OF-WAY FENCE ELECTRIC LINE TELEPHONE LINES GAS MAIN PIPE TRENCH BACKFILL WATER MAIN (WITH SIZE) SANITARY TRUNK SEWER SANITARY SEWER STORM SEWER DRAIN TILE 2 THIS WORK MAY NOT BE SPECIFICALLY NOTED BUT ARE CONSIDERED A PART OF THIS CONTRACT. ALL TO BE CONSIDERED PART OF THE CONTRACT. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE D. THE CITED STANDARD SPECIFICATIONS, CODES AND PERMITS, WITH THESE CONSTRUCTION PLANS AND DETAILS, ARE AGENCIES, THE MORE STRINGENT SHALL GOVERN. ACCESSIBILITY AND ANY APPLICABLE LOCAL ORDINANCES. WHEN CONFLICTS EXIST BETWEEN THE GOVERNING C. ALL SIDEWALK AND PUBLIC AREAS MUST BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA, ILLINOIS HANDICAP IN CASE OF CONFLICT, THE MORE RESTRICTIVE PROVISIONS SHALL APPLY. OF THE MUNICIPALITY; EXCEPT AS MODIFIED HEREIN OR BY ANY PUBLIC AGENCY PERMITS ISSUED FOR THIS WORK. WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, PUBLISHED JULY 2009, AND IN ACCORDANCE WITH THE CODE B. ALL SANITARY SEWER AND WATERMAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR CASE OF CONFLICT, MUNICIPAL CODE SHALL TAKE PRECEDENCE. IN ACCORDANCE WITH THE LATEST EDITION OF THE CODE OF THE MUNICIPALITY; EXCEPT AS MODIFIED HEREIN. IN ADOPTED JANUARY 1, 2012 BY ILLINOIS DEPARTMENT OF TRANSPORTATION AND ALL AMENDMENTS THERETO; AND AND BRIDGE CONSTRUCTION (SSRBC), AND SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS; A. ALL PAVEMENT AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR ROAD 1. REFERENCED CODES 2. UTILITY LOCATIONS THAT THE CONFLICT MAY BE RESOLVED. CONFLICT WITH LOCATIONS OF THE NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER SO DUE TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH DETERMINING THE EXACT LOCATION IN THE FIELD OF THESE UTILITY LINES AND THEIR PROTECTION FROM DAMAGE ARE SHOWN ON THE PLANS ACCORDING TO AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR C. EASEMENTS FOR THE EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLIC RIGHTS-OF-WAY TO STARTING ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND THE MUNICIPALITY TWENTY-FOUR (24) HOURS PRIOR PLAN. THE CONTRACTOR SHALL CALL J.U.L.I.E. AT 800-892-0123 AND THE MUNICIPALITY, FOR UTILITY LOCATIONS. THESE FACILITIES. THE ENGINEER DOES NOT WARRANT THE LOCATION OF ANY EXISTING UTILITIES SHOWN ON THE FIELD PRIOR TO CONSTRUCTION AND SHALL ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITY COMPANIES LOCATE THEIR FACILITIES IN THE INFORMATION, THE AGENCIES LISTED ON THIS SHEET MAY BE CONTACTED. FACILITIES AND THEIR EXACT LOCATIONS, AND TO SAFELY SCHEDULE ALL UTILITY RELOCATIONS. FOR ADDITIONAL HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM OR ESTABLISH THE EXISTENCE OF ALL UTILITY LIMITS FOR THIS PROJECT. DATA FROM THESE AGENCIES HAS BEEN INCORPORATED INTO THE PLANS. IT IS, A. THE UTILITY COMPANIES HAVE BEEN CONTACTED IN REFERENCE TO UTILITIES THEY OWN AND OPERATE WITHIN THE 3. UTILITY COORDINATION 22. GENERAL EXCAVATION/UNDERGROUND NOTES 24. UNDERGROUND NOTES OPERATION. NOTED, SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR TEN (10) DAYS PRIOR TO THE START OF ANY SUCH MONTH PRIOR TO START OF CONSTRUCTION IN ITS UTILITY AREAS. ALL OTHER AGENCIES, UNLESS OTHERWISE THE START OF ANY OPERATION REQUIRING COOPERATION WITH OTHERS. AT&T SHALL BE CONTACTED ONE C. THE OWNER AND THE ENGINEER SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO DIRECTED BY THE OWNER. WITH UTILITY RELOCATION WORK, AND SHALL PREPARE REVISED SCHEDULE(S) IN COMPLIANCE THEREWITH AS CONTRACTOR SHALL BE REQUIRED TO ADJUST THE ORDER OF ITS WORK FROM TIME TO TIME, TO COORDINATE SAME SHOULD REFLECT CONSTRUCTION SEQUENCING WHICH COORDINATES WITH ALL UTILITY RELOCATION WORK. THE CONSTRUCTION OPERATIONS DO NOT INTERFERE WITH UTILITY FACILITIES AND RELOCATION WORK. THE SCHEDULE PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THAT B. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NATURE AND STATUS OF ALL UTILITY RELOCATION WORK NECESSARY TO SECURE THESE PERMITS. UTILITIES. THE CONTRACTOR, HOWEVER, SHALL FURNISH ALL REQUIRED BONDS AND EVIDENCE OF INSURANCE A. OWNER SHALL OBTAIN EASEMENTS AND PERMITS NECESSARY TO FACILITATE CONSTRUCTION OF THE PROPOSED SPECIFICATIONS, THE DECISION OF THE ENGINEER SHALL BE FINAL AND CONCLUSIVE. DOUBT OR QUESTIONS ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM THE ENGINEER PRIOR TO PROCEEDING FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, SPECIFICATIONS AND/OR MUST IMMEDIATELY REPORT SAME TO ENGINEER BEFORE DOING ANY WORK, OTHERWISE THE CONTRACTOR ASSUMES LINE AND GRADE STAKES. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IN ADDITION, THE CONTRACTOR MUST VERIFY THE ENGINEER'S COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE 4. NO PLAN SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "FOR CONSTRUCTION". PRIOR TO 5. ALL PROPOSED ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS, UNLESS OTHERWISE SPECIFIED. WORK. THE UNDERWRITER SHALL BE ACCEPTABLE TO THE MUNICIPALITY OR OWNER, AS APPROPRIATE. FURNISH A LABOR, MATERIAL AND PERFORMANCE BOND IN THE AMOUNT REQUIRED GUARANTEEING COMPLETION OF THE 6. UPON AWARDING OF THE CONTRACT, AND WHEN REQUIRED BY THE MUNICIPALITY OR OWNER, THE CONTRACTOR SHALL 8. CONTRACTOR SHALL VIDEO TAPE WORK AREA PRIOR TO CONSTRUCTION FOR THE PURPOSE OF DOCUMENTING EXISTING CONDITIONS. REPORT, THE RESULTS WILL BE AVAILABLE FROM THE OWNER UPON WRITTEN REQUEST. DETERMINE SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED WORK. HOWEVER, IF THE OWNER HAS A SOILS 7. THE CONTRACTORS SHALL PLAN THEIR WORK BASED ON THEIR OWN BORINGS, EXPLORATIONS AND OBSERVATIONS TO 9. COMMENCING CONSTRUCTION BORNE BY CONTRACTOR. TESTING) UNTIL TESTING AGENCY CAN SCHEDULE TESTING OPERATIONS. COST OF SUSPENSION OF WORK TO BE UNABLE TO VISIT SITE AND PERFORM TESTING WILL CAUSE CONTRACTOR TO SUSPEND OPERATION (PERTAINING TO B. FAILURE OF CONTRACTOR TO ALLOW PROPER NOTIFICATION TIME WHICH RESULTS IN TESTING COMPANIES TO BE EXPENSE OF THE CONTRACTOR. THE TESTING AGENCY SHALL MEET THE APPROVAL OF THE OWNER. OWNER'S, SUFFICIENTLY IN ADVANCE OF CONSTRUCTION. ALL MATERIAL TESTING SHALL BE THE RESPONSIBILITY AND ADDITION, THE CONTRACTOR SHALL NOTIFY AS NECESSARY, ALL TESTING AGENCIES, EITHER MUNICIPALITY'S OR THE AGENCIES IN WRITING AT LEAST THREE FULL WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN A. THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR HIS REPRESENTATIVE AND THE AFFECTED GOVERNMENTAL ACCESS BE DENIED TO ADJACENT PROPERTIES. 10. ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL TIMES FOR ALL TYPES OF TRAFFIC. AT NO TIME SHALL AT CONTRACTOR'S COST. DESTROYED OR DISTURBED BY THE CONTRACTOR PRIOR TO THEIR USE SHALL BE RESET BY THE DEVELOPER'S ENGINEER 11. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED. ANY STAKES TO BE RESET, SHALL BE DELIVERED TO THE RESPECTIVE OWNERS. REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE SATISFACTION OF THE OWNER. ANY SIGNS NOT REQUIRED THE ENGINEERING PLANS OR AS DIRECTED BY THE DEVELOPER. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED OR NOT NOTED FOR DISPOSAL SHALL BE REMOVED AND RESET BY THE CONTRACTOR AT HIS OWN EXPENSE AS SHOWN ON 12. ANY EXISTING SIGNS, LIGHT STANDARDS AND UTILITY POLES WHICH INTERFERE WITH CONSTRUCTION OPERATIONS AND ANY PERMIT REQUIRED FOR SUCH DISPOSAL. CULVERTS, ETC. SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR AT HIS OWN EXPENSE. HE IS RESPONSIBLE FOR 13. REMOVAL OF SPECIFIED ITEMS, INCLUDING BUT NOT LIMITED TO, PAVEMENT, SIDEWALK, CURB, CURB AND GUTTER, CONSIDERED AS INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. DEVELOPER OR MUNICIPAL ENGINEER UPON COMPLETION OF THE PROJECT. THE COST OF THIS WORK SHALL BE TILE OR DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE CONTRACTOR AND TURNED OVER TO THE ENGINEER, SEWER SYSTEM OR SHALL BE RESTORED TO PROPER OPERATING CONDITION. A RECORD OF THE LOCATION OF ALL FIELD 14. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE JOB. BY THE ENGINEER OR OWNER. BURNING ON THE SITE IS NOT PERMITTED. ACQUIRING ANY AND ALL PERMITS NECESSARY FOR THE HAULING AND DISPOSAL REQUIRED FOR CLEAN-UP AS DIRECTED PROJECT COMMENCEMENT AT NO ADDITIONAL EXPENSE TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GREASE RESIDUE, MACHINERY, TOOLS AND OTHER MISCELLANEOUS ITEMS WHICH WERE NOT PRESENT PRIOR TO 16. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL CONSTRUCTION DEBRIS, EXCESS MATERIALS, TRASH, OIL AND WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNLESS SPECIFICALLY NOTED ON THE PLANS. REMOVED DURING CONSTRUCTION SHALL BE PROMPTLY RESTORED TO THEIR RESPECTIVE ORIGINAL CONDITION. THIS 17. ALL EXISTING UTILITIES OR IMPROVEMENTS, INCLUDING WALKS, CURBS, PAVEMENT AND PARKWAYS DAMAGED OR UNDER THE PROVISIONS OF (SSRBC) ARTICLE 201.05. 18. TREES NOT MARKED FOR REMOVAL SHALL BE CONSIDERED AS DESIGNATED TO BE SAVED AND SHALL BE PROTECTED APPROVAL AND SHALL BE UNDERTAKEN IN A TIMELY FASHION SO AS NOT TO INTERFERE WITH CONSTRUCTION. 19. LIMB PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT MEETING THE OWNER'S CONTRACTOR AT HIS OWN EXPENSE OFF-SITE. 20. ALL LIMBS, BRANCHES, AND OTHER DEBRIS RESULTING FROM THIS WORK SHALL BE DISPOSED OF OFF-SITE BY THE SHALL BE PAINTED WITH AN APPROVED TREE PAINT. 21. ALL CUTS OVER 1" IN DIAMETER SHALL BE MADE FLUSH WITH THE NEXT LARGE BRANCH. WOUNDS OVER 1" IN DIAMETER CONTINUING WORK. D. IMMEDIATELY REPORT CONDITIONS THAT MAY CAUSE UNSOUND BEARING TO THE OWNER/DEVELOPER BEFORE TEMPORARY DRAINAGE DITCHES. OTHER DIVERSIONS OUTSIDE EXCAVATION LIMITS FOR EACH STRUCTURE. DO NOT USE TRENCH EXCAVATIONS AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PROVIDE AND MAINTAIN TEMPORARY DRAINAGE DITCHES AND EXCAVATIONS. CONVEY WATER REMOVED FROM EXCAVATIONS AND RAINWATER TO COLLECTING OR RUN-OFF AREAS AND DISCHARGE LINES AND OTHER DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY WATER AWAY FROM DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. PROVIDE AND MAINTAIN PUMPS, SUMPS, SUCTION WATER TO PREVENT SOFTENING OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES C. PREVENT SURFACE WATER AND SUBSURFACE OR GROUNDWATER FROM FLOWING INTO EXCAVATIONS. REMOVE PROGRESSES IN ACCORDANCE WITH OSHA AND GOVERNING AUTHORITY. REGARDLESS OF TIME PERIOD EXCAVATIONS WILL BE OPEN. CARRY DOWN SHORING AND BRACING AS EXCAVATION TO COMPLY WITH CODES AND AUTHORITIES HAVING JURISDICTION. MAINTAIN SHORING AND BRACING IN EXCAVATIONS BRACES, IN GOOD SERVICEABLE CONDITION. PROVIDE MINIMUM REQUIREMENTS FOR TRENCH SHORING AND BRACING B. PROVIDE MATERIALS FOR SHORING AND BRACING, SUCH AS SHEET PILING, UPRIGHTS, STRINGERS AND CROSS BACKFILLING. EXCAVATED. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF WHERE SLOPING IS NOT POSSIBLE EITHER BECAUSE OF SPACE RESTRICTIONS OR STABILITY OF MATERIAL A. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH CODES AND ORDINANCES HAVING JURISDICTION. SHORE AND BRACE STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS. D. AT THE CLOSE OF EACH WORKING DAY AND AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL DRAINAGE AND PRIOR TO PLACING ANY CONCRETE AFTER FORMS HAVE BEEN SET. PROCEED MUST BE OBTAINED FROM THE MUNICIPALITY PRIOR TO INSTALLING PAVEMENT BASE, BINDER, SURFACE, C. NO UNDERGROUND WORK SHALL BE COVERED UNTIL IT HAS BEEN APPROVED BY THE MUNICIPALITY. APPROVAL TO ACCEPTED. REPRESENTATIVE. FINAL PAYMENT WILL BE MADE AFTER ALL THE CONTRACTOR'S WORK HAS BEEN APPROVED AND B. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED BY THE OWNER OR HIS OF THE COST OF IMPROVEMENTS. THAT PERIOD. THIS GUARANTEE SHALL BE PROVIDED IN THE FORM OF MAINTENANCE BOND IN THE AMOUNT OF 10% SHALL BE HELD RESPONSIBLE FOR ALL DEFECTS IN MATERIALS AND WORKMANSHIP OF WHATEVER NATURE DURING A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF FINAL ACCEPTANCE OF THE PROJECT AND THE CONTRACTOR A. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR AND HIS SURETY FOR 23. FINAL ACCEPTANCE CONTRACTOR PROVIDES SAFE ACCESS. CONDITIONS, THE INSPECTOR CAN ORDER CESSATION OF THE WORK SO AFFECTED UNTIL SUCH TIME AS FEDERAL, STATE AND LOCAL. IF ACCESS IS NOT SAFE AND INSPECTIONS CANNOT BE MADE UNDER SAFE CONDITIONS COMPLYING WITH ALL PROVISIONS OF ALL APPLICABLE AND RECOGNIZED SAFETY STANDARDS, MUST AT ALL TIMES MAINTAIN A SAFE ACCESS TO THE WORK FOR INSPECTORS. "SAFE" : MEANING ON ACCOUNT OF ACTIONS TAKEN OR NOT TAKEN IN THE COURSE OF THEIR WORK. THE CONTRACTOR SPECIFICATIONS. THERE SHALL BE NO PERSONAL LIABILITY UPON ANY OFFICIAL OR EMPLOYEE OF THE MUNICIPALITY THE PROJECT SITE TO MONITOR THE QUALITY OF THE WORK AND ASSURE ITS CONFORMITY WITH THE PLANS AND ITS OFFICIALS AND EMPLOYEES ARE TO BE PROVIDED SAFE ACCESS TO ALL PHASES OF ALL WORK PERFORMED ON EMPLOYEES ARE AGENTS OF OR REPRESENTATIVES OF THE OWNER. NONE-THE-LESS, THE MUNICIPALITY, 25. IT SHALL BE UNDERSTOOD THAT NEITHER THE MUNICIPALITY, ITS OFFICIALS, CONSULTANTS, NOR ITS BEFORE STARTING WORK. NOTIFY OWNER OF ANY DISCREPANCIES. J. THE CONTRACTOR SHALL VERIFY THE SIZE AND INVERT ELEVATION OF ALL CONNECTIONS TO AVOID ANY CONFLICTS CURB. TRENCH SHALL BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL. OWNER. SLEEVES SHALL BE 6" PVC INSTALLED 36" BELOW THE TOP OF CURB AND EXTEND TWO FEET OUTSIDE THE I. SLEEVES FOR UTILITY (COMED, TELEPHONE, ETC.) STREET CROSSING, SHALL BE INSTALLED WHERE DIRECTED BY THE MAY VARY FROM PLAN GRADE.) OF THE PROJECT. (FINAL GRADES TO BE DETERMINED BY THE MUNICIPALITY AT THE TIME OF FINAL INSPECTION AND CONTRACTOR FROM ANY ADDITIONAL ADJUSTMENTS AS REQUIRED BY THE MUNICIPALITY UPON FINAL INSPECTION IS TO BE CONSIDERED INCIDENTAL. THESE ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE FINAL FINISH GRADE. THIS ADJUSTMENT IS TO BE MADE BY THE SEWER AND WATER CONTRACTOR AND THE COST H. ALL TOP OF FRAMES FOR STORM AND SANITARY SEWERS AND VALVE VAULT COVERS ARE TO BE ADJUSTED TO MEET OR FROM LEAKS IN THE WATER DISTRIBUTION SYSTEM, WILL BE REPAIRED BY THE CONTRACTOR AT HIS COST. SUBGRADE OR LOT GRADING DUE TO EXCESSIVE WATER SATURATION AND/OR EROSION FROM HYDRANT FLUSHING, USED TO DIRECT THE WATER INTO LOT AREAS OR THE STORM SEWER SYSTEM (IF AVAILABLE). DAMAGE TO THE ROAD G. HYDRANTS SHALL NOT BE FLUSHED DIRECTLY ON THE ROAD SUBGRADES. WHENEVER POSSIBLE, HOSES SHALL BE OF SILTATION WHICH NORMALLY WOULD ENTER THE STORM SEWER SYSTEM. AT REAR YARD INLET LOCATIONS, AND AT OTHER LOCATIONS SELECTED BY THE ENGINEER, TO MINIMIZE THE AMOUNT F. AFTER THE STORM SEWER SYSTEM HAS BEEN CONSTRUCTED, THE CONTRACTOR SHALL PLACE EROSION CONTROL WATERMAIN - BLUE, STORM - GREEN. EXTEND 4' ABOVE THE GROUND. THE TOP 12" OF SAID POST SHALL BE PAINTED AS FOLLOWS: SANITARY - RED, STORM SERVICE, SANITARY AND STORM MANHOLES, CATCH BASINS, INLETS AND WATER VAULTS. THE POST SHALL E. THE CONTRACTOR SHALL INSTALL A 4" X 4" X 8' (NOMINAL) POST AT THE TERMINUS OF THE SANITARY, WATER AND PIPE. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS ITEM. SHALL BE CONSIDERED INCIDENTAL TO THIS CONTRACT AND SHALL BE INCLUDED IN THE UNIT PRICE OF THE (SSRBC) SPECIFICATIONS. JETTING WITH WATER SHALL NOT BE PERMITTED. THE COST OF SUCH CONSTRUCTION MATERIAL MEETING IDOT CA-6 GRADATION. THE TRENCH BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH FROM SUBGRADE ELEVATION TO TOP OF PIPE. THE TRENCH BACKFILL SHALL CONSIST OF GRANULAR EXISTING PAVEMENTS, UTILITIES, DRIVEWAYS, AND SIDEWALKS AND EXTENDING A DISTANCE EQUAL TO A 1:1 SLOPE D. TRENCH BACKFILL WILL BE REQUIRED FOR THE FULL TRENCH DEPTH WITHIN TWO (2) FEET OF PROPOSED OR BOTTOM OF THE PIPE. THE BOTTOM OF THE PIPE AND BACKFILL WITH COMPACTED CRUSHED STONE, PROPERLY FORMED TO FIT THE SHALL (UPON APPROVAL OF THE OWNER AND/OR ENGINEER) OVER-EXCAVATE TO A DEPTH OF ONE (1) FOOT BELOW COMPRESSIVE STRENGTH LESS THAN 0.5 TSF ARE ENCOUNTERED IN SEWER CONSTRUCTION, THE CONTRACTOR UNLESS THERE IS A SPECIFIC LINE ITEM FOR DEWATERING. IN THE EVENT THAT SOFT MATERIALS WITH UNCONFINED REQUIRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE CONSIDERED EXTRA WORK C. ANY DEWATERING OF SEWER AND WATER TRENCHES AS WELL AS TEMPORARY SHEETING OR BRACING THAT MAY BE SYSTEMS CONSTRUCTED AS PART OF THIS PROJECT. MAINTAINED BY THE CONTRACTOR AT HIS EXPENSE. NO PAYMENT WILL BE MADE FOR CLEANING STRUCTURES OR DEBRIS AND DIRT. DRAINAGE STRUCTURES AND SYSTEMS CONSTRUCTED AS PART OF THIS PROJECT SHALL BE FOOT FOR SYSTEMS WHICH SHALL BE PAYMENT IN FULL FOR CLEANING, PATCHING, REMOVAL AND DISPOSAL OF SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR STRUCTURES AND CONTRACT UNIT PRICE PER LINEAL SHALL BE CLEANED OF DEBRIS AND PATCHED AS NECESSARY TO ASSURE INTEGRITY OF THE STRUCTURE. THIS WORK B. WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, EXISTING DRAINAGE STRUCTURES AND SYSTEMS INCIDENTAL TO THE COST OF THE CONTRACT. ACCESSORIES NECESSARY TO COMPLETE THE WORK MAY NOT BE SPECIFIED, BUT SHALL BE CONSIDERED AS OF TRENCHES AND COMPACTION AND TESTING AS SHOWN ON THE CONSTRUCTION PLANS. FITTINGS AND A. UNDERGROUND WORK SHALL INCLUDE TRENCHING, INSTALLATION OF PIPE, CASTINGS, STRUCTURES, BACKFILLING ABBREVIATIONS CONTACT INFORMATION GENERAL NOTES PERMITS N.T.S. N.T.S. COMPACTED AND STABLE SUBGRADE 6" AGGREGATE BASE COURSE, TYPE B 8" PORTLAND CEMENT CONCRETE COMPACTED AND STABLE SUBGRADE 4" AGGREGATE BASE COURSE, TYPE B 5" PORTLAND CEMENT CONCRETE TYPICAL CONCRETE PAVEMENT SECTION GN NOT TO SCALE COMPACTED SUBGRADE BITUMINOUS MATERIALS (PRIME COAT) 2.25" HOT MIX ASPHALT BINDER COURSE IL 19.0, N50 1.5" HOT MIX ASPHALT SURFACE COURSE, N50 10" AGGREGATE BASE, CA-6, TYPE A NOT TO SCALE COMPACTED SUBGRADE BITUMINOUS MATERIALS (PRIME COAT) 1.5" HOT MIX ASPHALT SURFACE COURSE, N50 12" AGGREGATE BASE, CA-6, TYPE A TYPICAL SECTION - BITUMINOUS PAVEMENT (HEAVY DUTY) TYPICAL SECTION - BITUMINOUS PAVEMENT (LIGHT DUTY) 2.5" HOT MIX ASPHALT BINDER COURSE IL 19.0, N50 SN=2.45 10" x 0.11=1.11 2.25"x 0.33=0.74 1.5" x 0.40=0.60 STRUCTURAL NUMBER SN=2.76 12" x 0.11=1.33 2.5" x 0.33=0.83 1.5" x 0.40=0.60 STRUCTURAL NUMBER COMMONWEALTH EDISON NICOR GAS (847) 870-2124 MT. PROSPECT , IL. 60056-2295 201 W. ARTHUR AVE. (847) 843-0627 EXT. 335 SCHAUMBURG , IL. 60195 1011 WILEY ROAD (630) 600-6347 ELMHURST, IL. 60126 688 INDUSTRIAL DRIVE AT&T VILLAGE OF DEERFIELD (847) 317-7245 - PUBLIC WORKS (847) 317-2490 - ENGINEERING (847) 719-7484 - COMMUNITY DEVELOPMENT DEERFIELD, IL 60015 850 WAUKEGAN ROAD VILLAGE OF DEERFIELD PERMIT WATERSHED DEVELOPMENT LAKE COUNTY TYPICAL SECTIONS & GENERAL NOTES7069.09GN.DGN OF INTENT IEPA - NPDES NOTICE TYPICAL SIDEWALK SECTION POLLUTION CONTROL IEPA-DIVISION OF WATER 102/28/17PER ARCHITECTOF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12GN.dgn Default User=dfalda CLEANOUT& VAULTGAS METERS GFF=656.36#96 #114 #118 #120 #130B #130 #160 #160B #160C #200 SPRI NKLER644.02648.63EP=648.75648.77EP=648.9 2 6 4 9 EP=649.01EP=649.06649.07FL=649.10FL=649.12 TC=649.17T C=649.20649.20EP=649.29EP=649.32EP=649.35EP=649.38FL=649.39EP=649. 3 9FL=64 9.41 649.46FL=649.49EP=649.50FL=649.50FL=649.51EP=649.51EP=649.52EP=64 9.52TC=649.54 649 .55 EP=649.56FL=649.59FL=649.59 FL=649.60TC=649.60 649.60 649.60EP=6 49. 62 FL=649.62EP=649.62EP=649.63649.64649.64 649.64EP=649.65FL=649.67649.67 FL=649.68FL=649.71FL=649. 7 2649.74EP=649.74649.75649.76649.77TC=649.78FL=649.78TC=649.79TC=649.81TC=649.8264 9.83TC=649.90TC=649.91649.92TC=649.92EP=649.93 EP=649.97EP=649.996 5 0 650650 650 650FL=650.00 FL=650.01TC=6 50.01TC=650. 0 3EP=65 0.03FL=650.05EP=650.05TC=650.06EP=650.07 EP=650.08650.08FL=65 0.08EP=650.09TC=650.09 650.10FL=650.10650.11 TC=650.11TC=650.11TC=650.13EP=650.13TC=650.13650.16 TC=650.16FL=650.1665 0.19 TC=650.19650.19 FL=650.25EP=650.26650.31650.31FL=650.32650.33EP=650. 3 4EP=650.36EP=650.37 650.37 TC=650.37 650.39 TC=650.40 650.40650.41T C=65 0.4 1 FL=650.42650.42EP=6 5 0.4 3 EP=65 0.44EP=65 0.45EP=650.45650. 4 6FL=650.46EP=650.46EP=650.46TC=650.46EP=650.47650.47650.47TC=650.47EP=650.47TC=650.476 50.48650.48 EP=650.50650.51650.51650.51TC=650.51EP =65 0.52 FL=650.52FL=650.53EP=650.53TC=650.54FL=650.54FL=650.54FL=650.54 FL=650.55EP=65 0.56EP=650.56 650.56650. 5 7TC=650.57EP=650.58EP=650. 59EP=650.59FL=650.59FL=650. 5 9650.60 FL=650.60FL=650.60EP=650.60650.60FL=650.60FL=650.61TC=650. 61EP=650.61TC=650.63FL=65 0.63FL=650.63EP=650.64FL=650. 64 EP=650.66FL=65 0.66EP=650.66FL=650.67650. 6 7EP=650.67EP=650.67FL=650.67650.68EP=650.69650.69TC=650.70650.71 EP=650.72FL=650. 72 FL=650.72 EP=650.72650.73FL=65 0.74FL=650.74EP=650.74EP=650.74FL=650.76650.76FL=650.76EP=650 .76 FL=650.78EP=650. 7 9FL=650 .79 FL=650.79EP=650.80FL=650.80650.80TC=650.83EP=65 0.83FL=65 0.83650.84FL=650.85EP=650.86EP=650.86650.86EP=650.87 EP=650.88EP=65 0.88FL=650.88650.89F L =650.89650.90TC=650. 90 TC=650.91 E P =6 50 .91EP=650.91 FL=650.92650.92TC=650.92 650.93TC=650.94FL=6 50.94FL=650.94650.94TC=650.94TC=650.95 TC=650.95FL=650.96EP=650.96TC=650.97 EP=650.97650.97EP=650.99650.9965 0.99650.99FL=650.99FL=651.00651651651 651 651 651 651 651651 6 5 1 651 6 5 1 6516516 5 1 651 65 1 TC=651. 0 0TC=651.00FL=651.01TC=651.01651.01TC=651.02TC=651.02FL=651.02FL=651.02651.03TC=651.0365 1.04651.04EP=651.056 5 1.05651.06TC=651.06 EP=651.06TC=651.06EP=6 51.06TC=651.07 TC=651.07TC=651.07TC=651.07TC =651.08651.08TC=651.09651.09651.10FL=651.11TC=651.11EP=651.12TC=651.12TC=651.12 EP=651.13FL=651.13TC=651.13EP=651.13TC=651.14 TC=651.14651.14 FL=651.14EP=651.15651.15651.15 651.15EP=651.15EP=65 1.15EP=651.16TC=651.16651.16651.16TC=651.16EP=651.17TC=651.17EP=651.18TC=651.18 EP=651.18651.19FL=651.19TC=65 1.19FL=651.20TC=651.20651.20EP=651.20FL=651.21EP=651.21EP=651.21EP=651.21651.21FL=651.21FL=651. 2 2FL=651.22651.226 5 1 .2 2 FL=651.22TC=651.22FL=651. 2 2EP=651.23EP=651.23651.23EP=651.23EP=651.23TC=651.23 TC=6 51 .23651.23EP=651.23TC=651.24TC=651.24TC=651.24TC=651.24EP=651.24FL=651.24EP=651.25 FL=651.25TC=651.25 EP=651.25EP=6 51.25FL=651. 2 6651.26651.26FL=651.26651.28 FL=651.28FL=651.28T C =6 5 1.2 8 FL=651.28FL=651.29FL=651.29651.29 EP=6 51.29651.30FL=651.30FL=651.31TC=651.31FL=651.33FL=651.3365 1.33EP=651.33TC=651.33FL=651.34T C =651.34651.35651.35FL=651.35651.36651.36EP=651.36EP=651.37FL=65 1.37EP=651.37EP=651.38TC=651.38EP=651.38651.38FL=651.38EP=651.39TC=651.39FL=651.39EP=651.40TC=651.40FL=651.40FL=651. 40TC=651. 4 0651.40651.40EP=651.40651.40651.40FL=651.41TC=651.41FL=651.41FL=651.42651.42FL=651.42EP=651.43TC=651.44EP=651.44TC=651.45651.45 FL=651.46651.46FL=651.46TC=651.47EP=651. 47 TC=651.47EP=651.48651.48EP=651.48TC=65 1.48651.48EP=651.48FL=651.48EP=651.49FL=651.49FL=651.49EP=651.49TC=65 1.50EP=651.51EP=651.51TC=651. 5 1EP=651.51EP=651.51EP=651.51651.53EP=651.5365 1.53FL=651.54FL=651.54651.54EP=651.55FL=651.56FL=651.57EP=651.57TC=651.57EP=651.58FL=651.58FL=651.58FL=651.58FL=651.59FL=651.59 FL=651.60EP=651.60FL=65 1.60651.60TC=651.60EP=651.61FL=651.61EP=651.61TC=6 51.61651.61 EP=651.63EP=651.63TC=651.63TC=651.63FL=651. 6 3TC=651.64TC=651.64TC=651.64 651.64651.64FL=65 1.65FL=651.65TC=651.65EP=651. 6 5EP=651.66EP=651.66651. 6 6TC=651.66TC=651.66EP=651.66TC=651.6765 1.67EP=651.67EP=651.67TC=651. 6 7TC=651.67EP=651.67651.67FL=651.68 TC=651.68TC=651.69TC=6 51.69651.69EP=651.69TC=651.69FL=651.70EP=651. 7 0TC=651.70EP=651.70TC=651.70 FL=651.71651.71 FL=651.71TC=651.72EP=651.72FL=651.72 EP=651.72FL=651.73FL=651.73TC=651.73FL=651.73FL=651.74FL=65 1.74TC=651.74FL=65 1.74 651.74EP=651.75FL=651.75EP=651.75EP=651.75EP=651.76TC=651.76TC=65 1.77FL=651.77TC=651.77651.7 7651.7765 1.77FL=651.77651.77TC=651.78FL=651.78651.78TC=651.78TC=651.79EP=651.79FL=651.80651.81EP=651.81FL=651.82TC=651.82TC=651.82651.82 FL=651. 8 3651.83TC=651.83EP=651.83TC=651.83TC=651.85651.86FL=651.86TC=651.87 FL=651.87TC=651.87651.87TC=651.8865 1.89651.89651.90TC=651.91EP=652.27FL=651.92TC=6 51.93651.94 65 1.95TC=651.96TC=65 1.96TC=651.97TC=651.97TC=651.97651.97TC=651. 9 7651.98651.99651.99TC=651.99TC=652.00652652 652 652652652652652652 65 2 652 652652TC=652.01652.01 TC=652.01652.03652.03EP=652.04FL=652.0565 2.05 TC=65 2.05652 .0 6 652.06TC=652.06FL=652.43TC=6 52.07 TC=652.08TC=652.09652.09 TC=652.13TC=652.13TC=652.14TC=652.14TC=652.14TC=652.15EP=652.15TC=652.16TC=652. 1 6TC=652.16652.16652.16TC=652.17TC=652.17652.18TC=652.19652.19EP=652.19TC=652. 20 TC=652.2065 2.21EP=65 2.22TC=652.22TC=652.23EP=652.23EP=652.23TC=652.25TC=652.25652.25FL=651.81TC=65 2.26EP=652.27EP=652.27TC=652.28TC=652.28EP=652.28FL=652.28TC=652.29EP=652.29EP=652.29EP=65 2.30FL=652.316 52.31FL=652.31FL=6 52.31652.32FL=652. 3 2EP=652.33FL=652.336 5 2.33 TC=6 52.34652. 3 4EP=65 2.34EP=652.34FL=652.34EP=652. 3 5FL=6 52.35FL=65 2.35EP=652.36FL=652.36652.366 52.36652.37652. 3 8652.38652.39652.40FL=652.40652.41EP=652.42652.42FL=652.42FL=652.43652.43EP=6 52.43TC=652.80 EP=652.44FL=652.44652.44FL=652.45FL=652.47EP=652.47TC=652.48EP=652.5065 2.52EP=65 2.52652.53652.55EP=65 2.56EP=652.56652.56FL=65 2.57652.57FL=652.59 652.59EP=652.60652.60 FL=652.606 5 2.61 652.61FL=652.62652.63FL=652.64TC=652.64652.64EP=652.64652.65FL=652.6565 2.65652.66652.66FL=652.66652.67TC=652.67EP=652.68EP=65 2.68FL=65 2.69EP=652.69FL=652.69EP=652.69EP=6 52.69EP=652.70EP=652.70EP=652.71652.71EP=652.71EP=652.72 652.72652.72TC=652.72652.73FL=652.74652.74TC=652.74TC=652.74TC=652.75 65 2.75 65 2.76TC=652.76EP=652.76EP=652.76TC=652.77EP=652.77EP=652.77652.77 EP=652.77FL=652.776 5 2.7 8 FL=652.78FL=652.78EP=652.78EP=652.78TC=652.79FL=652.79 6 52.80 TC=652.80652.80FL=652.80TC=652.80652.81 652.81FL=652.82EP=652.82652.83652.83T TC=65 2.83652.83652.83EP=652.84EP=65 2.84TC=652.84EP=652.8465 2 .85TC=65 2.85652.85 FL=652.86FL=652.866 52.87 TC=652.87652. 8 8652.88TC=652.88EP=652.89652.89T TC=652.90TC=652.90EP=652.90EP=652. 91EP=652.91 65 2.926 5 2.9 2 652.93652.9365 2 .94652.946 5 2.9 5 652.95EP=6 52.95EP=652.96EP=652.96TC=652.97652.97EP=652.97FL=652.97652.98 TC=652.98 FL=652.99 652.99 65365 3653653653653653 6 53 6 5 3 653653 653FL=653.00FL=65 3.00653.01653.01TC=653.02653.02653.02EP=653.03653.03EP=653.036 5 3.0 4 EP=653.04TC=653. 04 TC=653.04 TC=653.05TC=653.05TC=653. 05 EP=653. 06 653.06653.06EP=653.07653.0 7 EP=653.07EP=653.08EP=653.08FL=653.08EP=653.08FL=653.08TC=653.08FL=653.09653.09EP=65 3.09653.09653. 09 653.09TC=653.09TC=653. 1 0653. 1 1EP=6 53.11653.11FL=653.12EP=65 3.12 EP=653.13653.13 FL=653.14FL=653.14EP=65 3.15 653.15EP=653.15TC=653.16TC=653.16EP=653.16653.17FL=653.17653.18TC=653.18EP=653.18FL=653.18EP=653.18 TC=653.19EP=653. 1 9EP=653.20TC=653.21FL=653.22 TC=653.22FL=653.22653.22FL=653.23EP=653.23EP=653.23EP=653.24TC=653.24FL=653.24FL=653.25TC=653. 26 TC=653.27TC=653. 27 TC=653. 27653.27TC=653. 28FL=653.28EP=653.28TC=653.28 TC=653.29FL=653.29EP=653.29FL=653.29FL=653.30 TC=653.31TC=653.3165 3.32653.32EP=6 53.32EP=653.32FL=653.32TC=653.33TC=653.33EP=653.34653.35EP=653.35TC=653.37EP=653.37TC=653.37FL=653.38TC=653.386 53.38TC=653.39EP=6 53.39TC=653.40EP=653.41EP=65 3.41TC=653.41FL=653.41653.4265 3.42FL=653.43EP=653.43653.44FL=653.45EP=65 3.46 FL=653.46EP=653.46TC=653.47FL=653.47EP=653.47EP=653.48TC=653.48TC=653.48TC=653.49FL=653.49FL=653.49TC=6 53.50653.50 653.51TC=653. 5 1TC=653.51EP=653.51EP=653.51TC=653.52EP=653.52FL=653.52FL=653.53TC=653.53FL=653.53EP=653.54653.55EP=653.55EP=653.55FL=653.55FL=653.56653.57TC=653.57FL=653.57653.57EP=653.58EP=653.58EP=65 3.58653.59TC=653.59EP=653.59EP=653.60TC=65 3.60FL=653.60EP=653.61EP=653.61 65 3.61 FL=653.62FL=653. 62 653.6 2 FL=653.63653.63TC=653.63FL=65 3.64 653.64FL=653.65EP=653.65TC=653.65653.65653.65FL=653.65TC=653.65EP=653.65EP=653.656 5 3.6 5 EP=65 3.66TC=653.66TC=653.66653. 67 EP=653.67EP=653.67EP=653.67653.67TC=653.68TC=6 53.68TC=653.68TC=653.68EP=653.68FL=6 53.68 TC=653.68FL=653.69FL=653.69FL=653.69653.69 EP=653.69FL=653.69EP=653.69653.69TC=653.70EP=653.70FL=653.70 TC=653.70EP=653.70TC=653.70FL=653.7165 3 .71 FL=653.72TC=653.72653.73FL=653.73653.73TC=653.73FL=653.73EP=653.73TC=653.74 EP=653.74EP=653.74TC=653.74 653.75EP=653. 7 5FL=653.75FL=653.75EP=653.75653.76FL=653.76EP=653.77EP=653.78FL=653.78EP=653.78653.78 EP=65 3.79EP=653.79FL=653.79EP=653.79FL=653.79653.79EP=653.80 FL=653.80 FL=653.80EP=653.80TC=653.80EP=653.81TC=653.81653.81TC=6 53.82FL=653.82EP=653.82FL=653.83653.83FL=653.83653.83EP=653.84FL=653.84EP=653.84FL=653.85EP=653.85FL=653.85653.86TC=653.86 FL=653.87FL=653.87TC=653.87EP=653.88TC=653.88TC=653.88653.88653.89EP=653.89EP=653.896 5 3.9 0EP=653.91FL=653. 9 1TC=653.91FL=653.91653.91EP=653. 91 FL=653.9265 3 .92653.92EP=6 53.93 653.93TC=653.93653.93EP=653.94FL=653.94653.94 6 5 3.9 4 653. 9 4FL=653.94EP=653.95EP=653.95TC=653.95FL=653.95EP=653. 96TC=653.97TC=653.97FL=653. 9 7FL=653.9865 3.99FL=653.99EP=653.9965465 4 654654654654 654 654654654654 FL=654.00654.01EP=654.01FL=654.01FL=654.02TC=65 4.02TC=654.02TC=654.03EP=654.03FL=654.03EP=654.03654.04654.04654.04654.04TC=654.05654.05654.05TC=654.05TC=654.05TC=654.05EP=654.05TC=6 54.06FL=654.07TC=654.076 54.07 654.07FL=654.08TC=654.08EP=654.08TC=654.08654.09654.10654.11TC=654.11TC=654.12654.12654.12TC=6 54.12TC=654.13TC=654.13 TC=654.13TC=654.13TC=654.14EP=65 4. 1 4TC=654.14654.15TC=654.15 TC=654.15654.15 FL=654.16TC=65 4.17TC=65 4.17TC=6 54.17EP=654.18 EP=654.18FL=654.18EP=654.18654.18EP=654.18654.18TC=654.19TC=654.19654.19654.19TC=654.20FL=654.20EP=65 4 .20FL=654.20EP=654.21FL=654.21TC=654.21TC=654.21TC=654.22TC=654.22654.23TC=6 54.23FL=654.23EP=654.24EP=654.24EP=654.24TC=6 54.24TC=654.24654. 25TC=654.25EP=654.25TC=654.26TC=654.26FL=654.27EP=654.27EP=654.28FL=654.28FL=654.28EP=654.29FL=654.30FL=654.3065 4. 31 TC=65 4.31EP=654.31EP=654.31FL=654.31EP=654.31EP=654. 3 1EP=654.33654.33TC=654.34EP=65 4.34TC=654.34EP=654. 35654.35EP=654.35FL=654.36TC=654.36TC=654.37FL=654.38TC=654.38FL=654.38TC=654.38654.38TC=654.39654.39654.39 FL=654.39654.39654.40EP=654.40EP=654.40FL=654.40TC=654.40FL=6 54.40TC=654.40EP=654. 4 0FL=654.41FL=654.41FL=654.4165 4.41EP=654.4165 4.41654.42EP=654.42EP=654.42EP=654.42654.43FL=654.43EP=654.43EP=654.44EP=654.44TC=65 4.44EP=654.44EP=654.44654.44FL=654.45TC=654.45TC=654.46EP=654.46EP=654.46EP=654.47EP=654. 4 7FL=654.47FL=654.47EP=654.47W654.48EP=654.48EP=654.48654.48TC=654.48EP=654.49654.49FL=654.49 EP=654.49FL=654.50FL=654.50FL=654.51FL=654.516 54.52EP=654.52654.53TC=654.53EP=654.53TC=654.54FL=654.54EP=654.55FL=6 54.55FL=65 4.55FL=654.55FL=654.56FL=654.56EP=654.56FL=654.57EP=654.57EP=654.57FL=654.58EP=654.58FL=65 4.58654.58654. 58FL=654.59EP=654.60EP=654.60FL=654.6065 4.60EP=654.61FL=654.61654.61FL=654.61EP=654.61EP=654.61EP=654.62EP=654.62EP=654.63654.63TC=654.63654.63TC=654.63EP=654.63EP=654.64TC=654.64FL=65 4.64 654.64FL=654. 6 5TC=654.65 FL=654.65FL=6 54.65FL=654.65FL=654.65FL=654.65FL=6 54.66TC=654.67EP=65 4.67FL=654.67FL=654.68EP=654.68TC=654. 68FL=6 54.68TC=654.69FL=654. 6 9654.70FL=654.70EP=654.70654 .71EP=654.71654.71FL=654.71654.71TC=65 4.72EP=654.72654.73TC=654.73 TC=654.73654.73FL=654.74TC=654.74654.74EP=654.75 EP=654.75 FL=654. 75 654.75654.75FL=654.76TC=654.76TC=654.76EP=654.7665 4.76TC=654.77TC=654.77FL=654.78 654.80FL=654.81FL=654.81654.81 65 4.82EP=654.82TC=654.82TC=654.82TC=654.82TC=654.82TC=654.83FL=654.83 654.83TC=654.83EP=654.83TC=654.83TC=654.84654.85TC=654.85TC=654.86 FL=654.86 UTC=654.87TC=654.88TC=654.88FL=6 54.88TC=654.88TC=654.8865 4.88 654.89EP=654.89TC=654.89EP=654.89TC=654.89TC=65 4.90FL=654.90EP=654. 9 0654.91EP=654.91654.91EP=654.91TC=654.92EP=654.92 TC=654.92TC=654.93TC=654. 9 3EP=654.93 654.93654.94654.94FL=654.95EP=654.95 654.95EP=654.96EP=654.96FL=654.96EP=654. 9 7TC=654.98TC=654.98EP=654.98TC=65 4.98FL=654.99TC=654.99654.99655.0065565565565565565565565565565 5 655 65 5 655655 655655TC=655.01TC=655.01TC=655. 0 1FL=655.01 655.02655.02TC=655.02 TC=655.02TC=655.02EP=655. 0 2655.02TC=655.02EP=655.02FL=655.03TC=6 55.04655.04655.04TC=655.04655.05655.05655.05655.05FL=655.05TC=655.06655.06 655.07 65 5.07655.07 TC=655. 07TC=655.07TC=655. 0 8655.08 TC=655.08TC=655.08TC=655.08655.08655.09655.09TC=655.0965 5.09655. 10 TC=655. 10 655.10655.11TC=655.11FL=655.11TC=655.11EP=655. 1 2FL=655.13EP=65 5.13EP=655.13TC=6 55.13TC=655.13FL=655.13655.14TC=6 55.15655.15 TC=655.15 EP=655.15655.15TC=655.15EP=655.15TC=655.16655.16EP=655.16TC=655.16EP=655.16FL=655.16655.16TC=655.16EP=65 5.166 5 5. 1 7 TC=655.18TC=655. 1 8FL=655.18FL=655.19 TC=655.19FL=655.19TC=655.19TC=65 5.20EP=65 5.20655.21655.21TC=655.21EP=6 5 5. 21 655.22655.22 655.22 655.22FL=655.22FL=655. 22 TC=655.22 TC=655.23 655.23TC=655.23 65 5.25 655.25 EP=655.26TC=655.26FL=655.26FL=655.26TC=655.27TC=655.28655.28FL=655.30655.30655.31655.32655.32 655.33655.33EP=655.34655.34655.35FL=655.35EP=655.35TC=655 .37 655.37EP=65 5.37655.39655.39 65 5.39TC=655.40 655.40655.40 6 55.40655.41TC=655.41655.41655.41TC=655.41655.42TC=655.426 5 5. 4 3 655.43EP=655.44TC=655.44BTC=655.44 6 5 5 .4 5 FL=655.45655. 46 65 5.46TC=655.47 655.47 655.47 FL=655.48TC=655.48TC=655.48TC=655.49TC=655.49655.49 655.49655.49655.49FL=6 55.49655.50 EP=655.50 FL=6 55.50 EP=655.51655.51 655.52655.52655.52655.52655.53655.53655.53 TC=655.53 65 5.53655.53655.53655.54TC=655.54655.54 655.54 655.55 655.55EP=65 5.55655.55 TC=655.55655.56TC=655.566 5 5 .5 7 655.57655.57TC=6 55.57TC=655.57655.58 655.58655.59655.59 655 .59TC=655.59655.60EP=655.60FL=655.60TC=655.60655 .60 655.60 TC=655.61EP=655.61655.62655.63 EP=655.64FL=655. 6 4FL=655.64W655.65655.66 655.66FL=65 5.66TC=655.66TC=655.66655.66WFL=655.67EP=655.68EP=655.68FL=655.68FL=655.68FL=655.69EP=655.69655.69 TC=6 55. 6 9 WTC=655.69655 .70GEP=655.70EP=655.72 EP=655.72EP=655.73TC=655.73655.73 TC=655.73 655.74TC=655.74 655.74TC=655.74TC=655.74655.75 655.75 TC=655.77655.7765 5.78655.78FL=655.78655.79655.79655.79655.7965 5.796 55 .79 EP=655.79655.79655.806 55.81655 .83 FL=655.83655. 8 3655.83655.83655.84655.84 TC=655.84 655.85 655.85 655.85 655.86655.86 655.87655.87FL=655.87655.88EP=655.89655.8965 5.89UTC=655.90655.90 EP=655.90TC=655.91655.92TC=655.926 5 5.94 6 5 5.9 4 TC=655.94655.94TC=655.94655.96655.96655.97655.97 FL=655.97655.97 655.98655.98655.98 655.98655.98655.98 655.98 655.99TC=655.99655.99655.99 EP=655.99655.99EP=656.0065 6 656656656656656 6 5 66566566 5 6 656656656 656656656.00 656.00 EP=656.00656.01656.016 5 6.0 1 FL=656.01 EP=656.01EP=656.02FL=656.02FL=656.02FL=656.02FL=656.04656.04 656.05 EP=656.06 656.06 656.06 TC=656. 07TC=656.08656.09656.09TC=656.09 656.10 TC=656.10 FL=656.10EP=656.11656.11656.11TC=656.11EP=656.12656.12656.12 EP=656.12656.12656.12656.13656.13656.13 FL=656.13FL=656.146 5 6.14EP=656.14656.15656.15 656.15 65 6.16 65 6.16656. 1 7656.17656.17TC=656.17FL=656.17 656.17656.18 656.18656.18656.18656.18TC=656.18EP=656.18FL=656.18656.19 EP=6 56.19656.19656.19 656.19656.2065 6 .20656.22656.23 65 6.2 3 EP=656.23TC=656. 2 3656.23656.23656.23656.23TC=656.236 5 6.2 3 656.24656.246 5 6.2 4656.24656.24656.24656.24656.25656.25FL=656.25656.26656.2665 6.26656.26656.2665 6 .26 EP=656.26TC=656.27656.27 FL=656.27TC=65 6.28656.28656.29656.29656.29656.29656.29656.29656.29TC=65 6 .29 656.29 656.30 EP=656.306 5 6.3 0 656.31EP=656.31 656. 31656.32656.32EP=656. 32 656. 3 2656.32656.33FL=656.34656.34656.34EP=656.34656. 34 656.34656.34 656.34656 .35 656. 35 656.35656.35FL=656.35656.35FL=656.35656.36656.36TC=656. 3 6656.36656.36TC=656.37656.37656.38656.3865 6. 3 8656.38 656.38656.38656.38 656.38656.38656.39FL=6 56.39 656.39 FL=656.40EP=656.40656. 40 656.40656.416 56.416 56.41656.41T C =65 6.41 6 5 6 .4 3656.43656.436 5 6.4 3 656.43 6 5 6.4 3 T C= 6 5 6 .4 3 TC=656.436 5 6.4 4656.44TC=656.44656.44656.456 5 6.45 656.45656.45656.46656.46656.46 FL=656.46656.46T C=656.46656.47656.47TC=656.47656.47656.47656 .47656.48656.48656.49TC=656.49EP=656.49656.49656.50656.50 EP=6 56.50656.50 TC=656.506 56.51TC=656.5165 6 .51 656.51 TC=656.51TC=656.51656.52FL=656.52 TC=656.52656.52656.52EP=656.53TC=656.53656.53EP=656.53656.53TC=656 .54 FL=656.54EP=656.54FL=656.54656. 5 4656.55TC=656.55656.55 TC=656.55EP=656.55656.56FL=656.56656.56 TC=656.56TC=656.57FL=656.57TC=656.58656.58656.59TC=656.596 56.60656.61EP=656.626 5 6.6 2T656.64TC=656.64 TC=656.65FL=656.656 5 6.6 5656.65656.65 FL=656.66656.67 656.67TC=656.67656.676 5 6.6 8 TC=656.68656.68 656.69 656.69656.69656.70656.70EP=656.70TC=656.71TC=656.71656.72TC=656.72EP=656.73TC=656.73FL=656.73656.73 656.74F L=656.74 TC=656.75TC=656.76656.76656.76 EP=656.77656. 7 7FL=656.77656.78656.79656.79 656.79656.79EP=656.79FL=656.80656.80TC=65 6.81656. 81 TC=656.81TC=656.81656. 8 2656.83TC=656.8465 6.84TC=656.86EP=656.86FL=656.86FL=656.87TC=656.88656.88656.89 EP=656.90 656.91TC=656.92TC= 6 5 6.9 3TC=656.94656.94656.99 EP=657.00FL=657.00TC=657.006576 5 7 6576576576 5 7 657 TC=657.00TC=657. 01 TC=657.02TC=65 7.02657.03657.03657.03 657.04 EP=657.04 EP=657.07657.07657.07 TC=657.07FL=6 57.09TC=657.09TC=657.09EP=657.10 657.11657.11657.14657.14EP=657.15EP=657.16FL=657.20657.20EP=657.20EP=657.21FL=657.22657.22TC=657.22657.22657.23TC=657.24657.25 657.25FL=657.25TC=657.26657.26657.27657.28FL=657.28 TC=657.28FL=657.30 FL=657.32EP=657.32657.33EP=657.34 657. 3 4TC=657.34657.34657.35EP=657.37EP=657.38657.41 TC=657.42TC=657.43EP=657.45657.46EP=657.46FL=657.46 FL=657.46FL=657.47657.47657.48EP=657.49 FL=657.49657.49657.49657.50 657.50FL=657.50657.51657.52657. 5 3FL=6 57.53EP=657.54657.55FL=657.55657.56657. 56 EP=657.56FL=657.57 65 7.57FL=657. 57 EP=657. 5 8657.59EP=657.59EP=657.60EP=657.60EP=657.60EP=657.61FL=657.61TC=6 57.61EP=657.62EP=657.62FL=657.62657.63FL=657.63657.63FL=657.63FL=657.64657.64EP=657.65FL=657.66EP=657.67 TC=657.67 FL=657.69TC=657.69FL=657.69TC=657.69FL=657.69EP=657.70TC=657.70 FL=657.70EP=657.70FL=657.70EP=657.70657.71EP=657.72657.72 657.72657.72EP=657.72 EP=657.73 TC=657.73FL=657.73EP=657.74657.74657.74EP=657.74FL=657.74FL=65 7.75EP=657.75FL=657.75TC=657.75657.76 FL=657.77FL=657.77 EP=657.77EP=6 57. 7 8EP=657.78EP=657.78EP=657.79EP=65 7.79FL=65 7.80657.80FL=657.80657.80EP=657.80EP=657.80FL=657.81EP=657.81 FL=657.81TC=657.81 657.81657.82FL=657.82EP=657.82FL=657. 8 2EP=657.83FL=657.83 EP=657.836 5 7.8 4EP=657.84FL=657.84FL=657.84657.85657.85FL=657.85EP=657.86FL=657.86FL=657.87657.88FL=657. 8 8657.90EP=657.91657.91TC=657.92657.92FL=657.92FL=657.92EP=657.92 FL=657.92FL=657.92657.93FL=657.93657.93EP=657.93EP=657. 93 TC=657.93 FL=657.93 TC=657.94FL=657.94EP=657.94TC=657.94EP=657.94EP=65 7.94TC=657.94EP=657.95EP=657.96FL=657.96EP=657.97FL=65 7.97FL=657. 9 7EP=657.98FL=657.98 FL=657.99EP=657.99 EP=658.00FL=658.0065865865865865865 8658658 6586586 5 8658658EP=658.00 658.00EP=658.01FL=658.01EP=6 58.02FL=658.02EP=658.02FL=65 8.02TC=658. 0 3TC=65 8.04TC=658.04EP=658.04 TC=658.05 TC=658.05EP=658.05TC=658.06 658.06TC=658.06FL=658.07658.07EP=658.07TC=65 8.08TC=658.08FL=658.08658. 0 8TC=658.09FL=658.10TC=658.10FL=658.10 FL=658.11TC=658. 11658.11 FL=658.13658.13658.13 TC=658.13EP=658.1365 8.13TC=658.14658.14 658.1565 8.156 58 .15 TC=658. 1 5658.15 TC=658.15658.1565 8.15TC=658.15TC=658.16658.16TC=658.16EP=658.16TC=658.16TC=65 8.16658.16 TC=658.16658.16EP=658. 17 658.17 658.17EP=658.17FL=658.17FL=658.17TC=65 8.17EP=658.18FL=65 8.18658.19 658.19658.19EP=658.20EP=658.20EP=658.2065 8.20658.20TC=6 58.21658.21658.21 FL=6 58.22658.22EP=658.22EP=658.22EP=658.22TC=658.22658.23FL=658.23TC=658.23EP=658.23FL=658.23TC=658.23FL=658. 2 4658.24658.24 TC=658.24TC=658.24TC=658.25FL=658. 2 5EP=658.25FL=658.25TC=658.25EP=658.25658.25FL=658.26TC=658.26 FL=658.26FL=658.26658.27658.27 658.27FL=658.28FL=6 58.28EP=65 8.28EP=658.28658.28TC=658.28FL=658. 2 8TC=658.29658.29EP=658.29EP=658.29658.29658.29658.30TC=658.30FL=658.31FL=658.31FL=658.31TC=658.32TC=658.32T C= 6 5 8.3 3 658 .33 TC=658.33FL=658.34658.34658.34EP=658.34658.35 TC=658.35EP=658.35658.35TC=6 58.35TC=658.36FL=658.36658.36EP=658.37658.37TC=658.37EP=658.37EP=658.38TC=658.38EP=658.39FL=658.39TC=658.39658. 39TC=658.40TC=658.40658.41658.41FL=658.42TC=658.42 658.42 658.43TC=658.43658.43 EP=658.43658.43TC=6 58.4365 8.43658.44 FL=658.44TC=658.45TC=658.45 FL=658.45658.45TC=658.45TC=658. 4 5TC=658.45EP=658.46TC=658.46FL=658.47TC=658.47FL=658.47TC=658.48TC=658.48 658.486 5 8.48 EP=658.48FL=6 58.48TC=658.49EP=658.49FL=658.506 58.50EP=658.50658.50TC=658. 5 0TC=658.5065 8.51 EP=658.51 658.51TC=658.52 658.52FL=658.526 58 .52TC=658.52 FL=658.52FL=658.53TC=65 8.54FL=658.54 658.54 TC=658.56TC=658. 5 6TC=658.57658 .57 658.57TC=658.57 6 5 8.57EP=658.57TC=65 8.57FL=658.58TC=658.58658.59TC=65 8.61TC=658.61658.62TC=658.62TC=658.62TC=65 8.62 EP=658. 63TC=658.63EP=658.63TC=658.63658.63658.64658.64658. 64 TC=658.6465 8.65 TC=658.65658.66658.66 6 5 8.6 7EP=658.676 58.68658.68TC=658.68TC=658.69FL=6 58.70TC=658.70TC=658.71TC=658.71EP=658.72TC=658.72658.72 TC=658.72TC=658.73TC=658.73EP = 6 5 8. 7 3658.73T C=65 8.75 658.75TC=658.75TC=658.76TC=658.77 EP=658.77658.77FL=658.78 658.78658.78TC=658.78TC=658.78TC=658.79TC=65 8.79FL=658.80TC=658. 8 1FL=658.81 6 58.82TC=658.82 658.8 2 658.83TC=658.83658.84EP=658.85658.85 TC=658.85TC=658.86 EP=658.87EP=658.87 TC=658.87 TC=658. 88658.89EP=658.89TC=658.90FL=658.90TC=658.90658.92658.92EP=658.92TC=658.92 658.92FL=658.93658.93 658.94 FL=65 8.94TC=658.94TC=658.95 658.95 TC=658.95FL=65 8.95658.95EP=658.95FL=658.96 658.96658.96658.96658.97TC=658.97EP=65 8.97658.97658.98658.98TC=658.99TC=658.99EP=658.99TC=658.99EP=658.99EP=658.996596596596 59 659 659659659 659659659659659659 6596 5 9 659 TC=659.006 59.00TC=659.01TC=659.01659.01TC=659.03FL=659.04TC=659. 0 4EP=659. 0 5FL=659. 0 5FL=659.05EP=659.05FL=659.06EP=659.06659.06EP=659.06FL=659.06659.07 659.07659.07659.07659.07659.07FL=659.09EP=659.09EP=659.10FL=659.10FL=659.11FL=659.12659.12FL=659.12EP=659.13FL=659.14EP=659. 14EP=659.14EP=659.15EP=659.15659.15 TC=659.15659.15 FL=659.16659.17FL=659.17TC=659.17EP=659.17EP=659.18FL=659.18EP=659.19FL=659.20TC=659.20 FL=659. 2 0EP=659.20EP=659.21EP = 6 5 9.2 2EP=659.22EP=659.23 TC=659.23 EP=659.24EP=659.24EP=659.25FL=659.25EP=659.25FL=659. 25 659.26FL=659.26FL=659.26EP=659.26TC=659.26EP=659.27EP=65 9.27659.27FL=659. 2 7FL=659.27EP=659.28EP=659.28EP=659.28EP=659.28659.29659.29EP=659. 2 9FL=659.29TC=659.29FL=659.29EP=659.29FL=659.29FL=659.30 FL=659.30EP=659.30FL=659.30659.30FL=659. 30FL=659. 3 1FL=659.31EP=659.31EP=659.31FL=659.31EP=659.32EP=659.32 EP=659.32EP=659.32TC=659.32 TC=659.32EP=659.33FL=659.33EP=659.33FL=659.33 EP=659.33FL=659.34FL=659.34EP=659.34EP=659.34 EP=65 9.34FL=6 59.34FL=659.35FL=65 9.35FL=659.35FL=659.35 FL=659.35FL=659.36EP=659.36 T C=6 5 9.3 6 659.36FL=659.36FL=659. 3 6EP=659.37FL=659.37EP=659.38659.386 5 9.3 8EP=659.38FL=659.39EP=659.39EP=659.39659.40 EP=659.40FL=659.40TC=659.40 EP=659.41EP=65 9.42659.42FL=659.42 FL=659.43TC=659.43FL=659.43FL=659.43TC=659.44 659.44TC=659.44TC=659.44FL=659.45659.45659.45FL=659.45EP=65 9.45EP=65 9.45TC=659.45FL=659.45FL=659.46TC=659.47FL=659.47EP=659.47FL=659.48TC=659.49TC=659.49TC=659.49EP=659.50TC=659.51EP=659.52659.52FL=659.52TC=659.53FL=659.53FL=659.53EP=659.53TC=6 59.54EP=659.54FL=659.54TC=659.54EP=659.54FL=659.54FL=659. 54EP=659.55EP=659.55659.56 TC=65 9.56 EP=659. 57 TC=659.57 659.57EP=659.58TC=659.58TC=659.58EP=659.58659.59 FL=659.59FL=659.59659.59FL=659.59TC=659.60TC=659.60FL=659.61659. 62 TC=659.62EP=659.62FL=659.62TC=659.63TC=659.636 5 9.63 EP=659.64EP=659.64EP=659.65TC=659.65FL=659.66TC=659.66659.66EP=659.67 FL=659.67 659.67EP=659.67EP=659.67FL=659.67EP=659.68TC=659.68TC=659.69TC=65 9.69TC=659.69TC=659.70FL=659.70FL=659. 70 659.71 TC=659.71FL=659.71TC=659.72TC=659.72TC=659.72TC=659.72FL=659.72TC=659.73 FL=659.73TC=659.73EP=659.74FL=659.75659.75TC=659.75TC=659.75659.76 T C=659.76TC=6 59.76TC=659.76 659.76TC=659.76659.77659.77TC=659.77 TC=659.77TC=659. 78TC=659.78FL=659.78TC=659.78TC=659.78TC=659.79TC=659.79TC=659.79EP=659.79659.79TC=65 9 .80 EP=659.80 TC=659.80TC=659.81EP=659.81FL=659.81EP=659.81TC=659.81TC=659.82659 .82 TC=659.82FL=659.83659.83 659.84 TC=659.85 FL=659.85TC=659.85TEP=659.85TC=659.86TC=659.86TC=659.86TC=659.86659.86TC=659.87TC=659.88659.88659.88EP=659.88T C=6 5 9.8 9659.89TC=659.89TC=65 9.90TC=659.91TC=659.91TC=659.91EP=659.92FL=659.93659.94659.94TC=659.94 659.94TC=659.94659.95TC=659.95 FL=659.96EP=659.96TC=659.96FL=659.98EP=659.99659.99FL=660.00FL=660.00660.00660 660660660660660660660660660660660660 6606 6 0 660 FL=660.00TC=6 60.01EP=66 0.01TC=66 0.02660.02 TC=660.02TC=660.03660.04660.04 TC=660.04EP=660.04660.04TC=660.04660.05 TC=660.056 6 0.0 7 TC=660.07 TC=660.07 EP=660.08TC=660.08TC=660.09EP=660.09660.10 TC=660.11TC=660.12660.12 660.12TC=660.12TC=660.12TC=660.13TC=660.13660. 1 3TC=660.15TC=660.18660 .18 TC=660.19660.19660.19660.19660.20660.21660.21660.22660.236 6 0.23660.24660.24 TC=66 0.24TC=660.24660.25TC=660.26 660.26660 .26 660.26660.27TC=660.27TC=660.28660.28TC=660.28660.28660.296 6 0.29 660.31660.3166 0.32 EP=660.33660.33660.33660.33TC=660.34FL=660.34660.34 660.35660.36660.36660.37TC=660. 38660.38TC=660.38660.38TC=660.38660.38660.396 6 0. 3 9660.40660.40660.41660.41660.41660.41660.42660.4266 0.42660.42 TC=660.43TC=660.436 60.43 660. 4 46 60.44660.44TC=66 0.456 6 0.4 5 66 0.45660.45 660. 45 660.45660.4666 0.46660.4666 0.47 660.47 TC=660.47TC=660.47660.47 660.47660.48660.4866 0.48660.48W66 0.48660.50660.50TC=660.51660.52 660.52 660.53 TC=660.53660.53660.53660.54TC=660.54660.54660.56660.56660.56 660.56 660.56660.58TC=660.58EP=660.58660.626 60.62 660.63660.63660.64660.65TC=660.65 TC=660.67EP=660. 6 8660.68T C =660.7 1 TC=660. 71660.71FL=660.7166 0.7 3 TC=660.74660.78T660 .79 660.83660.8 4 66 0.84660.85660.89660.89660.90660.93660.95660.96660. 9 7660.98 6 6 1 661661 661 661 661 6 6 1 66166 1.0 2 661.04661.05 661.05EP=661.06661.06661.08TC=661.09TC=661.12EP = 6 6 1.1 2TC=661. 13 661.13FL=661.14TC=661.17661.17661.18661.20661.20 EP=661.25TC=661.25661.27661.28EP=661.29661.29 661.31 661.32661.33EP=661.35TC=661.37 EP=661. 3 8TC=661.38 EP=661.39661.40EP=661.41FL=661.41661.41 661.43TC=661.43FL=661.45TC=661.4766 1. 4 9EP=661.50661.51EP=6 6 1. 5 3 661.53 66 1.54FL=661.54 6 61.56TC=661.56 EP=661.57661.58TC=6 61.60FL=6 61.61FL=661.62TC=661.65TC=661.65TC=661.65TC=661.65 TC=661.65FL=6 61.66661.66 EP=661.67EP=66 1.67661.67 661.68TC=661.68 661.68 EP = 6 6 1.6 9661.71661.7266 1 . 7 2 661.756 61.76661.76EP = 6 6 1.8 0661.80661.81661.81 TC=661.83 661.83 661.84 661.84 6 6 1. 8 5 661.8566 1 .85 661.86 661.86 661.87 TC=661.87661.87661.88TC=661.896 6 1.8 9 TC=661.91661.91 661.93661.94661.95661.95661.95661.96661.96661.97TC=661.98661.996626626 6 2 662 662 662662.01 662.02 TC=662.026 6 2 . 0 2 TC=662.05FL=662.08662.13EP=662.13TC=662.14662.17 FL=66 2.19EP =6 6 2 . 2 4 EP=662.286 6 2.40 EP=662.41662.44662.45662.49662.49TC=662.60662.62EP=662.67 66 2.76 FL=662.88663663EP=6 63.03EP=6 63.23 TC=663.34663.40 FL=663.57EP=663. 61 GFL=663.96664EP=66 4.09TC=664.09664.16 TC=664.42664.52 FL=664.52EP=664.57FL=664.69EP=664.72TC=664.84665.02 TC=665.20FL=665.33EP=665.47TC=66 5.81665.94 "STOP"BOLLARD (TYP) "STOP"6' WOOD FENCECOMED VAULTELEC MHAT&T VAULT"STOP" "STOP" "STOP" "STOP"E,S I =649.25,30"RCPNW I =649.46,15"RCPR=655.57SE I =649.36,15"RCPSW I =649.36,36"RCPN I =649.41,30"RCPR=655.87T/PI PE=655.44,6"METALR=655.89N I =639.66,10"CLAYW I =639.66,10"CLAYS I =641.74,10"CLAYR=655.36S I =641.08,10"CLAYE I =641.15,10"CLAYR=653.16SE I =646.12,27"RCPW I =646.12,30"x48"CMPNE I =646.15,36"RCPSW I =646.67,18"RCPR=650.62NW I =647.11,12"RCPS I =647.45,8"RCPR=650.13E,W I =645.23,30"x48"CMPSE I =645.58,12"RCPR=650.01E,W I =645.67,30"x48"CMPR=650.77SE I =646.54,21"RCPNW I =646.54,27"RCPR=650.19NE,SW I =646.52,36"RCPR=651.28W I =650.80,12"RCPR=653.54SW I =650.53,12"RCPR=654.13NW,E I =652.84,6"DI PR=655.99N,S T/PI PE=649.15R=655.65SW I =653.20,12"RCPR=656.75NW I =653.91,12"RCPNE I =654.01,8"PVCR=657.11AT&T VAULTW/METERSGAS CONNECTI ON LOADING DOCKDOCKFF=660.53W/SMALL HANDRAI LLOADI NG DOCK CONC WALLW/HANDRAI LCONC WALLBRI CK WALL"STOP"W/METERGAS CONNECTI ON CONC PADTRANS ON "STOP"CONC PADTRANS ON DOCK FF=656.13ELEC VAULTMETAL OVERHANGCONC PADTRANS ON LARGE CATCH BASI NLARGE CATCH BASI NCONC PADTRANS ON W/METERSGAS CONNECTI ONW/METERSGAS CONNECTI ONDRAI NCONC WALL"DO NOT ENTER"SI LL=660.55SI LL=660.51SI LL=660.54SI LL=662.01SI LL=661.94SI LL=662.01SI LL=662.01SI LL=661.97SI LL=661.97SI LL=661.99SI LL=661.99SI LL=662.07SI LL=660.59SI LL=660.62SI LL=660.00SI LL=656.33DRAI NSI LL=660.59SI LL=660.58SI LL=660.61SI LL=660.57"STOP"SI LL=656.71SI LL=656.34SI LL=656.40SI LL=656.47SI LL=656.48SI LL=656.43SI LL=656.45SI LL=656.45SI LL=656.45SI LL=656.49GFF=656.38SI LL=656.39SI LL=656.35SI LL=656.43CLEANOUTSI LL=656.35SI LL=653.23SI LL=653.22CLEANOUTSI LL=653.28SI LL=653.27SI LL=653.38DRAI NW/HANDRAI LCONC WALLSI LL=652.49DRAI NSI LL=654.32SI LL=656.32SI LL=656.29SI LL=656.24SI LL=656.19BOLLARD (TYP)SI LL=656.18SI LL=656.21SI LL=656.26SI LL=656.34AUTO SPRI NKLERSI LL=660.43SI LL=660.54SI LL=660.51SI LL=660.48STREET LI GHTSI LL=656.15ELEC METERSWI TCH BOXSI LL=656.18SI LL=652.96SI LL=652.98GFF=652.95SI LL=653.02SI LL=652.99SI LL=652.96GFF=653.67SI LL=653.69SI LL=653.75SI LL=653.71F L A G P O L EWALLCONC "STOP"NE I =646.93,12"RCPR=650.53SW I =647.25,15"DI PSE I =647.48,15"RCPNE I =647.55,18"RCPNW I =647.63,8"DI PR=650.73NE I =647.53,12"RCPR=649.51SW I =646.43,12"RCPNW,SE I =646.43,21"RCPR=650.13S I=648.63,6"DIP N I=649.22,6"DIP R=652.98 NE,SE I =647.67,12"RCPR=653.79UNABLE TO OPENLOCKEDR=654.86SW I =653.59,12"RCPR=657.09S I=649.74,24"RCP N I=649.74,18"RCP E I=649.94,12"RCP R=654.39N,SE I =650.78,15"RCPR=655.74SW I =655.98,8"DI PNW I =655.98,4"DI PR=659.83N,E I =654.04,8"PVCR=659.69NW,NE I =647.03,21"RCPSW I =647.76,6"DI PR=650.51NE,SW T/PI PE=649.25R=655.94SE,SW I =647.84,10"DI PE I =647.88,10"DI PR=656.16NW I =651.07,24"RCPNE I =651.97,12"CLAYSE I =652.67,10"CLAYW I =653.77,6"PVCR=658.47LI GHTLANDSCAPE NO PARKI NG" "15 MPH/LEFT" "KEEPONLY" "AUTHORI ZED VEHI CLES ENTER" "STOP/DO NOTSW I =654.16,8"PVCE I =654.21,8"PVCR=657.41UNABLE TO OPENLOCKEDR=656.88W I =652.56,6"DI PSE I =652.69,6"DI PR=655.76NW,SE I =647.64,15"RCPR=649.56NW I =647.60,15"RCPR=649.45UNABLE TO OPENLOCKEDR=650.50UNABLE TO OPENLOCKED R=650.95N,S T/PI PE=644.56R=653.16(TYP)BUILDING OVERHANG(TYP)BUILDING OVERHANGCONC WALL PLANTERCONC PADTRANS ON AREAENCLOSI NG TRASH BRI CK WALLSPRI NKLER"STOP"ROOF OVERHANGFENCELI GHTSTREET LOADING DOCK GARBAGE COMPACTORS I =658.98,6"PVCR=659.94CONC WALL"STOP"BUI LDI NG OVERHANGSPRI NKLERENCLOSING TRASH AREA BRICK WALL CONC WALLMETERS3 ELEC BUI LDI NG OVERHANG(TYP)BUI LDI NG OVERHANGCONC WALLCONC WALLCONC PADTRANS ON VAULT& VALVE GAS METER ELEC BOXCONC WALLSPRI NKLER& VALVEGAS METER CONC PADTRANS ONUTI LI TY BOXCONC WALLCONC WALLSPRI NKLERCONC PADTRANS ON CONC PADTRANS ON BUILDING OVERHANGBUILDING OVERHANGBOLLARD (TYP)ELEC METERC O N C P A D T R A N S O N SPRI NKLER& VALVEGAS METER SPRI NKLERVALVEAUTO SPRI NKLERCONC PADTRANS ON BOLLARD (TYP)CONC STAIRSCONC STAIRSROOFED AREAMETERS3 ELEC 6' C H AI N LI N K F E N C E VAULT& VALVEGAS METERS T/WALL=656.34T/WALL=656.81T/WALL=655.06T/WALL=656.03T/WALL=653.81T/WALL=651.24T/WALL=657.49T/WALL=650.46T/WALL=650.39T/WALL=649.62T/WALL=654.03T/WALL=655.96T/WALL=656.33T/WALL=663.45T/WALL=665.88T/WALL=663.38T/WALL=663.41#110B ONE STORY BRICK BUILDING #210 ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING #158 TWO STORY BRICK BUILDING NO FLOW/PI PE HALF SUBMERGEDN I =647.37,15"RCPSW I =647.37,12"RCPS I =647.47,10"RCPR=653.77R=659.59 GREASE TRAP R=659.60 GREASE TRAP "STOP" "STOP" R=659.83 GREASE TRAP T/WALL=654.10TRENCH DRAI NW/METAL HANDRAILCONC STAIRS HANDRAI LMETALW/HANDRAI LMETAL STAI RCASEW/HANDRAI LMETAL STAI RCASEW/METAL HANDRAI LCONC STAI RS HANDRAI LMETAL HANDRAI LMETAL BUI LDI NGSANI TARY LI FT STATI ONBLOCK 1-STORY CONCBLOCK 1-STORY CONC#260 COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE #260 COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE LI GHTAREA STRUCTURE IN THIS PROBABLE BURIED R=663.23HANDRAI LMETAL N,S T/PI PE=648.13R=653.78SW,SE I =643.62,10"CLAYNE I =644.19,8"DI PR=653.74LOADING DOCK "HANDICAP PARKING" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDICAP PARKING"PARKI NG" "HANDI CAP"HANDI CAP PARKI NG" P A R KI N G" " H A N DI C A P R=659.56MENS WEAR HOUSE... " SI GN"TJ MAXX...CONC WALLSE I =661.77,12"RCPR=664.77AT TI ME OF SURVEYCAR PARKED ON TOPR=661.75SE I =660.43,12"RCPR=663.68E I =659.89,12"DI PR=662.51R=660.47SW I=643.06,6"CLAY NW,NE I=642.31,8"CLAY R=650.86 NE,SW I=647.28,21"RCP R=652.42 (LOCKED)ON CONC PADACCESS VAULTSNW,SE T/PI PE=655.05R=661.15SE I =642.98,6"CLAYNE,SW I =642.98,8"CLAYR=652.71SE I =641.83,12"DI PNW I =641.83,8"CLAYSW I =642.99,8"CLAYR=650.59NE I=644.84,8"DIP S I=644.84,8"CLAY R=652.89 SW I =646.30,12"RCPNW,SE I =646.30,27"RCPR=650.66NW,SE,E T/PI PE=657.36R=657.36N=653.93,6" PVCS=654.27,6" PVCR=657.67VAULT WI TH PUMPSOH OH N0 40 SCALE 1" = 40' 80 7069.12ET.DGNWAUKEGAN ROAD3 LEGEND x x x x x x xx x x KEEP TRANSFORMER PAD FF=60.60± EXISTING BUILDING FF=56.50± EXISTING BUILDING ET1 LAST DATE OF FIELD WORK: AUGUST 12, 2014. PLAN FLOW DIRECTION IS SHOWN. INDICATE OTHERWISE, IN WHICH CASE THE EXISTING ON FIELD INVERT ELEVATIONS UNLESS EXISTING PLANS PIPE FLOW DIRECTIONS, IF SHOWN, ARE BASED LOCATION, FIELD EXCAVATE. NOT BE COMPLETELY ACCURATE. FOR MORE ACCURATE LOCATIONS ARE APPROXIMATE AND SUSPECTED AND MAY COMPANY FIELD STAKES AND, THEREFORE, THEIR EVIDENCE FOUND ON THE SURFACE AND/OR FROM UTILITY UNDERGROUND UTILITIES ARE SHOWN BY USING PHYSICAL NOTE: LEGEND 680 STORM SEWER SANITARY SEWER WATER MAIN SANITARY MANHOLE STORM MANHOLE CATCH BASIN INLET FIRE HYDRANT VALVE AND VAULT FLARED END SECTION STREET LIGHT UTILITY POLE GAS MAIN FENCE MAILBOX SIGN CONTOUR SPRINKLER HEAD CABLE TV UPRIGHT TELEPHONE UPRIGHT GAS VALVE HAND HOLE BUSH TRAFFIC SIGNAL UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE OVERHEAD WIRE(S) ON UTILITY POLES 999.99 TREE WITH SIZE 12" FIR TREE WITH SIZE12" ELECTRIC MANHOLE TELEPHONE MANHOLE TRAFFIC SIGNAL BOX GUARDRAIL WATER VALVE UNDERGROUND CATV LINE RAILROAD SOIL BORING ASPHALT CONCRETE BOLLARD ELECTRIC UPRIGHT WELL FIBER OPTIC LINE COMBINED SEWER UNIDENTIFIED MANHOLE SPOT ELEVATION PK / MAG NAIL RIGHT-OF-WAY MONUMENT DISC IRON / STEEL ROD IRON PIPE CUT CROSS RAILROAD SPIKE GRAVEL W W G G T T E E CATV FO FO E T T E C W G U WETLAND LIMITS EDGE OF WATER B AUXILARY VALVE B BOX EXISTING CONDITIONS AND DEMOLITION PLANUTILITY BOX REMOVE OR RELOCATE EX. x x SIGN/LIGHT POLE REMOVAL CONCRETE PAVEMENT REMOVAL BASE MATERIAL) PAVEMENT REMOVAL (REUSE STONE PAVEMENT REMOVAL (FULL DEPTH) UNDERGROUND UTILITY REMOVAL CURB AND GUTTER TO BE REMOVED CONSTRUCTION FENCE PAVEMENT SAWCUT (FULL DEPTH) x x x x x x RETAIL ABC DEMO PLANS TO BE REMOVED ON DEERBROOK MALL TRANSFORMER AND PAD SHOWN 2PER ARCHITECT04/04/17OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12ET.dgn Default User=dfalda #96 #114 #118 #120 #200 SPRI NKLERT T BUTWTG"STOP"BOLLARD (TYP) "STOP"6' WOOD FENCECOMED VAULTELEC MHAT&T VAULT"STOP" "STOP" "STOP"W/METERSGAS CONNECTI ON LOADING DOCKW/SMALL HANDRAI LLOADI NG DOCK CONC WALLW/HANDRAI LCONC WALLBRI CK WALL"STOP"W/METERGAS CONNECTI ON CONC PADTRANS ON METAL OVERHANGCONC PADTRANS ON LARGE CATCH BASI NLARGE CATCH BASI N"DO NOT ENTER" "STOP"AUTO SPRI NKLERSTREET LI GHTELEC METERSWI TCH BOXF L A G P O L EWALLCONC "STOP"LI GHTLANDSCAPE NO PARKI NG" "15 MPH/LEFT" "KEEPONLY" "AUTHORI ZED VEHI CLES ENTER" "STOP/DO NOT(TYP)BUILDING OVERHANGCONC WALL PLANTERCONC PADTRANS ON AREAENCLOSI NG TRASH BRI CK WALLSPRI NKLER"STOP"ROOF OVERHANGFENCELI GHTSTREET LOADING DOCK GARBAGE COMPACTORENCLOSING TRASH AREA BRICK WALL CONC WALLMETERS3 ELEC BUI LDI NG OVERHANG(TYP)BUI LDI NG OVERHANGCONC WALLCONC WALLCONC PADTRANS ON VAULT& VALVE GAS METER ELEC BOXCONC WALLCONC PADTRANS ONUTI LI TY BOXCONC WALLSPRI NKLERCONC PADTRANS ON CONC PADTRANS ON BUILDING OVERHANGELEC METERC O N C P A D T R A N S O N SPRI NKLER& VALVEGAS METER SPRI NKLERVALVEAUTO SPRI NKLERCONC PADTRANS ON BOLLARD (TYP)CONC STAIRSCONC STAIRSMETERS3 ELEC 6' C H AI N LI N K F E N C E & VALVEGAS METERS #110B ONE STORY BRICK BUILDING #210 ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING #158 TWO STORY BRICK BUILDING "STOP" "STOP"TRENCH DRAI NW/METAL HANDRAILCONC STAIRS HANDRAI LMETALW/HANDRAI LMETAL STAI RCASEW/HANDRAI LMETAL STAI RCASEBUI LDI NGSANI TARY LI FT STATI ONBLOCK 1-STORY CONCBLOCK 1-STORY CONC#260 COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE LI GHTAREA STRUCTURE IN THIS PROBABLE BURIED LOADING DOCK "HANDICAP PARKING" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDICAP PARKING"PARKI NG" "HANDI CAP"HANDI CAP PARKI NG" P A R KI N G" " H A N DI C A P MENS WEAR HOUSE... " SI GN"TJ MAXX...CONC WALL(LOCKED)ON CONC PADACCESS VAULTSNGEOMETRIC PLAN7069.12GM01.DGN GM1 0 40 SCALE 1" = 40' 80 WAUKEGAN ROAD4 25'R158'R 3'R 3'R 3'R3'R3'R 3'R 3'R 3'R3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R3'R3'R 3'R 3'R3'R3'R 3'R 3'R 3'R 222'R 2'R 2'R 9' 9'9' 9' 9' 9' 8' 6'8'5'9' 9' 6.42' 32' 32' 32' 32'14'14'33.83'13.5'10.58'6'5'31.28' 31.48' 31.4' 3'R TO REMAIN EXISTING STRIPING NEW STRIPING PROPOSED 20.33'16'R 3'R3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R3'R 40'R 190'R 3'R 3'R 3'R 3'R 35'R 5 0 'R2.5'R 3'R 3'R 3'R 3'R 8 .5 'R2. 5'R2.5'R3'R 3'R 3'R3'R3'R3'R 3'R 3'R 2 .5' R 2.5'R2.5' R 2.5'R 10' R 55'( 6 @ 9') 154'(17 @ 9') 163'(18 @ 9') 163'(18 @ 9') 154'(17 @ 9') 34.93' 136'(15 @ 9') 118'(13 @ 9') 17' 127'(14 @ 9') 127'(14 @ 9') 126.5'(14 @ 9') 3'R3'R 54.5'(6 @ 9') 45.5'(5 @ 9') 36.5'(4 @ 9') 54.5'(6 @ 9') 54.5'(6 @ 9') 50.5'(2 HC @ 16' + 2 @ 9') 90.5'(10 @ 9') 79.5' (1 HC @ 16 + 7 @ 9') 9.5' 79.5'(1 HC @ 16 + 7 @ 9') 79.5'(1 HC @ 16 + 7 @ 9') 79.5'(1 HC @ 16 + 7 @ 9') 45.5'(5 @ 9') 4 5 °45°202.22'(1 HC @ 16' + 14 @ 9') 103.23' (8 @ 9')45°10'R LEGEND CONCRETE PAVEMENT CONCRETE SIDEWALK DEPRESSED CURB & GUTTER B-6.12 PITCH IN CURB AND GUTTER PARKING RESERVED VAN ACCESSIBLE R7-8 SIGN LEGEND: 1 $250 FINE STOP 30" x 30" R1-1 2 LIMITS OF DISTURBANCE NEW LIGHT DUTY PAVEMENT NEW HEAVY DUTY PAVEMENT (SHOWN FOR REFERENCE ONLY) PROPOSED LIGHT POLE 7.29'5'20.33'13.5'8'13.5'20.33'5'6.83'135'20.5'12.23'12'11'59.27' 6' 31.93' 43.93' 27' 16.37'8.28'CURB AND GUTTER MATCH EX. CURB AND GUTTER MATCH EX. CURB AND GUTTER MATCH EX. CURB AND GUTTER MATCH EX. 6' SKIP 2' WHITE LINE, 1 1 1 1 1 1 1 1 1 2 2 2 FF=60.60± EXISTING BUILDING FF=56.50± EXISTING BUILDING FF=60.00 RETAIL B FF=60.00 RETAIL A FF=59.00 ULTA CURB AND GUTTER MATCH EX. GUTTER CURB AND MATCH EX. 9' (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) PAVEMENT MATCH EX. PAVEMENT MATCH EX. PAVEMENT MATCH EX. PAVEMENT MATCH EX. STOP BAR 24" WHITE STOP BAR 24" WHITE STOP BAR 24" WHITE 10' C-C (TYP.) 12" YELLOW @ @ 11" C-C 2 - 4" YELLOW @ 11" C-C 2 - 4" YELLOW @ 11" C-C 2 - 4" YELLOW (2' WIDE STRIPING, TYP.) CROSSWALK (2' WIDE STRIPING, TYP.) CROSSWALK PLANS PAD - SEE ARCHITECTURAL PROPOSED TRANSFORMER PLANS PAD - SEE ARCHITECTURAL PROPOSED TRANSFORMER ENCLOSURE DETAILS WALL/DUMPSTER PLANS FOR RETAINING SEE ARCHITECTURAL ENCLOSURE DETAILS WALL/DUMPSTER PLANS FOR RETAINING SEE ARCHITECTURAL ENCLOSURE DETAILS WALL/DUMPSTER PLANS FOR RETAINING SEE ARCHITECTURAL5'MATCH EX. STRIPING25.69'36'25.04'36'26.68'36'25.96'36'26.73'27.16'28.2'25'26.08'26.79'25.15'36'26.08'36'6.9'12.09' 8.4' 10.1' 11.69' 7.83' 14.6' 23.67' 8.21' 11'19.5'40.93'38'24'38'39.76'25'41.95'25'26'26'25'8'8.5' 8'8.5'8'8' B-6.12 PITCH OUT CURB AND GUTTER 20'24'38'25'18.5'STRIPING PAVEMENT AND MATCH EX. STRIPING PAVEMENT AND MATCH EX. STRIPING PAVEMENT AND MATCH EX. STRIPING PAVEMENT AND MATCH EX. 3'R3'R 3'R7' 4'126.5' (10 @ 9') 123.82'(2 HC @ 16' + 6 @ 9') 2 . 5' R 2.5' R 40'R 70'R45.53' 4' C-C (TYP.) 4" YELLOW @ 4' 2' WIDE DETECTABLE WARNING (TYP.) 2' WIDE DETECTABLE WARNING (TYP.) 2 NOTES: DETAILS OF THE BUILDINGS AND TRASH ENCLOSURES. 5. SEE ARCHITECTURAL DRAWINGS FOR DESIGN AND CONFORM TO ILLINOIS ACCESSIBILITY CODE. 4. ALL ACCESSIBLE PARKING SPACE SIGNAGE SHALL ON SHEET D1. HANDICAP STRIPING TO BE YELLOW PAINT PER DETAIL UNLESS NOTED OTHERWISE. 3. ALL PAVEMENT MARKINGS SHALL BE WHITE PAINT OTHERWISE NOTED. 2. ALL CURBS AND GUTTERS ARE PITCH OUT UNLESS OTHERWISE NOTED. BUILDING FOUNDATION UNLESS 1. ALL DIMENSIONS ARE TO THE BACK OF CURB OR 3 ' R STOP BAR 24" WHITE 15.96' 16.04' 3' R 3'R FROM LEFT DOES NOT STOP" THAT STATES "TRAFFIC ADD SIGN ON SAME POST UNDER STOP SIGN, FROM RIGHT DOES NOT STOP" THAT STATES "TRAFFIC ADD SIGN ON SAME POST UNDER STOP SIGN, DOES NOT STOP" "ONCOMING TRAFFIC THAT STATES ADD SIGN ON SAME POST UNDER STOP SIGN, SIGN POST DETAILS (TYP.) FOR HANDICAP PARKING NOTE: SEE POST DETAIL ON SHEET D1 PAVEMENT (TYP.) MATCH EX. IN LIMITS SHOWN TO MAKE ROLL CURB SAWCUT EX. CURB WITHIN LIMITS TO BE USED ROLL CURB LIMITS OF ROLL CURB HAVE ROLL CURB ENTIRE ISLAND TO HAVE ROLL CURB ENTIRE ISLAND TO 102/28/17PER ARCHITECT8.4'13.5'R25'R 253.85'R 15.59' 15.96'5'4'R 4'RLIGHT POLE INSTALLATION (TYP.) RESTORE EX. GROUND AT (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. GROUND (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. PAVEMENT LIGHT POLE INSTALLATION (TYP.) RESTORE EX. PAVEMENT AT (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. PAVEMENT (TYP.) INSTALLATION AT LIGHT POLE RESTORE EX. PAVEMENT (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. GROUND STRIPING AND PAVEMENT MATCH EX. 204/04/17PER ARCHITECTOF PAD TO REMAIN AT GRADE. TO VERIFY CONDITION AND ABILITY WITH EX. CONCRETE PAD. CONTRACTOR EX. TRANSFORMER TO REMAIN (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. PAVEMENT OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12GM01.dgn Default User=dfalda #96 #114 #118 #200 SPRI NKLER644.02648.63648.7064 8.74EP=648.75648.76648.77648.83648.85 648.85648. 88 EP=648.9 2648.94 648.97648.97649.006 4 9 EP=649.01649.04EP=649.06649.07649.07649.07649.08FL=649.10649.11FL=649.12649.13 649.13649.14649.16649.16TC=649.17649. 1 8T C=649.20649.20649.21EP=649.29EP=649.32EP=649.35EP=649.38FL=649.39EP=649. 3 9FL=64 9.41 649. 4 5649.45649.46FL=649.49EP=649.50FL=649.50FL=649.51EP=649.51EP=649.52EP=64 9.52TC=649.54 649 .55 649.56EP=649.56FL=649.59FL=649.59 FL=649.60TC=649.60 649.60 649.60EP=6 49. 62 FL=649.62EP=649.62649.62EP=649.63649.64649.64 649.64EP=649.65FL=649.67649.67649.68FL=649.68FL=649.71FL=649. 7 2649.74EP=649.74649.75649.76649.77TC=649.78FL=649.78TC=649.79TC=649.81TC=649.8264 9.83TC=649.90649.91TC=649.91649.92TC=649.92EP=649.93 EP=649.97649.98 EP=649.996 5 0 650650 650 650FL=650.00 FL=650.01TC=6 50.01TC=650. 0 3EP=65 0.03FL=650.05EP=650.05TC=650.06EP=650.07 EP=650.08650.08FL=65 0.08EP=650.09TC=650.09 650.10FL=650.10650.11 TC=650.11650.11TC=650.11TC=650.13EP=650.13TC=650.1365 0.14650.16 TC=650.16FL=650.1665 0.19 TC=650.19650.19 650.23650.24FL=650.25EP=650.26650.31650.31FL=650.32650.33650.34EP=650. 3 4EP=650.36EP=650.37 650.37 TC=650.37 650.39650.39TC=650.40 650.40650.40650.40650.41T C=65 0.4 1 650.41FL=650.42650.42EP=6 5 0.4 3 EP=65 0.44EP=65 0.45EP=650.45650. 4 6FL=650.46EP=650.46EP=650.46650.46TC=650.46EP=650.47650.47650.47TC=650.47EP=650.47TC=650.476 50.48650.48650.48 65 0.48EP=650.50650.51650.51650.51TC=650.51650.51EP =65 0.52 FL=650.52FL=650.53EP=650.53650.54TC=650.54FL=650.54FL=650.54FL=650.54 FL=650.55EP=65 0.56EP=650.56 650.56650. 5 7TC=650.57EP=650.58EP=650. 59EP=650.59FL=650.59FL=650. 5 9650.59650.60 FL=650.60FL=650.60EP=650.60650.60FL=650.60FL=650.61TC=650. 61EP=650.61650.62650.62TC=650.63FL=65 0.63FL=650.63EP=650.64FL=650. 64 EP=650.66FL=65 0.66EP=650.66FL=650.67650. 6 7EP=650.67EP=650.67FL=650.67650.6865 0.69EP=650.69650.69TC=650.70650.71 EP=650.72FL=650. 72 FL=650.72 EP=650.72650.73650.74FL=65 0.74FL=650.74EP=650.74EP=650.74650.74650.75FL=650.76650.76FL=650.76EP=650 .76650.77FL=650.78EP=650. 7 9650.79650.79FL=650 .79 FL=650.79650.79EP=650.80FL=650.80650.80650.82TC=650.83EP=65 0.83FL=65 0.83650.84FL=650.85EP=650.86EP=650.86650.86650.87EP=650.87 EP=650.88EP=65 0.88FL=650.88650.88650.89F L =650.89650.90TC=650. 90 TC=650.91 E P =6 50 .91650.91EP=650.91 FL=650.92650.92TC=650.92650.93650.936 50.93TC=650.94FL=6 50.94FL=650.94650.94TC=650.94TC=650.95 TC=650.95FL=650.96650.96EP=650.9665 0.97TC=650.97 EP=650.97650.97EP=650.99650.99650.9965 0.99650.99FL=650.99FL=651.00651651651 651 651 651 651 651651 6 5 1 651 6 5 1 6516516 5 1 651 65 1 TC=651. 0 0TC=651.00651.00FL=651.01651.01TC=651.01651.01TC=651.02TC=651.02FL=651.02FL=651.02651.03TC=651.0365 1.04651.04EP=651.056 5 1.05 651.06651.06TC=651.06 EP=651.06TC=651.06EP=6 51.06TC=651.07 TC=651.07TC=651.07TC=651.07TC =651.08651.08TC=651.09651.09651.10651. 1 0FL=651.11TC=651.11EP=651.12TC=651.12651.12TC=651.12 EP=651.13FL=651.13TC=651.13651.13EP=651.13651.13TC=651.14 TC=651.14651.14651.14 FL=651.14651.14EP=651.15651.15651.15 651.15EP=651.15EP=65 1.15EP=651.16TC=651.16651.16651.16TC=651.16EP=651.17TC=651.17EP=651.18TC=651.18 EP=651.18651.19651.19FL=651.19651.19TC=65 1.19FL=651.20651.20TC=651.20651.20EP=651.20FL=651.21EP=651.21EP=651.21EP=651.21651.21651.21651.21651.21FL=651.21FL=651. 2 2651.22FL=651.22651.226 5 1 .2 2 FL=651.22TC=651.22FL=651. 2 2EP=651.23EP=651.23651.23EP=651.23EP=651.23TC=651.23 TC=6 51 .23651.23651.23EP=651.23TC=651.24TC=651.24TC=651.24TC=651.24EP=651.24651.24FL=651.24651.25651.25EP=651.25 FL=651.25TC=651.25 EP=651.25EP=6 51.25FL=651. 2 6651.26651.26FL=651.26651.26651.28 FL=651.28FL=651.28T C =6 5 1.2 8 FL=651.28FL=651.29FL=651.29651.29 EP=6 51.29651.30FL=651.30651.30FL=651.31TC=651.31FL=651.33FL=651.3365 1.33EP=651.33TC=651.33FL=651.34T C =651.34651.35651.35FL=651.35651.36651.36EP=651.36EP=651.37FL=65 1.37EP=651.37EP=651.38651.38TC=651.38EP=651.38651.38FL=651.38EP=651.39TC=651.39FL=651.39EP=651.40TC=651.40FL=651.40FL=651. 40TC=651. 4 0651.40651.40EP=651.40651.40651.40FL=651.41TC=651.41FL=651.41 65 1.41FL=651.42651.42FL=651.42EP=651.43TC=651.44EP=651.44TC=651.45651.45651.45651.45 FL=651.46651.46FL=651.46651.47TC=651.47EP=651. 47 TC=651.47EP=651.48651.48EP=651.48TC=65 1.48651.48EP=651.48FL=651.48EP=651.49FL=651.49FL=651.49EP=651.49TC=65 1.50EP=651.51EP=651.51TC=651. 5 1EP=651.51EP=651.51EP=651.51651.53EP=651.5365 1.53FL=651.54FL=651.54651.54EP=651.55FL=651.56FL=651.57EP=651.57TC=651.57EP=651.58FL=651.58FL=651.58FL=651.58FL=651.59FL=651.59 FL=651.60EP=651.60FL=65 1.60651.60TC=651.60EP=651.61FL=651.61EP=651.61TC=6 51.61651.61 EP=651.6365 1.63EP=651.63TC=651.63TC=651.63FL=651. 6 3TC=651.64TC=651.64TC=651.64 651.64651.64FL=65 1.65FL=651.65TC=651.65EP=651. 6 5EP=651.66EP=651.66651. 6 6TC=651.66TC=651.66EP=651.66TC=651.6765 1.67EP=651.67EP=651.67TC=651. 6 7TC=651.67EP=651.67651.67 651.68FL=651.68 TC=651.68TC=651.69TC=6 51.69651.69EP=651.69TC=651.69FL=651.70EP=651. 7 0TC=651.70EP=651.70TC=651.70 FL=651.71651.71 FL=651.71TC=651.72EP=651.72FL=651.72 EP=651.72FL=651.73FL=651.73TC=651.73FL=651.73651.74FL=651.74FL=65 1.74TC=651.74FL=65 1.74 651.74EP=651.75FL=651.75EP=651.75651.75EP=651.75EP=651.76TC=651.76TC=65 1.77FL=651.77TC=651.77651.7765 1.77FL=651.77651.77TC=651.78FL=651.78651.78TC=651.78651.79TC=651.79EP=651.79FL=651.80651.81EP=651.81651.82 FL=651.82TC=651.82TC=651.82651.82 FL=651. 8 3651.83TC=651.83EP=651.83TC=651.83651.84TC=651.85651.85 651.86FL=651.86TC=651.87 FL=651.87TC=651.87651.87TC=651.8865 1.89651.89651.89651.90651.9065 1.90TC=651.91EP=652.27651.91FL=651.92TC=6 51.93651.94 65 1.95TC=651.96TC=65 1.96TC=651.97TC=651.97TC=651.97651.97TC=651. 9 7651.98651.98651.99651.99TC=651.99TC=652.00652.00652652 652 652652652652652652 65 2 652 652652TC=652.01652.01652.01 TC=652.01652.01652.03652.03652.04EP=652.04FL=652.0565 2.05 TC=65 2.05652 .0 6 652.06TC=652.06FL=652.43TC=6 52.07 TC=652.08TC=652.09652.09 65 2.11652.11TC=652.13TC=652.13652.14TC=652.14TC=652.14TC=652.14TC=652.15EP=652.15TC=652.16TC=652. 1 6TC=652.16652.16652. 16 652.16TC=652.17TC=652.17652.18TC=652.19652.19EP=652.19TC=652. 20 TC=652.2065 2.21EP=65 2.22TC=652.22TC=652.23EP=652.23EP=652.23TC=652.25TC=652.25652.25FL=651.81TC=65 2.26EP=652.27EP=652.27652.28TC=652.28TC=652.28EP=652.28FL=652.28TC=652.29EP=652.29EP=652.29EP=65 2.30FL=652.316 52.31FL=652.31FL=6 52.31652.32FL=652. 3 2EP=652.33FL=652.336 5 2.33 TC=6 52.34652. 3 4652.34EP=65 2.34EP=652.34FL=652.34EP=652. 3 5FL=6 52.35FL=65 2.35EP=652.36FL=652.36652.366 52.36652.37652. 3 8652.38652.39652.40FL=652.40652.41EP=652.42652.42FL=652.42FL=652.43652.43EP=6 52.43TC=652.80 EP=652.44FL=652.44652.44FL=652.45FL=652.47EP=652.47TC=652.48652.50EP=652.50652.5265 2.52EP=65 2.52652.53652.55652.55EP=65 2.56EP=652.56FL=65 2.57652.57FL=652.59 652.59EP=652.60652.60 FL=652.606 5 2.61 652.61FL=652.62652.63FL=652.64TC=652.64652.64EP=652.64652.65FL=652.65652.6565 2.65652.66652.66FL=652.66EP=65 2.68EP=652.69FL=652.69EP=652.69EP=6 52.69EP=652.70EP=652.71EP=652.71EP=652.72 TC=652.72FL=652.74TC=652.74TC=652.74TC=652.75TC=652.76EP=652.76EP=652.76TC=652.77EP=652.77652.77 EP=652.77FL=652.776 5 2.7 8 FL=652.78EP=652.78TC=652.79FL=652.79 6 52.80 TC=652.80FL=652.80TC=652.80652.81 FL=652.82652.83T652.83TC=65 2.83652.83TC=652.84TC=65 2.85652.85 652.85FL=652.86FL=652.866 52.87 TC=652.87652.88TC=652.88652.89EP=652.89652.89T652.90TC=652.90TC=652.90EP=652.90EP=652.91 6 5 2.9 2 652.93652.93652. 9 4652.946 5 2.9 5 652.95652.95EP=652.96EP=652.966 52.96TC=652.97EP=652.97FL=652.97652.98652.98 TC=652.98 65 2.99653653 6536536536 53 653 653653.00FL=653.00FL=65 3.00653.01653.01653.01653.0265 3.02EP=653.03653.03EP=653.036 5 3.0 4 EP=653.04TC=653. 04 TC=653.04 653.05TC=653.05TC=653.05TC=653. 05 EP=653. 06 653.06EP=653.07653.0 7 EP=653.07EP=653.08EP=653.08FL=653.08FL=653.08TC=653.08FL=653.09EP=65 3.09653.09TC=653.09TC=653. 1 0653.11653.11653. 1 1653.11FL=653.12EP=65 3.12 EP=653.13653.13653.13 FL=653.14FL=653.14EP=65 3.15 653.15EP=653.15TC=653.16EP=653.16653.17653.17FL=653.17653.18EP=653.18FL=653.18EP=653.18 TC=653.19653.19EP=653. 1 9653.19EP=653.20FL=653.22FL=653.22653.22653.23FL=653.23EP=653.23EP=653.23TC=653.24FL=653.24FL=653.25653.25TC=653.27TC=653. 27653.27653.28TC=653. 28 6 53.28FL=653.28EP=653.28TC=653.28FL=653.29653.29EP=653.29653.29653.29FL=653.29653.306 53.30653.30FL=653.30 TC=653.31653. 3 165 3.32653.32EP=653.32FL=653.32TC=653.33EP=653.34653.34653.35653.35EP=653.35653.36653.37EP=653.37FL=653.38TC=653.386 53.38TC=653.39EP=6 53.39653.41EP=653.41EP=65 3.41TC=653.41FL=653.41653.43FL=653.43EP=653.43653.44653.44FL=653.45EP=65 3.46 FL=653.46EP=653.46TC=653.47FL=653.47EP=653.47EP=653.48TC=653.48TC=653.49FL=653.49FL=653.49TC=6 53.50653.50653.50TC=653. 5 1TC=653.51EP=653.51EP=653.51TC=653.52EP=653.52FL=653.52FL=653.53FL=653.53EP=653.54EP=653.55EP=653.55FL=653.55FL=653.56653.57TC=653.57FL=653.57653.57EP=653.58EP=653.58EP=65 3.58653.59EP=653.59EP=653.60TC=65 3.60FL=653.60EP=653.61653.61EP=653.61 65 3.61 FL=653.62653.62FL=653. 62 653.62653.6 2 FL=653.63TC=653.63FL=65 3.64FL=653.65EP=653.65TC=653.65653.65653.65FL=653.65TC=653.65EP=653.65EP=653.656 5 3.6 5TC=653.66TC=653.66653. 67 EP=653.67EP=653.67653. 6 7EP=653.67TC=6 53.68TC=653.68TC=653.68FL=6 53.68 TC=653.68653.69FL=653.69FL=653.69FL=653.69653.69 EP=653.69FL=653.69EP=653.69653.69TC=653.70EP=653.70FL=653.70 TC=653.70EP=653.70TC=653.70653.71653. 71 FL=653.7165 3.72FL=653.72TC=653.72653.73FL=653.73653.73TC=653.73FL=653.73EP=653.73TC=653.74 EP=653.74EP=653.74TC=653.74 653.75EP=653. 7 5FL=653.75FL=653.75EP=653.75653.75FL=653.76653.77EP=653.77EP=653.78FL=653.78EP=653.78653.78 FL=653.79EP=653.79FL=653.79EP=653.80 FL=653.80 FL=653.80EP=653.80TC=653.80EP=653.81TC=653.81653.81TC=6 53.82FL=653.82EP=653.8265 3.82FL=653.83FL=653.83653.83EP=653.84FL=653.84EP=653.84FL=653.85EP=653.85FL=653.85653.86TC=653.86 FL=653.87FL=653.87TC=653.87EP=653.88TC=653.88TC=653.88653.89EP=653.89EP=653.89EP=653.91FL=653. 9 1TC=653.91FL=653.91653.91EP=653. 91 FL=653.92653.92EP=6 53.93 653.93TC=653.93653.93EP=653.94FL=653.94653.94653. 9 4FL=653.94EP=653.95EP=653.95TC=653.95FL=653.95EP=653. 96TC=653.97TC=653.97FL=653. 9 7FL=653.9865 3.99FL=653.99EP=653.9965465 4 654654654 654 654654 FL=654.00EP=654.01654.01FL=654.01FL=654.02TC=65 4.02TC=654.02TC=654.03EP=654.03FL=654.03654.03EP=654.03654.04654.04654.04654.04TC=654.05654.05TC=654.05TC=654.05TC=654.05EP=654.05654.06TC=6 54.06FL=654.07TC=654.076 54.07 654.07FL=654.08TC=654.08TC=654.0865 4.10654.10654.11TC=654.11TC=654.12654.12TC=6 54.12654.13TC=654.13 TC=654.13TC=654.13TC=654.14TC=654.15 654.15 FL=654.16TC=65 4.17TC=65 4.17TC=6 54.17EP=654.18EP=654.18EP=654.18654.18TC=654.19TC=654.19654.19654.19TC=654.20FL=654.20EP=65 4 .20 EP=654.21FL=654.21TC=654.21TC=654.21TC=654.22TC=654.22654.23654.23TC=6 54.23FL=654.23654.23EP=654.24EP=654.24654.24EP=654.24TC=6 54.24654.24TC=654.24654. 25654.25654.25TC=654.25EP=654.25TC=654.26654.26TC=654.26FL=654.27654.27EP=654.27EP=654.28FL=654.28FL=654.28EP=654.29FL=654.30FL=654.3065 4. 31 TC=65 4.31EP=654.31EP=654.31FL=654.31EP=654.31EP=654. 3 1654.32EP=654.33654.33654.33TC=654.34EP=65 4.34TC=654.34EP=654. 35654.35EP=654.35FL=654.36TC=654.36TC=654.37FL=654.38TC=654.38FL=654.38TC=654.38654.38TC=654.39654.39654.39 FL=654.39654.39654.40654.40EP=654.40FL=654.40TC=654.40FL=6 54.40TC=654.40EP=654. 4 0FL=654.41FL=654.41FL=654.4165 4.41654.42EP=654.42EP=654.42EP=654.42654.43FL=654.43EP=654.43EP=654.44EP=654.44TC=65 4.44EP=654.44EP=654.44654.44654.45FL=654.45TC=654.45TC=654.46EP=654.46EP=654.47EP=654. 4 7FL=654.47FL=654.47EP=654.48EP=654.48TC=654.48654.49FL=654.49 FL=654.50FL=654.51FL=654.516 54.52EP=654.52TC=654.53654.53EP=654.53TC=654.54FL=654.54EP=654.55FL=6 54.55654.55FL=65 4.55FL=654.55FL=654.56EP=654.56FL=654.57654.57EP=654.57EP=654.57FL=654.58654. 58FL=654.59EP=654.60EP=654.60FL=654.6065 4.60EP=654.61FL=654.61654.61FL=654.61EP=654.61654.62EP=654.63TC=654.63654.63TC=654.63EP=654.63FL=65 4.64 654.64TC=654.65 FL=654.65FL=6 54.65FL=654.65FL=6 54.66EP=65 4.67TC=654. 68FL=6 54.68TC=654.69654.70FL=654.70EP=654.70654 .71EP=654.71654.71FL=654.71654.71TC=65 4.72EP=654.72654. 7 3654.73TC=654.73 TC=654.73654.73FL=654.74TC=654.74654.75FL=654.76TC=654.76TC=654.76EP=654.76TC=654.77TC=654.77654.78654.80FL=654.81654.81 TC=654.82TC=654.82TC=654.82TC=654.82654.83 TC=654.83FL=654.83 654.83TC=654.83EP=654.83TC=654.83TC=654.85TC=654.86 FL=654.86TC=654.87TC=654.88TC=654.88TC=654.88TC=654.8865 4.88 654.89TC=654.89654.89EP=654.89TC=654.89EP=654. 9 0654.91EP=654.91EP=654.91TC=654.92EP=654.92 TC=654.93TC=654. 9 3EP=654.93654.94654.94FL=654.95EP=654.95 FL=654.96EP=654. 9 7TC=654.98TC=654.98TC=65 4.98TC=654.99654.99655655655655655655655655655 655TC=655.01TC=655.01TC=655. 0 1FL=655.01 655.02TC=655.02 EP=655. 0 2655.02TC=655.02EP=655.02FL=655.03TC=6 55.04TC=655.04655.05TC=655.06655.06 655.07 655.07TC=655.07TC=655. 0 8655.08TC=655.08655.08655.09TC=655.0965 5.09655.11FL=655.11TC=655.11EP=655. 1 2655.12EP=65 5.13TC=6 55.13TC=655.13FL=655.13655.14655.15 TC=655.15 EP=655.15TC=655.15TC=655.16655.16EP=655.16TC=655.16EP=655.16FL=655.16655.16655.17TC=655.18FL=655.18FL=655.19TC=65 5.20EP=65 5.20655.22655.22655.22 655.22FL=655.22TC=655.22 655.22655.2365 5.25 655.25 EP=655.26TC=655.26FL=655.26FL=655.26TC=655.27TC=655.28655.28 655.30655.32655.32 655.33655.33EP=655.34655.34FL=655.35EP=65 5.37655.39655.39 65 5.39655.40TC=655.40 6 55.40655.41TC=655.41655.41655.41TC=655.41655.42655.43655.43EP=655.44TC=655.44BTC=655.44 FL=655.45655. 46 TC=655.47 655.47 655.47 FL=655.48TC=655.48TC=655.4865 5.49655.49655.49655.49FL=6 55.49655.50 EP=655.50 FL=6 55.50 EP=655.51655.51 655.52655.52655.52655.52655.53655.53TC=655.53 65 5.53655.53655.53655.54TC=655.54655.54 EP=65 5.55655.56TC=655.56TC=6 55.57 655.58 655.58655 .59TC=655.59655.60 FL=655.60TC=655.60655 .60 TC=655.61EP=655.61655.62655.62655.6465 5.64655.65655.66FL=65 5.66FL=655.67EP=655.68FL=655.68EP=655.69TC=655.69EP=655.70655.71EP=655.72 TC=655.73655.73 655.74TC=655.74 TC=655.74TC=655.74655.75 655.75 655.75655. 7 7655.7765 5.78655.78FL=655.78655.79655.79655.796 55 .79 655.79655.806 55.81655. 8 3655.83655.84 TC=655.84 655.85 655.85 655.85655.85655.86655.86 655.87655.87655.88655.8965 5.89655.89UTC=655.90655.90 TC=655.91TC=655.92655.936 5 5.9 4 TC=655.94TC=655.94655.96655.96655.97 655.97 655.98655.98655.98655.98 TC=655.99655.99EP=655.99655.99655.99EP=656.0065 6 6566566566566566566 5 6 656656656 656656.00656.01FL=656.01 EP=656.01EP=656.02FL=656.02FL=656.02FL=656.04656.04 EP=656.06 656.06 656.06656.06TC=656. 07TC=656.08656.09656.09656.10 TC=656.10 FL=656.10656.10656.11EP=656.12656.12 EP=656.12656.1265 6.13656.13 FL=656.13FL=656.146 5 6.14EP=656.14656.156 56.1565 6.16 656.16656.16TC=656.17FL=656.17 656.18 656.18 656.18656.18TC=656.18EP=656.18656.18FL=656.18EP=6 56.19656.19656.19656.22656.23656.236 5 6.2 3 656.246 5 6.2 4656.24656.24656.25656.25FL=656.25656.26656.26656.26656.2665 6 .26 EP=656.26TC=656.27656.27FL=656.27TC=65 6.28656.28656.29656.29656.29656.29656.29 EP=656.306 5 6.3 0 EP=656.31656.32EP=656. 32 656.33656.33656.33FL=656.34656.34656.34EP=656.34656. 34 656 .35 656.35FL=656.35FL=656.35656.36656.36656.38656.3865 6. 3 8656.38 656.38656.38 656.38656.38656.39FL=6 56.39 656.40FL=656.40EP=656.40656. 40 656.406 56.41656.41656.42656.426 5 6 .4 3656.43656.43656.43656.436 5 6.4 3 6 5 6.4 3656.44656.4565 6.45656.45656.45656.45656.45656.45656.46 FL=656.46TC=656.47656.48656.48656.48656.48656.48656.49TC=656.49EP=656.49656.49656.49656.50EP=6 56.50656.50 TC=656.506 56.51656.51 TC=656.51656.52FL=656.52 TC=656.52656.52656.52EP=656.53656.53TC=656.53656.53EP=656.53656.53656.54656. 5 4656.55656.55 TC=656.55656.56FL=656.56656.56 TC=656.56TC=656.57656.57656.57FL=656.57656.58TC=656.58656.58656. 5 8656. 5 8656.58656.59656.59656.59656.596 56.596 56.606 56.60656.61656.62656.62 T656.64TC=656.64 TC=656.656 5 6.6 5656.65656.65656.65 6 56.66656.66656.66656.67TC=656.67656.67656.68 656.69656.70656.70656.71TC=656.71656.72TC=656.72EP=656.73TC=656.73656.73 656.74 656.74656.74FL=656.74 656.74656.75TC=656.76656.76656.76 EP=656.77656. 7 7FL=656.77656.78656.79656.79EP=656.79656.79 FL=656.80656.80TC=65 6.81TC=656.81656.81TC=656.81656. 8 2656.83656.83TC=656.8465 6.84TC=656.86FL=656.86TC=656.88656.88EP=656.90 656.91TC=656.92TC= 6 5 6.9 3656.93TC=656.94656.94656.99656.99EP=657.00FL=657.006576576576576 5 7 657 TC=657.00657.01TC=657.02TC=65 7.02657.03657.03657.03 EP=657.04 657.07TC=657.09EP=657.10 657.11657.11657.14657.14EP=657.20657.22TC=657.22657.22TC=657.26657.26657.27657.28FL=657.28 TC=657.28FL=657.30 FL=657.32EP=657.32657.33EP=657.34 657. 3 4657.35EP=657.37EP=657.38TC=657.42TC=657.43EP=657.45EP=657.46FL=657.46 FL=657.46FL=657.47657.47EP=657.49 FL=657.49657.49FL=657.50657.51657.52657. 5 3FL=6 57.53EP=657.54657.55FL=657.55657.56EP=657.56FL=657.57 65 7.57FL=657. 57 EP=657. 5 8657.59EP=657.60EP=657.60EP=657.61FL=657.61 EP=657.62EP=657.62FL=657.62657.63FL=657.63657.63FL=657.63FL=657.64EP=657.67 TC=657.67 FL=657.69 FL=657.69EP=657.70TC=657.70 FL=657.70EP=657.70EP=657.70657.71EP=657.72657.72 657.72657.72EP=657.72 EP=657.73 TC=657.73FL=657.73EP=657.74657.74EP=657.74FL=657.74FL=65 7.75EP=657.75FL=657.75657.76 FL=657.77FL=657.77 EP=657.77EP=6 57. 7 8EP=657.78EP=657.78EP=657.79EP=65 7.79FL=65 7.80657.80FL=657.80657.80EP=657.80EP=657.80FL=657.81EP=657.81 FL=657.81TC=657.81 657.81657.82FL=657.82EP=657.82FL=657. 8 2EP=657.83FL=657.83 EP=657.836 5 7.8 4EP=657.84FL=657.84FL=657.84657.85657.85FL=657.85EP=657.86FL=657.86FL=657.87657.88FL=657. 8 8657.90EP=657.91657.91TC=657.92FL=657.92FL=657.92EP=657.92 FL=657.92657.93EP=657.93TC=657.93 FL=657.93 TC=657.94FL=657.94TC=657.94EP=657.94EP=65 7.94TC=657.94EP=657.96FL=657.96EP=657.97FL=657. 9 7FL=657.98 FL=658.0065865865865865 8 6586586 5 8658658EP=658.00 658.00FL=658.02FL=65 8.02TC=658. 0 3TC=65 8.04TC=658.04EP=658.04 TC=658.05 TC=658.05EP=658.05TC=658.06 658.06TC=658.06FL=658.07658.07EP=658.07TC=65 8.08TC=658.08658. 0 8TC=658.09FL=658.10TC=658.10TC=658. 11658.11 658.13658.13 TC=658.1365 8.13TC=658.14658.14 658.1565 8.156 58 .15 TC=658. 1 5658.15 TC=658.15658.1565 8.15658.16EP=658.16TC=658.16TC=65 8.16658.16 TC=658.16658.16658.17 658.17FL=658.17TC=65 8.17EP=658.18FL=65 8.18658.19 658.19658.1965 8.20658.20TC=6 58.21658.21658.21 658.22TC=658.22658.23TC=658.23EP=658.23TC=658.23FL=658. 2 4658.24658.24 TC=658.24TC=658.24TC=658.25FL=658. 2 5TC=658.25658.25TC=658.26 FL=658.26658.27658.27 658.27EP=65 8.28658.28TC=658.28TC=658.29658.29658.29658.29658.30TC=658.30TC=658.32TC=658.32T C= 6 5 8.3 3 658 .33 TC=658.33FL=658.34658.34658.34658.35 TC=658.35658.35TC=6 58.35TC=658.36658.37TC=658.37EP=658.37TC=658.38TC=658.39658. 39TC=658.40658.41TC=658.42 658.42 658.43 658.43 EP=658.43658.43TC=6 58.4365 8.43658.44 FL=658.44TC=658.45TC=658.45 FL=658.45658.45TC=658.45TC=658.45TC=658.46TC=658.47TC=658.48TC=658.48 658.486 58.50658.50TC=658. 5 065 8.51 658.51TC=658.52 658.52 6 58 .52 FL=658.52TC=65 8.54658.54 TC=658.56TC=658. 5 6658 .57 658.576 5 8.57EP=658.57TC=65 8.57FL=658.58TC=658.58TC=65 8.61TC=658.61658.62TC=658.62TC=65 8.62 EP=658. 63TC=658.63658.63658.64658. 64 65 8.6465 8.65 658.66658.66 6 5 8.6 7658.68TC=658.69TC=658.70TC=658.71658.726 58.72TC=658.73EP = 6 5 8. 7 3658.73T C=65 8.75 658.75TC=658.75 658.76 TC=658.77 EP=658.77658.77658.78TC=658.78TC=658. 8 1FL=658.81 658.83658.84658.85 TC=658.86 TC=658.87 TC=658. 88658.89TC=658.90658.92658.92658.93 658.94 TC=658.95 658.95 TC=658.95EP=658.95658.96 658.97658.98EP=658.99659659659659659 659659659659659 6596 5 9 659 TC=659.006 59.00TC=659.01659.01TC=659.03FL=659.04TC=659. 0 4EP=659. 0 5FL=659. 0 5FL=659.06EP=659.06EP=659.06659.07 659.07659.07659.07FL=659.09EP=659.09EP=659.10FL=659.10FL=659.11659.12FL=659.12EP=659.13FL=659.14EP=659. 14EP=659.14EP=659.15EP=659.15TC=659.15659.15 FL=659.16659.17FL=659.17EP=659.17EP=659.18FL=659.18EP=659.19FL=659.20TC=659.20 FL=659. 2 0EP=659.20EP=659.21EP = 6 5 9.2 2EP=659.22EP=659.23 TC=659.23 EP=659.24EP=659.24EP=659.25FL=659.25EP=659.25FL=659. 25 659.26FL=659.26FL=659.26EP=659.26EP=659.27EP=65 9.27659.27FL=659. 2 7FL=659.27EP=659.28EP=659.28EP=659.28EP=659.28659.29EP=659. 2 9FL=659.29FL=659.29EP=659.29FL=659.29FL=659.30 FL=659.30EP=659.30FL=659.30659.30FL=659. 30FL=659. 3 1FL=659.31EP=659.31EP=659.31FL=659.31EP=659.32EP=659.32 EP=659.32EP=659.32TC=659.32 EP=659.33FL=659.33EP=659.33FL=659.33 EP=659.33FL=659.34FL=659.34EP=659.34EP=659.34 EP=65 9.34FL=6 59.34FL=659.35FL=65 9.35FL=659.35FL=659.35 FL=659.35FL=659.36EP=659.36 T C=6 5 9.3 6 659.36FL=659.36FL=659. 3 6FL=659.37EP=659.38659.38EP=659.38FL=659.39EP=659.39EP=659.39659.40 EP=659.40FL=659.40EP=659.41EP=65 9.42659.42FL=659.42 FL=659.43FL=659.43FL=659.43659.44TC=659.44FL=659.45659.45659.45FL=659.45EP=65 9.45EP=65 9.45FL=659.45FL=659.46TC=659.47FL=659.47EP=659.47FL=659.48TC=659.49TC=659.49EP=659.50EP=659.52FL=659.52TC=659.53FL=659.53FL=659.53EP=659.53TC=6 59.54EP=659.54FL=659.54EP=659.54FL=659.54FL=659. 54EP=659.55EP=659.55659.56 TC=65 9.56 EP=659. 57 TC=659.57 659.57EP=659.58TC=659.58TC=659.58EP=659.58659.59 FL=659.59FL=659.59659.59FL=659.59659.59TC=659.60659.60TC=659.60FL=659.61659. 62 TC=659.62EP=659.62FL=659.62TC=659.63TC=659.636 5 9.63 EP=659.64EP=659.64EP=659.65TC=659.65FL=659.66TC=659.66EP=659.67 FL=659.67 EP=659.67EP=659.67FL=659.67EP=659.68TC=659.68TC=659.69TC=65 9.69TC=659.69TC=659.70FL=659.70FL=659. 70 659.71 TC=659.71FL=659.71TC=659.72TC=659.72TC=659.72TC=659.72FL=659.72TC=659.73 FL=659.73TC=659.73659.74EP=659.74FL=659.75TC=659.75TC=659.75659.76 T C=659.76TC=6 59.76TC=659.76 659.76TC=659.76659.77TC=659.77 TC=659.77TC=659. 78TC=659.78FL=659.78TC=659.78TC=659.78TC=659.79TC=659.79TC=659.79EP=659.79TC=65 9 .80 EP=659.80 TC=659.80TC=659.81EP=659.81FL=659.81EP=659.81TC=659.81TC=659.82TC=659.82FL=659.8365 9.83659.83 659.84 TC=659.85 FL=659.85TC=659.85EP=659.85TC=659.86TC=659.86TC=659.86TC=659.86TC=659.87TC=659.88659.88659.88EP=659.88T C=6 5 9.8 9659.89TC=659.89TC=65 9.90TC=659.91TC=659.91TC=659.91EP=659.92FL=659.93659.94659.94TC=659.94 659.94TC=659.94659.94659.95TC=659.95 FL=659.96EP=659.96TC=659.96FL=659.98EP=659.99FL=660.00FL=660.00660.00660 660660660660660660660660660660 6606 6 0 660 FL=660.00TC=6 60.01660.01EP=66 0.01TC=66 0.02TC=660.02660.03TC=660.03660.04 TC=660.04EP=660.04660.0466 0.04TC=660.04660.05 TC=660.056 6 0.0 7 TC=660.07 TC=660.07 EP=660.08TC=660.08TC=660.09EP=660.09660.10 TC=660.11TC=660.12660.12 660.12TC=660.12TC=660.12TC=660.13TC=660.13 660.13660. 1 3TC=660.15TC=660.18660 .18 TC=660.19660.19660.19660.19660.20660.21660.21660.22660.23660.24660.24 TC=66 0.24TC=660.24TC=660.26 660.26660 .26 660.26TC=660.27TC=660.28TC=660.28660.28660.31660.3166 0.32 EP=660.33660.33660.33TC=660.34FL=660.34660.34 660.35660.36660.36660.37TC=660. 38660.38TC=660.38660.38TC=660.38660.38660.396 6 0. 3 9660.39 660.40660.40660.4166 0.41660.41660.41660.42660.4266 0.42660.42 660.43TC=660.43660.43TC=660.436 60.43 660. 4 3660.43660. 4 46 60.44660.44TC=66 0.456 6 0.4 5 66 0.45660.45660.45 660. 45 660.45660.4666 0.46660.46660.4666 0.47 660.46TC=660.47TC=660.47660.47 660.476 60.4766 0.476 60.47660.48660.4866 0.48660.48W660.48660. 4 8660.49660.50660.50TC=660.51660.51660.51660.52 660.52 660.53660.53 TC=660.53660.53660.53660.53660.53660.54TC=660.54 660.54660.54660.54660.55660.56660.56 660.56 660.56660.57TC=660.58660.58 EP=660.58 660.59660.61660.626 60.62 660.63660.63660.64660.65TC=660.65 660.66TC=660.67EP=660. 6 8660.68660.68 T C =660.7 1 TC=660. 71660.71FL=660.71660.7266 0.7 3 TC=660.74660.78T660.78660 .79 660.83660.8 4 66 0.84660.84660.85660.89660.89660.90660.93660.95660.96660. 9 7660.98 6 6 1 661661 661 661 661 6 6 1 66166 1.0 2 661.04661.04661.05 661.05EP=661.06661.06661.08TC=661.09TC=661.12EP = 6 6 1.1 2TC=661. 13 661.13FL=661.14TC=661.17661.17661.18661.20661.20 EP=661.25TC=661.25661.27661.28EP=661.29661.29 661.31 661.32661.33EP=661.35TC=661.37 EP=661. 3 8TC=661.38 EP=661.39661.40EP=661.41FL=661.41661.41 661.43TC=661.43FL=661.45TC=661.4766 1. 4 9EP=661.50661.51EP=6 6 1. 5 3 661.53 66 1.54FL=661.54 6 61.56TC=661.56 EP=661.57661.586 61.58TC=6 61.60FL=6 61.61FL=661.62TC=661.65TC=661.65TC=661.65TC=661.65 TC=661.65FL=6 61.66661.66 EP=661.67EP=66 1.67661.67 661.68TC=661.68 661.68 EP = 6 6 1.6 9661.71661.71661.7266 1 . 7 2 661.756 61.76661.76EP = 6 6 1.8 0661.80661.81661.81 TC=661.83 661.83 661.83661.84 661.84 6 6 1. 8 5 661.8566 1 .85 661.86 661.86 661.87 TC=661.87661.87661.88TC=661.896 6 1.8 9 TC=661.91661.91 661.93661.94661.94661.95661.95661.95661.96661.96661.97661.97661.97661.97TC=661.9866 1.9966 1. 9 9661.996626626 6 2 662 662 662662.01662.01662.01662.01662.02 TC=662.026 6 2 . 0 2 TC=662.0566 2.07FL=662.08662.13EP=662.13TC=662.14662.17 FL=66 2.19EP =6 6 2 . 2 4 EP=662.286 6 2.40 EP=662.41662.44662.45662.49662.49TC=662.60EP=662.67 66 2.76 FL=662.88663663EP=6 63.03EP=6 63.23 663.31TC=663.34663.38663.40663.41663.41663.42663.45663.45663.46FL=663.57EP=663. 61663. 7 2663.75663.76663.77G66 3.91FL=663.96664664.05EP=66 4.09TC=664.09664.10664.16 664.20TC=664.42664.52 FL=664.52EP=664.57FL=664.69EP=664.72TC=664.84665.02 TC=665.20FL=665.33EP=665.47TC=66 5.81665.88665.90665.90665.94 667.54668.61"STOP"BOLLARD (TYP) "STOP"6' WOOD FENCECOMED VAULTELEC MHAT&T VAULT"STOP" "STOP" "STOP"E,S I =649.25,30"RCPNW I =649.46,15"RCPR=655.57SE I =649.36,15"RCPSW I =649.36,36"RCPN I =649.41,30"RCPR=655.87T/PI PE=655.44,6"METALR=655.89N I =639.66,10"CLAYW I =639.66,10"CLAYS I =641.74,10"CLAYR=655.36S I =641.08,10"CLAYE I =641.15,10"CLAYR=653.16SE I =646.12,27"RCPW I =646.12,30"x48"CMPNE I =646.15,36"RCPSW I =646.67,18"RCPR=650.62NW I =647.11,12"RCPS I =647.45,8"RCPR=650.13E,W I =645.23,30"x48"CMPSE I =645.58,12"RCPR=650.01E,W I =645.67,30"x48"CMPR=650.77SE I =646.54,21"RCPNW I =646.54,27"RCPR=650.19NE,SW I =646.52,36"RCPR=651.28W I =650.80,12"RCPR=653.54SW I =650.53,12"RCPR=654.13NW,E I =652.84,6"DI PR=655.99N,S T/PI PE=649.15R=655.65SW I =653.20,12"RCPR=656.75NW I =653.91,12"RCPNE I =654.01,8"PVCR=657.11AT&T VAULTW/METERSGAS CONNECTI ON LOADING DOCKDOCKFF=660.53W/SMALL HANDRAI LLOADI NG DOCK CONC WALLW/HANDRAI LCONC WALLBRI CK WALL"STOP"W/METERGAS CONNECTI ON CONC PADTRANS ON METAL OVERHANGCONC PADTRANS ON LARGE CATCH BASI NLARGE CATCH BASI N"DO NOT ENTER"SI LL=660.55SI LL=660.51SI LL=660.54SI LL=662.01SI LL=661.94SI LL=662.01SI LL=662.01SI LL=661.97SI LL=661.97SI LL=661.99SI LL=661.99SI LL=662.07SI LL=660.59SI LL=660.58SI LL=660.61SI LL=660.57"STOP"SI LL=656.45SI LL=656.45SI LL=656.45SI LL=656.49AUTO SPRI NKLERSI LL=660.43SI LL=660.54SI LL=660.51SI LL=660.48STREET LI GHTSI LL=656.15ELEC METERSWI TCH BOXSI LL=656.18SI LL=652.96SI LL=652.98GFF=652.95SI LL=653.02SI LL=652.99SI LL=652.96GFF=653.67SI LL=653.69SI LL=653.75SI LL=653.71F L A G P O L EWALLCONC "STOP"NE I =646.93,12"RCPR=650.53SW I =647.25,15"DI PSE I =647.48,15"RCPNE I =647.55,18"RCPNW I =647.63,8"DI PR=650.73NE I =647.53,12"RCPR=649.51SW I =646.43,12"RCPNW,SE I =646.43,21"RCPR=650.13NE,SE I =647.67,12"RCPR=653.79SW I =653.59,12"RCPR=657.09S I=649.74,24"RCP N I=649.74,18"RCP E I=649.94,12"RCP R=654.39N,SE I =650.78,15"RCPR=655.74N,E I =654.04,8"PVCR=659.69NW,NE I =647.03,21"RCPSW I =647.76,6"DI PR=650.51NE,SW T/PI PE=649.25R=655.94SE,SW I =647.84,10"DI PE I =647.88,10"DI PR=656.16LI GHTLANDSCAPE NO PARKI NG" "15 MPH/LEFT" "KEEPONLY" "AUTHORI ZED VEHI CLES ENTER" "STOP/DO NOTSW I =654.16,8"PVCE I =654.21,8"PVCR=657.41W I =652.56,6"DI PSE I =652.69,6"DI PR=655.76NW,SE I =647.64,15"RCPR=649.56NW I =647.60,15"RCPR=649.45UNABLE TO OPENLOCKEDR=650.50UNABLE TO OPENLOCKED R=650.95(TYP)BUILDING OVERHANGCONC WALL PLANTERCONC PADTRANS ON AREAENCLOSI NG TRASH BRI CK WALLSPRI NKLER"STOP"ROOF OVERHANGFENCELI GHTSTREET LOADING DOCK GARBAGE COMPACTORENCLOSING TRASH AREA BRICK WALL CONC WALLMETERS3 ELEC BUI LDI NG OVERHANG(TYP)BUI LDI NG OVERHANGCONC WALLCONC WALLCONC PADTRANS ON VAULT& VALVE GAS METER ELEC BOXCONC WALLCONC PADTRANS ONUTI LI TY BOXCONC WALLSPRI NKLERCONC PADTRANS ON CONC PADTRANS ON BUILDING OVERHANGELEC METERC O N C P A D T R A N S O N SPRI NKLER& VALVEGAS METER SPRI NKLERVALVEAUTO SPRI NKLERCONC PADTRANS ON BOLLARD (TYP)CONC STAIRSCONC STAIRSMETERS3 ELEC 6' C H AI N LI N K F E N C E & VALVEGAS METERS T/WALL=656.34T/WALL=651.24T/WALL=657.49T/WALL=650.46T/WALL=650.39T/WALL=649.62T/WALL=654.03T/WALL=655.96T/WALL=656.33T/WALL=663.45T/WALL=665.88T/WALL=663.38T/WALL=663.41#110B ONE STORY BRICK BUILDING #210 ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING #158 TWO STORY BRICK BUILDING NO FLOW/PI PE HALF SUBMERGEDN I =647.37,15"RCPSW I =647.37,12"RCPS I =647.47,10"RCPR=653.77R=659.59 GREASE TRAP R=659.60 GREASE TRAP "STOP" "STOP" R=659.83 GREASE TRAP T/WALL=654.10TRENCH DRAI NW/METAL HANDRAILCONC STAIRS HANDRAI LMETALW/HANDRAI LMETAL STAI RCASEW/HANDRAI LMETAL STAI RCASEBUI LDI NGSANI TARY LI FT STATI ONBLOCK 1-STORY CONCBLOCK 1-STORY CONC#260 COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE LI GHTAREA STRUCTURE IN THIS PROBABLE BURIED R=663.23N,S T/PI PE=648.13R=653.78LOADING DOCK "HANDICAP PARKING" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDICAP PARKING"PARKI NG" "HANDI CAP"HANDI CAP PARKI NG" P A R KI N G" " H A N DI C A P R=659.56MENS WEAR HOUSE... " SI GN"TJ MAXX...CONC WALLSE I =661.77,12"RCPR=664.77AT TI ME OF SURVEYCAR PARKED ON TOPR=661.75SE I =660.43,12"RCPR=663.68E I =659.89,12"DI PR=662.51R=660.47SW I=643.06,6"CLAY NW,NE I=642.31,8"CLAY R=650.86 NE,SW I=647.28,21"RCP R=652.42 (LOCKED)ON CONC PADACCESS VAULTSNW,SE T/PI PE=655.05R=661.15SE I =642.98,6"CLAYNE,SW I =642.98,8"CLAYR=652.71SE I =641.83,12"DI PNW I =641.83,8"CLAYSW I =642.99,8"CLAYR=650.59NE I=644.84,8"DIP S I=644.84,8"CLAY R=652.89 SW I =646.30,12"RCPNW,SE I =646.30,27"RCPR=650.66NW,SE,E T/PI PE=657.36R=657.366 4 9 6 5 0 650650 650 650651651651 651 651 651 651 651651 6 5 1 651 6 5 1 6516516 5 1 651 65 1 652652 652 652652652652652652 65 2 652 652652 65365 3653653653653653 6 53 6 5 3 653653 65365465 4 654654654654 654 654654654654 WU65565565565565565565565565565 5 655 65 5 655655 655655B WWWU65 6 656656656656656 6 5 66566566 5 6 656656656 6566566576 5 7 6576576576 5 7 657 65865865865865865 8658658 6586586 5 86586586596596596 59 659 659659659 659659659659659659 6596 5 9 659 660 660660660660660660660660660660660660 6606 6 0 660 W6 6 1 661661 661 661 661 6 6 1 6616626626 6 2 662 662 662663663664NGRADING PLAN7069.12GR01.DGN GR1 0 40 SCALE 1" = 40' 80 WAUKEGAN ROAD5 FF=60.0 RETAIL A FF=60.0 RETAIL B 58.10 5 5.4 5 55.45 53.70 FF=59.0 ULTA 59.30 59.80 58.90 59.40 59.75 60.25 59.00 59.50 59.30 59.80 59.30 59.80 59.75 60.25 59.40 59.90 59.75 60.25 59.90 60.40 59.75 60.25 59.40 59.90 59.40 59.90 59.30 59.80 EX.=57.64 EX .=58 .00 EX.=58.30 EX .=58 .28 EX.=57.63 EX.=57.11 EX.=56.00 EX.=55.49 EX.=55.02 59.40 59.90 59.40 59.90 59.00 59.50 57.95 58.45 59.00 60.00 56.85 56.85 56.25 56.25 56.40 56.90 56.05 56.05 55.70 56.20 56.50 56.50 56.5 0 56.50 56.40 55.50 56.00 55.70 56.20 54.42 M.E. 55.02 M.E. 54.44 M.E. 54.86 M.E. 54.89 M.E. 55.41 M.E. M.E. M.E. 56.25 56.25 56.25 56.25 56.00 56.50 55.70 56.20 55.40 57.50 58.00 57.30 57.80 R=56.20 R=55.25 R=55.25 R=53.79 R=53.77 FF=56.50± EXISTING BUILDING 56. 50 56 . 50 5 6. 5 0 5 6. 5 0 EX. R=52.71 EX. R=53.16 EX. R=57.11 EX. R=56.75 EX. R=54.13 EX. R=53.54 EX. R=63.24 EX. R=55.76 EX. R=55.99 EX. R=57.41 55.45 55.95 56.45 56.95 55.70 56.20 55.85 56.35 55.85 56.35 55.70 56.20 56.5 0 56.50 54.95 54.95 58.90 59.40 54.75 54.75 55.50 56.00 59.00 59.00 58.30 57.50 57.50 57.70 57.70 58.20 58.00 54.75 54.75 59.20 59.70 58.40 58.90 58.80 59.30 58.00 58.50 59.00 59.50 58.70 59.20 58.00 58.50 58.20 58.70 58.50 59.00 57.20 57.70 56.60 57.10 56.00 56.50 55.80 56.30 57.50 58.00 57.45 57.95 55.25 55.50 55.15 55.65 55.35 55.85 55.65 56.15 59.00 59.00 54.95 54.95 55.25 55.75 53.66 54.16 54.10 54.60 54.10 54.60 53.60 54.10 55.05 55.55 55.95 56.45 54.35 54.85 56.50 57.00 53.40 53.90 53.40 53.90 53.10 53.60 53.00 53.50 53.00 53.50 53.00 53.50 53.30 53.80 53.00 53.50 53.10 53.60 53.25 53.75 55.00 55.50 55.50 56.00 55.50 56.00 60.00 60.00 60.00 58.40 54.60 M.E. 55.10 54.50 M.E. 55.00 54.40 M.E. 54.90 54.60 M.E. 55.10 59.00 M.E. 59.50 55.35 M.E. 55.77 M.E. 56.50 57.00 56.45 56.95 56.95 57.45 56.20 56.70 55.85 56.35 56.25 56.75 57.40 57.90 57.20 57.70 57.25 57.75 3.0%2.5%1.6% 58.80 58.30 58.80 57.70 58.20 58.70 58.70 59.20 59.30 59.80 59.20 59.70 59.30 59.80 59.30 59.80 PROP R= 59.00 EX. R= 56.88 ADJUST EX. RIM PROP R= 60.15 EX. R= 59.83 ADJUST EX. RIM 60.00 60.33 59.70 59.70 R=53.78 55.00 M.E. 55.50 0.5% 0.5%0.5% 1.1% 1.3% 1.2%1.0%1.2% 1.3% 56.35 59.10 59.60 58.80 59.30 58.40 58.80 58.80 58.70 54.40 54.75 54.00 54.50 2.0% 2.0% 2.5% 2.9% 2.5% 55.00 M.E. R=53.20 R=53.30 R=53.80 R=54.70 R=53.90 R=53.65 NOTES: EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 2. ALL SPOT GRADES ALONG CURB LINE ARE 1. ADD 600 TO ELEVATIONS SHOWN AS XX.XX. FF LEGEND 66.0 LIMITS OF DISTURBANCE MATCH EXISITNG GRADE SPOT GRADE LOCAL DRAINAGE DIVIDE LOCAL DRAINAGE OVERLAND FLOW ROUTE FINISHED FLOOR 57.60 58.10 60.00 59.00 55.65 55.65 GR=59.70 EX. GR=54.25 ± EX. GR=56.00 ± EX. GR=54.30 ± EX. GR=59.40 ± 59.00 59.00 59.00 58.75 58.75 53.10 M.E. 53.60 53.20 M.E. 53.20 53.50 M.E. 54.00 53.75 M.E. 54.25 54.10 M.E. 54.35 54.10 M.E. 54.35 54.10 M.E. 54.60 53.60 M.E. 54.10 52.90 M.E. 53.40 EX. R=50.13 M.E. 59.00 59.50 60.00 6 0. 0 0 FF=60.60± EXISTING BUILDING PROP R= 54.00 EX. R= 53.74 ADJUST EX. RIM PROP R= 53.50 EX. R= 52.98 ADJUST EX. RIM GR=59.50 60.00 59.70 59.70 59.60 60.10 59.60 60.10 60.10 60.00 57.90 60.54 (EX) 60.40 (EX) 60.26 (EX) 60.29 (EX) 60 . 47 (EX ) 60 .59 (EX ) 60 .62 (EX )3.7% 52.76 M.E. 52.57 M.E. 52.72 M.E. 5 3 .4 2 M.E . 53.64 M.E. PROP R= 59.50 EX. R= 58.47 ADJUST EX. RIM 1.1% 1.9% 55.20 M.E. 55.37 M.E. 55.80 M.E. (TYP.) ALONG CURB AND GUTTER MATCH EX. GRADE PAVEMENT GRADE MATCH EX. ±59.55 M.E. 53.00 M.E . R=52.42 EX. 55.35 55.85 IN THIS LOCATION INTEGRAL CURB 55.75 55.80 57.20 56.40 55.80 56.30 59.70 2.8 % 57.90 58.20 58.70 58 .40 1. 0 %1.0% 1.0% 59 .15 59 .15 1.8% 1.3% 59.70 57.85 EX. 58.35 58 .70 57.70 EX. 58.20 58.80 59.30 EX.=58.00 59.15 59.65 59.95 56.40 58.50 58.70 PROP R= 56.20 EX. R= 55.65 +/- ADJUST EX. RIMS (MATCH EX. GRADE) R=54.45 R=57.60 CURB TO BE FLUSH WITH PAVEMENT EX. R=54.86 1.2%1.5%GR=56.50 R=58.90 R=58.90 60.00 60.50 58.50 60.00 59.85 60.35 WITHIN LIMITS TO BE USED ROLL CURB (TYP.) ON GEOMETRIC PLAN ROLL CURB AS SHOWN CURB TO BE SAWCUT TO EXISTING CURB AND GUTTER. ALONG EDGE OF PAVEMENT AT MATCH EX. GRADE LIMITS OF ROLL CURB TO HAVE ROLL CURB ENTIRE ISLAND ROLL CURB ENTIRE ISLAND TO HAVE 102/28/17PER ARCHITECT 60.00 60.00 59.00 56.15 PROP R= 53.60 EX. R= 54.48 ADJUST EX. RIM 57.40 57.40 5.0%3.0% 56.40 56.15 (+/- M.E.) 56.65 PER ARCHITECT204/04/17OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABC60 60 55 55 55 55 56 59 59 54 54 54 56 57 5857 56 57 58 56 59 59 54 55 56 56 60 60 58 56 N:\Projects\7069\7069.12\ENG\7069.12GR01.dgn Default User=dfalda #96 #114 #118 #200 SPRI NKLERT T BUTWTG"STOP"BOLLARD (TYP) "STOP"6' WOOD FENCECOMED VAULTELEC MHAT&T VAULT"STOP" "STOP" "STOP"E,S I =649.25,30"RCPNW I =649.46,15"RCPR=655.57SE I =649.36,15"RCPSW I =649.36,36"RCPN I =649.41,30"RCPR=655.87T/PI PE=655.44,6"METALR=655.89N I =639.66,10"CLAYW I =639.66,10"CLAYS I =641.74,10"CLAYR=655.36S I =641.08,10"CLAYE I =641.15,10"CLAYR=653.16SE I =646.12,27"RCPW I =646.12,30"x48"CMPNE I =646.15,36"RCPSW I =646.67,18"RCPR=650.62NW I =647.11,12"RCPS I =647.45,8"RCPR=650.13E,W I =645.23,30"x48"CMPSE I =645.58,12"RCPR=650.01E,W I =645.67,30"x48"CMPR=650.77SE I =646.54,21"RCPNW I =646.54,27"RCPR=650.19NE,SW I =646.52,36"RCPR=651.28W I =650.80,12"RCPR=653.54SW I =650.53,12"RCPR=654.13NW,E I =652.84,6"DI PR=655.99N,S T/PI PE=649.15R=655.65SW I =653.20,12"RCPR=656.75NW I =653.91,12"RCPNE I =654.01,8"PVCR=657.11AT&T VAULTW/METERSGAS CONNECTI ON LOADING DOCKDOCKFF=660.53W/SMALL HANDRAI LLOADI NG DOCK CONC WALLW/HANDRAI LCONC WALLBRI CK WALL"STOP"W/METERGAS CONNECTI ON CONC PADTRANS ON METAL OVERHANGCONC PADTRANS ON LARGE CATCH BASI NLARGE CATCH BASI N"DO NOT ENTER"SI LL=660.55SI LL=660.51SI LL=660.54SI LL=662.01SI LL=661.94SI LL=662.01SI LL=662.01SI LL=661.97SI LL=661.97SI LL=661.99SI LL=661.99SI LL=662.07SI LL=660.59SI LL=660.58SI LL=660.61SI LL=660.57"STOP"SI LL=656.45SI LL=656.45SI LL=656.45SI LL=656.49AUTO SPRI NKLERSI LL=660.43SI LL=660.54SI LL=660.51SI LL=660.48STREET LI GHTSI LL=656.15ELEC METERSWI TCH BOXSI LL=656.18SI LL=652.96SI LL=652.98GFF=652.95SI LL=653.02SI LL=652.99SI LL=652.96GFF=653.67SI LL=653.69SI LL=653.75SI LL=653.71F L A G P O L EWALLCONC "STOP"NE I =646.93,12"RCPR=650.53SW I =647.25,15"DI PSE I =647.48,15"RCPNE I =647.55,18"RCPNW I =647.63,8"DI PR=650.73NE I =647.53,12"RCPR=649.51SW I =646.43,12"RCPNW,SE I =646.43,21"RCPR=650.13NE,SE I =647.67,12"RCPR=653.79SW I =653.59,12"RCPR=657.09S I=649.74,24"RCP N I=649.74,18"RCP E I=649.94,12"RCP R=654.39N,SE I =650.78,15"RCPR=655.74N,E I =654.04,8"PVCR=659.69NW,NE I =647.03,21"RCPSW I =647.76,6"DI PR=650.51NE,SW T/PI PE=649.25R=655.94SE,SW I =647.84,10"DI PE I =647.88,10"DI PR=656.16LI GHTLANDSCAPE NO PARKI NG" "15 MPH/LEFT" "KEEPONLY" "AUTHORI ZED VEHI CLES ENTER" "STOP/DO NOTSW I =654.16,8"PVCE I =654.21,8"PVCR=657.41W I =652.56,6"DI PSE I =652.69,6"DI PR=655.76NW,SE I =647.64,15"RCPR=649.56NW I =647.60,15"RCPR=649.45UNABLE TO OPENLOCKEDR=650.50UNABLE TO OPENLOCKED R=650.95(TYP)BUILDING OVERHANGCONC WALL PLANTERCONC PADTRANS ON AREAENCLOSI NG TRASH BRI CK WALLSPRI NKLER"STOP"ROOF OVERHANGFENCELI GHTSTREET LOADING DOCK GARBAGE COMPACTORENCLOSING TRASH AREA BRICK WALL CONC WALLMETERS3 ELEC BUI LDI NG OVERHANG(TYP)BUI LDI NG OVERHANGCONC WALLCONC WALLCONC PADTRANS ON VAULT& VALVE GAS METER ELEC BOXCONC WALLCONC PADTRANS ONUTI LI TY BOXCONC WALLSPRI NKLERCONC PADTRANS ON CONC PADTRANS ON BUILDING OVERHANGELEC METERC O N C P A D T R A N S O N SPRI NKLER& VALVEGAS METER SPRI NKLERVALVEAUTO SPRI NKLERCONC PADTRANS ON BOLLARD (TYP)CONC STAIRSCONC STAIRSMETERS3 ELEC 6' C H AI N LI N K F E N C E & VALVEGAS METERS T/WALL=656.34T/WALL=651.24T/WALL=657.49T/WALL=650.46T/WALL=650.39T/WALL=649.62T/WALL=654.03T/WALL=655.96T/WALL=656.33T/WALL=663.45T/WALL=665.88T/WALL=663.38T/WALL=663.41#110B ONE STORY BRICK BUILDING #210 ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING #158 TWO STORY BRICK BUILDING NO FLOW/PI PE HALF SUBMERGEDN I =647.37,15"RCPSW I =647.37,12"RCPS I =647.47,10"RCPR=653.77R=659.59 GREASE TRAP R=659.60 GREASE TRAP "STOP" "STOP" R=659.83 GREASE TRAP T/WALL=654.10TRENCH DRAI NW/METAL HANDRAILCONC STAIRS HANDRAI LMETALW/HANDRAI LMETAL STAI RCASEW/HANDRAI LMETAL STAI RCASEBUI LDI NGSANI TARY LI FT STATI ONBLOCK 1-STORY CONCBLOCK 1-STORY CONC#260 COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE LI GHTAREA STRUCTURE IN THIS PROBABLE BURIED R=663.23N,S T/PI PE=648.13R=653.78LOADING DOCK "HANDICAP PARKING" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDICAP PARKING"PARKI NG" "HANDI CAP"HANDI CAP PARKI NG" P A R KI N G" " H A N DI C A P R=659.56MENS WEAR HOUSE... " SI GN"TJ MAXX...CONC WALLSE I =661.77,12"RCPR=664.77AT TI ME OF SURVEYCAR PARKED ON TOPR=661.75SE I =660.43,12"RCPR=663.68E I =659.89,12"DI PR=662.51R=660.47SW I=643.06,6"CLAY NW,NE I=642.31,8"CLAY R=650.86 NE,SW I=647.28,21"RCP R=652.42 (LOCKED)ON CONC PADACCESS VAULTSNW,SE T/PI PE=655.05R=661.15SE I =642.98,6"CLAYNE,SW I =642.98,8"CLAYR=652.71SE I =641.83,12"DI PNW I =641.83,8"CLAYSW I =642.99,8"CLAYR=650.59NE I=644.84,8"DIP S I=644.84,8"CLAY R=652.89 SW I =646.30,12"RCPNW,SE I =646.30,27"RCPR=650.66NW,SE,E T/PI PE=657.36R=657.36T T WUBWWWUTTWTNUTILITY PLANUT1 7069.12UT01.DGN 0 40 SCALE 1" = 40' 80 WAUKEGAN ROAD6 STRUCTURE NUMBER DIAMETER & SIZE OF STRUCTURE M-100 A4D,1P I = INLET M = MANHOLE STORM STRUCTURE ABBREVIATIONS FRAME AND LID TYPE STORM STRUCTURE LEGEND TYPE OF STRUCTURE STRUCTURE ABBREVIATION UTILITY CROSSING UTILITY CONFLICT STORM SEWER CATCH BASIN VALVE VAULT STORM MANHOLE SANITARY MANHOLE FIRE HYDRANT LEGEND NOTES: CB = CATCH BASIN SANITARY SEWER WATERMAIN INLET CO = CLEAN OUT (SHOWN FOR REFERENCE ONLY) PROPOSED LIGHT POLE AND INVERTS TO BE COORDINATED WITH FUTURE MEP PLANS. 7. BUILDING DOWNSPOUTS AND ROOF DRAINS LOCATIONS, SIZES, INVERTS TO BE COORDINATED WITH FUTURE MEP PLANS. 6. BUILDING WATER AND SANITARY SERVICE SIZES, LOCATION AND 1P - INLET, CATCH BASIN-NEENAH R-1713 WITH TYPE "D" OPEN GRATE 1C - MANHOLE-NEENAH R-1713-B FRAME WITH TYPE "B" CLOSED LID 5. FRAME AND GRATE/LID FOR STORM SEWER STRUCTURES 4. INDICATES TRENCH BACKFILL REQUIRED. ARE REQUIRED FOR ALL WATERMAIN FITTINGS. NOTED OTHERWISE. MEGALUGS AND THRUST BLOCKS 3. ALL WATER MAINS SHALL BE D.I.P.-CLASS 52 UNLESS NOTED OTHERWISE. 2. ALL SANITARY SEWERS SHALL BE PVC SDR 26 UNLESS OTHERWISE (SIZED FOR 10-YEAR EVENT). 1. ALL STORM SEWERS SHALL BE RCP CL-IV UNLESS NOTED I=50.23 R=54.70 S-2 I=49.99 R=53.80 A4D,1C M-102 75 '-12"@ 0.50% 161'-18"@ 0.26% 20 '-15"@ 0.50% @ 0.54% 13 '-12" @ 0.54% 26'-12" @ 0.53% 137'-12" @ 1.00% 45 '-12" GR=59.70 FH-2 GR=56.50 FH-1 I=49.27 R=53.90 A5D,1C M-100 OVER EX. SEWER BUILD MANHOLE T/WM =48.00 B/STM=49.90 I=50.20 R=53.20 A2D,1P I-106 I=50.13 R=53.30 A4D,1P CB-104 I=52.01 R=55.25 A2D,1P I-204 147'-6"@ 1.85% 195'-6"@ 1.50% T/SAN=44.10 B/WM =47.50 T/SAN=44.15 B/STM=50.00 PR. R=54.00 EX. R=53.74 ADJUST EX. RIM FF=56.50± EXISTING BUILDING FF=60.60± EXISTING BUILDING FF=60.00 RETAIL B FF=60.00 RETAIL A FF=59.00 ULTA I=52.95 R=58.90 S-1 5'-6"@ 1.00%R=58.90 VV-1, 8" GR=59.50 FH-3 WITH MEP PLAN TO BE DETERMINED WATERMAIN SIZE PROP R= 60.15 EX. R= 59.83 ADJUST EX. RIM PROP R= 59.50 EX. R= 58.47 ADJUST EX. RIM TBD WITH MEP PLANS SIZE AND LOCATION I=53.00 WITH MEP PLANS LOCATION TO BE DETERMINED INVERT AND SERVICE I=53.00 OVER STM SEWER. WITH WM PASSING 1.5' OF SEPEARATION PROP. STM SEWER IF THERE IS NOT LOWER WM 1.5' BELOW EX. STM SEWER ELEVATION. CONTRACTOR TO VERIFY PROP R= 56.20 EX. R= 55.65 +/- ADJUST EX. RIMS R=53.65 PC-1 R=54.45 (MATCH EX. GRADE) PC-3 OVER STM SEWER. WITH WM PASSING 1.5' OF SEPEARATION PROP. STM SEWER IF THERE IS NOT LOWER WM 1.5' BELOW EX. STM SEWER ELEVATION. CONTRACTOR TO VERIFY PR. I=50.62 EX. R=54.86 GRADE AS NEEDED. ADJUST TO FINISHED STRUCTURE. CONNECT TO EX. LOCATE AND EX. RIM=54.13 EX. RIM=53.54 10' MIN. SEPERATION 10' MIN. SEPERATION 10' MIN. SEPERATION WITH MEP PLANS LOCATION TBD SIZE AND SERVICE EX. I=43.62,SW,SE EX. I=44.19,NE PROP R=46.07,NW EX. R=53.74 STRUCTURE CONNECT TO EX. STRUCTURE/ SEWER FIELD LOCATE EX. I=51.04 NE I=51.29 W R=55.25 A4D,1P CB-200 I=51.39 E I=51.64 SW I=52.55 NW R=56.20 A4D,1P CB-202 NECESSARY. REMOVE AND REPLACE AS EX. MANHOLE CONDITION. CONTRACTOR TO VERIFY R=57.60 PC-2 102/28/17PER ARCHITECTOF PAD TO REMAIN AT GRADE. TO VERIFY CONDITION AND ABILITY WITH EX. CONCRETE PAD. CONTRACTOR EX. TRANSFORMER PAD TO REMAIN NEAR PROPOSED SEWER LIGHT POLE USE CAUTION INSTALLING LIGHT POLE INSTALLATION (TYP.) RESTORE EX. GROUND AT LIGHT POLE INSTALLATION (TYP.) RESTORE EX. PAVEMENT AT (TYP.) INSTALLATION AT LIGHT POLE RESTORE EX. PAVEMENT (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. GROUND (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. GROUND (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. PAVEMENT (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. PAVEMENT (TYP.) REMOVAL AT LIGHT POLE RESTORE EX. PAVEMENT PER ARCHITECT204/04/17OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12UT01.dgn Default User=dfalda #96 #114 #118 #200 SPRI NKLER644.02648.63648.7064 8.74EP=648.75648.76648.77648.83648.85 648.85648. 88 EP=648.9 2648.94 648.97648.97649.006 4 9 EP=649.01649.04EP=649.06649.07649.07649.07649.08FL=649.10649.11FL=649.12649.13 649.13649.14649.16649.16TC=649.17649. 1 8T C=649.20649.20649.21EP=649.29EP=649.32EP=649.35EP=649.38FL=649.39EP=649. 3 9FL=64 9.41 649. 4 5649.45649.46FL=649.49EP=649.50FL=649.50FL=649.51EP=649.51EP=649.52EP=64 9.52TC=649.54 649 .55 649.56EP=649.56FL=649.59FL=649.59 FL=649.60TC=649.60 649.60 649.60EP=6 49. 62 FL=649.62EP=649.62649.62EP=649.63649.64649.64 649.64EP=649.65FL=649.67649.67649.68FL=649.68FL=649.71FL=649. 7 2649.74EP=649.74649.75649.76649.77TC=649.78FL=649.78TC=649.79TC=649.81TC=649.8264 9.83TC=649.90649.91TC=649.91649.92TC=649.92EP=649.93 EP=649.97649.98 EP=649.996 5 0 650650 650 650FL=650.00 FL=650.01TC=6 50.01TC=650. 0 3EP=65 0.03FL=650.05EP=650.05TC=650.06EP=650.07 EP=650.08650.08FL=65 0.08EP=650.09TC=650.09 650.10FL=650.10650.11 TC=650.11650.11TC=650.11TC=650.13EP=650.13TC=650.1365 0.14650.16 TC=650.16FL=650.1665 0.19 TC=650.19650.19 650.23650.24FL=650.25EP=650.26650.31650.31FL=650.32650.33650.34EP=650. 3 4EP=650.36EP=650.37 650.37 TC=650.37 650.39650.39TC=650.40 650.40650.40650.40650.41T C=65 0.4 1 650.41FL=650.42650.42EP=6 5 0.4 3 EP=65 0.44EP=65 0.45EP=650.45650. 4 6FL=650.46EP=650.46EP=650.46650.46TC=650.46EP=650.47650.47650.47TC=650.47EP=650.47TC=650.476 50.48650.48650.48 65 0.48EP=650.50650.51650.51650.51TC=650.51650.51EP =65 0.52 FL=650.52FL=650.53EP=650.53650.54TC=650.54FL=650.54FL=650.54FL=650.54 FL=650.55EP=65 0.56EP=650.56 650.56650. 5 7TC=650.57EP=650.58EP=650. 59EP=650.59FL=650.59FL=650. 5 9650.59650.60 FL=650.60FL=650.60EP=650.60650.60FL=650.60FL=650.61TC=650. 61EP=650.61650.62650.62TC=650.63FL=65 0.63FL=650.63EP=650.64FL=650. 64 EP=650.66FL=65 0.66EP=650.66FL=650.67650. 6 7EP=650.67EP=650.67FL=650.67650.6865 0.69EP=650.69650.69TC=650.70650.71 EP=650.72FL=650. 72 FL=650.72 EP=650.72650.73650.74FL=65 0.74FL=650.74EP=650.74EP=650.74650.74650.75FL=650.76650.76FL=650.76EP=650 .76650.77FL=650.78EP=650. 7 9650.79650.79FL=650 .79 FL=650.79650.79EP=650.80FL=650.80650.80650.82TC=650.83EP=65 0.83FL=65 0.83650.84FL=650.85EP=650.86EP=650.86650.86650.87EP=650.87 EP=650.88EP=65 0.88FL=650.88650.88650.89F L =650.89650.90TC=650. 90 TC=650.91 E P =6 50 .91650.91EP=650.91 FL=650.92650.92TC=650.92650.93650.936 50.93TC=650.94FL=6 50.94FL=650.94650.94TC=650.94TC=650.95 TC=650.95FL=650.96650.96EP=650.9665 0.97TC=650.97 EP=650.97650.97EP=650.99650.99650.9965 0.99650.99FL=650.99FL=651.00651651651 651 651 651 651 651651 6 5 1 651 6 5 1 6516516 5 1 651 65 1 TC=651. 0 0TC=651.00651.00FL=651.01651.01TC=651.01651.01TC=651.02TC=651.02FL=651.02FL=651.02651.03TC=651.0365 1.04651.04EP=651.056 5 1.05 651.06651.06TC=651.06 EP=651.06TC=651.06EP=6 51.06TC=651.07 TC=651.07TC=651.07TC=651.07TC =651.08651.08TC=651.09651.09651.10651. 1 0FL=651.11TC=651.11EP=651.12TC=651.12651.12TC=651.12 EP=651.13FL=651.13TC=651.13651.13EP=651.13651.13TC=651.14 TC=651.14651.14651.14 FL=651.14651.14EP=651.15651.15651.15 651.15EP=651.15EP=65 1.15EP=651.16TC=651.16651.16651.16TC=651.16EP=651.17TC=651.17EP=651.18TC=651.18 EP=651.18651.19651.19FL=651.19651.19TC=65 1.19FL=651.20651.20TC=651.20651.20EP=651.20FL=651.21EP=651.21EP=651.21EP=651.21651.21651.21651.21651.21FL=651.21FL=651. 2 2651.22FL=651.22651.226 5 1 .2 2 FL=651.22TC=651.22FL=651. 2 2EP=651.23EP=651.23651.23EP=651.23EP=651.23TC=651.23 TC=6 51 .23651.23651.23EP=651.23TC=651.24TC=651.24TC=651.24TC=651.24EP=651.24651.24FL=651.24651.25651.25EP=651.25 FL=651.25TC=651.25 EP=651.25EP=6 51.25FL=651. 2 6651.26651.26FL=651.26651.26651.28 FL=651.28FL=651.28T C =6 5 1.2 8 FL=651.28FL=651.29FL=651.29651.29 EP=6 51.29651.30FL=651.30651.30FL=651.31TC=651.31FL=651.33FL=651.3365 1.33EP=651.33TC=651.33FL=651.34T C =651.34651.35651.35FL=651.35651.36651.36EP=651.36EP=651.37FL=65 1.37EP=651.37EP=651.38651.38TC=651.38EP=651.38651.38FL=651.38EP=651.39TC=651.39FL=651.39EP=651.40TC=651.40FL=651.40FL=651. 40TC=651. 4 0651.40651.40EP=651.40651.40651.40FL=651.41TC=651.41FL=651.41 65 1.41FL=651.42651.42FL=651.42EP=651.43TC=651.44EP=651.44TC=651.45651.45651.45651.45 FL=651.46651.46FL=651.46651.47TC=651.47EP=651. 47 TC=651.47EP=651.48651.48EP=651.48TC=65 1.48651.48EP=651.48FL=651.48EP=651.49FL=651.49FL=651.49EP=651.49TC=65 1.50EP=651.51EP=651.51TC=651. 5 1EP=651.51EP=651.51EP=651.51651.53EP=651.5365 1.53FL=651.54FL=651.54651.54EP=651.55FL=651.56FL=651.57EP=651.57TC=651.57EP=651.58FL=651.58FL=651.58FL=651.58FL=651.59FL=651.59 FL=651.60EP=651.60FL=65 1.60651.60TC=651.60EP=651.61FL=651.61EP=651.61TC=6 51.61651.61 EP=651.6365 1.63EP=651.63TC=651.63TC=651.63FL=651. 6 3TC=651.64TC=651.64TC=651.64 651.64651.64FL=65 1.65FL=651.65TC=651.65EP=651. 6 5EP=651.66EP=651.66651. 6 6TC=651.66TC=651.66EP=651.66TC=651.6765 1.67EP=651.67EP=651.67TC=651. 6 7TC=651.67EP=651.67651.67 651.68FL=651.68 TC=651.68TC=651.69TC=6 51.69651.69EP=651.69TC=651.69FL=651.70EP=651. 7 0TC=651.70EP=651.70TC=651.70 FL=651.71651.71 FL=651.71TC=651.72EP=651.72FL=651.72 EP=651.72FL=651.73FL=651.73TC=651.73FL=651.73651.74FL=651.74FL=65 1.74TC=651.74FL=65 1.74 651.74EP=651.75FL=651.75EP=651.75651.75EP=651.75EP=651.76TC=651.76TC=65 1.77FL=651.77TC=651.77651.7765 1.77FL=651.77651.77TC=651.78FL=651.78651.78TC=651.78651.79TC=651.79EP=651.79FL=651.80651.81EP=651.81651.82 FL=651.82TC=651.82TC=651.82651.82 FL=651. 8 3651.83TC=651.83EP=651.83TC=651.83651.84TC=651.85651.85 651.86FL=651.86TC=651.87 FL=651.87TC=651.87651.87TC=651.8865 1.89651.89651.89651.90651.9065 1.90TC=651.91EP=652.27651.91FL=651.92TC=6 51.93651.94 65 1.95TC=651.96TC=65 1.96TC=651.97TC=651.97TC=651.97651.97TC=651. 9 7651.98651.98651.99651.99TC=651.99TC=652.00652.00652652 652 652652652652652652 65 2 652 652652TC=652.01652.01652.01 TC=652.01652.01652.03652.03652.04EP=652.04FL=652.0565 2.05 TC=65 2.05652 .0 6 652.06TC=652.06FL=652.43TC=6 52.07 TC=652.08TC=652.09652.09 65 2.11652.11TC=652.13TC=652.13652.14TC=652.14TC=652.14TC=652.14TC=652.15EP=652.15TC=652.16TC=652. 1 6TC=652.16652.16652. 16 652.16TC=652.17TC=652.17652.18TC=652.19652.19EP=652.19TC=652. 20 TC=652.2065 2.21EP=65 2.22TC=652.22TC=652.23EP=652.23EP=652.23TC=652.25TC=652.25652.25FL=651.81TC=65 2.26EP=652.27EP=652.27652.28TC=652.28TC=652.28EP=652.28FL=652.28TC=652.29EP=652.29EP=652.29EP=65 2.30FL=652.316 52.31FL=652.31FL=6 52.31652.32FL=652. 3 2EP=652.33FL=652.336 5 2.33 TC=6 52.34652. 3 4652.34EP=65 2.34EP=652.34FL=652.34EP=652. 3 5FL=6 52.35FL=65 2.35EP=652.36FL=652.36652.366 52.36652.37652. 3 8652.38652.39652.40FL=652.40652.41EP=652.42652.42FL=652.42FL=652.43652.43EP=6 52.43TC=652.80 EP=652.44FL=652.44652.44FL=652.45FL=652.47EP=652.47TC=652.48652.50EP=652.50652.5265 2.52EP=65 2.52652.53652.55EP=65 2.56EP=652.56FL=65 2.57FL=652.59EP=652.60652.60 FL=652.606 5 2.61 652.61FL=652.62652.63FL=652.64TC=652.64652.64EP=652.64652.65FL=652.65652.6565 2.65652.66652.66FL=652.66EP=65 2.68EP=652.69FL=652.69EP=652.69EP=6 52.69EP=652.70EP=652.71EP=652.72 TC=652.72FL=652.74TC=652.74TC=652.74TC=652.75TC=652.76EP=652.76EP=652.76TC=652.77EP=652.77652.77 EP=652.77FL=652.776 5 2.7 8 FL=652.78EP=652.78TC=652.79FL=652.79 6 52.80 TC=652.80FL=652.80TC=652.80652.81 FL=652.82652.83T652.83TC=65 2.83652.83EP=65 2.84TC=652.84TC=65 2.85652.85 652.85FL=652.86FL=652.866 52.87 TC=652.87652.88TC=652.88652.89EP=652.89652.89T652.90TC=652.90TC=652.90EP=652.90EP=652.91 6 5 2.9 2 652.93652.93652. 9 4652.946 5 2.9 5 652.95652.95EP=652.96EP=652.966 52.96TC=652.97EP=652.97FL=652.97652.98652.98 TC=652.98 65 2.99653653 653653653653 653653.00FL=653.00FL=65 3.00653.01653.01653.01653.0265 3.02EP=653.03653.03EP=653.036 5 3.0 4 EP=653.04TC=653. 04 TC=653.04 653.05TC=653.05TC=653.05TC=653. 05 EP=653. 06 653.06EP=653.07653.0 7 EP=653.07EP=653.08EP=653.08FL=653.08FL=653.08TC=653.08FL=653.09EP=65 3.09653.09TC=653.09TC=653. 1 0653.11653.11653. 1 1653.11FL=653.12EP=65 3.12 EP=653.13653.13653.13 FL=653.14FL=653.14EP=65 3.15 653.15EP=653.15TC=653.16EP=653.16653.17653.17FL=653.17653.18EP=653.18FL=653.18EP=653.18 TC=653.19653.19EP=653. 1 9653.19EP=653.20FL=653.22FL=653.22653.22653.23FL=653.23EP=653.23EP=653.23TC=653.24FL=653.24FL=653.25653.25TC=653.27TC=653. 27653.27653.28TC=653. 28 6 53.28FL=653.28EP=653.28TC=653.28FL=653.29653.29EP=653.29653.29653.29FL=653.29653.306 53.30653.30FL=653.30 TC=653.31653. 3 165 3.32653.32EP=653.32FL=653.32TC=653.33EP=653.34653.34653.35653.35EP=653.35653.36653.37EP=653.37FL=653.38TC=653.386 53.38TC=653.39EP=6 53.39653.41EP=653.41EP=65 3.41TC=653.41FL=653.41653.43FL=653.43EP=653.43653.44653.44FL=653.45EP=65 3.46 FL=653.46EP=653.46TC=653.47FL=653.47EP=653.47EP=653.48TC=653.48TC=653.49FL=653.49FL=653.49TC=6 53.50653.50653.50TC=653. 5 1TC=653.51EP=653.51EP=653.51TC=653.52EP=653.52FL=653.52FL=653.53FL=653.53EP=653.54EP=653.55EP=653.55FL=653.55FL=653.56653.57TC=653.57FL=653.57653.57EP=653.58EP=653.58EP=65 3.58653.59EP=653.59EP=653.60TC=65 3.60FL=653.60EP=653.61653.61EP=653.61 65 3.61 FL=653.62653.62FL=653. 62 653.62653.6 2 FL=653.63TC=653.63FL=65 3.64FL=653.65EP=653.65TC=653.65653.65653.65FL=653.65TC=653.65EP=653.65EP=653.656 5 3.6 5TC=653.66TC=653.66653. 67 EP=653.67EP=653.67653. 6 7EP=653.67TC=6 53.68TC=653.68TC=653.68FL=6 53.68 TC=653.68653.69FL=653.69FL=653.69FL=653.69653.69 EP=653.69FL=653.69EP=653.69653.69TC=653.70EP=653.70FL=653.70 TC=653.70EP=653.70TC=653.70653.71653. 71 FL=653.7165 3.72FL=653.72TC=653.72653.73FL=653.73653.73TC=653.73FL=653.73EP=653.73TC=653.74 EP=653.74EP=653.74TC=653.74 653.75EP=653. 7 5FL=653.75FL=653.75EP=653.75653.75FL=653.76653.77EP=653.77EP=653.78FL=653.78EP=653.78653.78 FL=653.79EP=653.79FL=653.79EP=653.80 FL=653.80 FL=653.80EP=653.80TC=653.80EP=653.81TC=653.81653.81TC=6 53.82FL=653.82EP=653.8265 3.82FL=653.83FL=653.83653.83EP=653.84FL=653.84EP=653.84FL=653.85EP=653.85FL=653.85653.86TC=653.86 FL=653.87FL=653.87TC=653.87EP=653.88TC=653.88TC=653.88653.89EP=653.89EP=653.89EP=653.91FL=653. 9 1TC=653.91FL=653.91653.91EP=653. 91 FL=653.92653.92EP=6 53.93 653.93TC=653.93653.93EP=653.94FL=653.94653.94653. 9 4FL=653.94EP=653.95EP=653.95TC=653.95FL=653.95EP=653. 96TC=653.97TC=653.97FL=653. 9 7FL=653.9865 3.99FL=653.99EP=653.9965465 4 654654654 654 654654 FL=654.00EP=654.01654.01FL=654.01FL=654.02TC=65 4.02TC=654.02TC=654.03EP=654.03FL=654.03654.03EP=654.03654.04654.04654.04654.04TC=654.05654.05TC=654.05TC=654.05TC=654.05EP=654.05654.06TC=6 54.06FL=654.07TC=654.076 54.07 654.07FL=654.08TC=654.08TC=654.0865 4.10654.10654.11TC=654.11TC=654.12654.12TC=6 54.12654.13TC=654.13 TC=654.13TC=654.13TC=654.14TC=654.15 654.15 FL=654.16TC=65 4.17TC=65 4.17TC=6 54.17EP=654.18EP=654.18EP=654.18654.18TC=654.19TC=654.19654.19654.19TC=654.20FL=654.20EP=65 4 .20 EP=654.21FL=654.21TC=654.21TC=654.21TC=654.22TC=654.22654.23654.23TC=6 54.23FL=654.23654.23EP=654.24EP=654.24654.24EP=654.24TC=6 54.24654.24TC=654.24654. 25654.25654.25TC=654.25EP=654.25TC=654.26654.26TC=654.26FL=654.27654.27EP=654.27EP=654.28FL=654.28FL=654.28EP=654.29FL=654.30FL=654.3065 4. 31 TC=65 4.31EP=654.31EP=654.31FL=654.31EP=654.31EP=654. 3 1654.32EP=654.33654.33654.33TC=654.34EP=65 4.34TC=654.34EP=654. 35654.35EP=654.35FL=654.36TC=654.36TC=654.37FL=654.38TC=654.38FL=654.38TC=654.38654.38TC=654.39654.39654.39 FL=654.39654.39654.40654.40EP=654.40FL=654.40TC=654.40FL=6 54.40TC=654.40EP=654. 4 0FL=654.41FL=654.41FL=654.4165 4.41654.42EP=654.42EP=654.42EP=654.42654.43FL=654.43EP=654.43EP=654.44EP=654.44TC=65 4.44EP=654.44EP=654.44654.44654.45FL=654.45TC=654.45TC=654.46EP=654.46EP=654.47EP=654. 4 7FL=654.47FL=654.47EP=654.48EP=654.48TC=654.48654.49FL=654.49 FL=654.50FL=654.51FL=654.516 54.52EP=654.52TC=654.53654.53EP=654.53TC=654.54FL=654.54EP=654.55FL=6 54.55654.55FL=65 4.55FL=654.55FL=654.56EP=654.56FL=654.57654.57EP=654.57EP=654.57FL=654.58654. 58FL=654.59EP=654.60EP=654.60FL=654.6065 4.60EP=654.61FL=654.61654.61FL=654.61EP=654.61654.62EP=654.62EP=654.63TC=654.63654.63TC=654.63FL=65 4.64 654.64TC=654.65 FL=654.65FL=6 54.65FL=654.65FL=6 54.66EP=65 4.67TC=654. 68FL=6 54.68TC=654.69654.70FL=654.70EP=654.70654 .71EP=654.71654.71FL=654.71654.71TC=65 4.72EP=654.72654. 7 3654.73TC=654.73 TC=654.73654.73FL=654.74TC=654.74654.75FL=654.76TC=654.76TC=654.76EP=654.76TC=654.77TC=654.77654.78654.80FL=654.81654.81 TC=654.82TC=654.82TC=654.82TC=654.82654.83 TC=654.83FL=654.83 654.83TC=654.83EP=654.83TC=654.83TC=654.85TC=654.86 FL=654.86TC=654.87TC=654.88TC=654.88TC=654.88TC=654.8865 4.88 654.89TC=654.89654.89EP=654.89TC=654.89EP=654. 9 0EP=654.91EP=654.91TC=654.92EP=654.92 TC=654.93TC=654. 9 3EP=654.93654.94654.94FL=654.95EP=654.95 FL=654.96EP=654. 9 7TC=654.98TC=654.98TC=65 4.98TC=654.99654.99655655655655655655655655655 655TC=655.01TC=655.01TC=655. 0 1FL=655.01 655.02TC=655.02 EP=655. 0 2655.02TC=655.02EP=655.02FL=655.03TC=6 55.04TC=655.04655.05TC=655.06655.06 655.07 655.07TC=655.07TC=655. 0 8655.08TC=655.08655.08655.09TC=655.09655.11FL=655.11TC=655.11EP=655. 1 2655.12EP=65 5.13TC=6 55.13TC=655.13FL=655.13655.14655.15 TC=655.15 EP=655.15TC=655.15TC=655.16655.16EP=655.16TC=655.16EP=655.16FL=655.16655.16655.17TC=655.18FL=655.18FL=655.19TC=65 5.20EP=65 5.20655.22655.22655.22 655.22FL=655.22TC=655.22 655.22655.2365 5.25 655.25 EP=655.26TC=655.26FL=655.26FL=655.26TC=655.27655.28 655.30655.32655.32 655.33EP=655.34655.34FL=655.35EP=65 5.37655.39655.39 65 5.39655.40TC=655.40 6 55.40655.41TC=655.41655.41655.41TC=655.41655.42655.43655.43EP=655.44TC=655.44BTC=655.44 FL=655.45655. 46 TC=655.47 655.47 655.47 FL=655.48TC=655.48TC=655.4865 5.49655.49655.49655.49655.49FL=6 55.49655.50 EP=655.50 FL=6 55.50 EP=655.51655.51 655.52655.52655.52655.52655.53655.53TC=655.53 65 5.53655.53655.53655.54TC=655.54655.54 EP=65 5.55655.56TC=655.56655.57 TC=6 55.57 655.58 655 .59TC=655.59655.60 FL=655.60TC=655.60655 .60 TC=655.61EP=655.61655.62655.62655.64655.65655.66FL=65 5.66FL=655.67EP=655.68FL=655.68EP=655.69655.69TC=655.69EP=655.70655.71EP=655.72 TC=655.73655.73 655.74TC=655.74 TC=655.74TC=655.74655.75 655.75 655.75655. 7 7655.7765 5.78655.78FL=655.78655.79655.79655.796 55 .79 655.79655.806 55.81655. 8 3655.83655.84 TC=655.84 655.85 655.85 655.85655.85655.86 655.87655.87655.88655.8965 5.89655.89UTC=655.90655.90 TC=655.91TC=655.92655.936 5 5.9 4 TC=655.94TC=655.94655.96655.96655.97 655.97 655.98655.98655.98655.98 TC=655.99EP=655.99655.99655.99EP=656.0065 6 6566566566566566 5 6 656656656 656656.00656.01FL=656.01 EP=656.01EP=656.02FL=656.02FL=656.02FL=656.04656.04 EP=656.06 656.06 656.06656.06TC=656. 07TC=656.08656.09656.09656.10 TC=656.10 FL=656.10656.10656.11EP=656.12656.12 EP=656.12656.1265 6.13656.13 FL=656.13FL=656.146 5 6.14EP=656.14656.156 56.1565 6.16 656.16656.16TC=656.17FL=656.17 656.18 656.18 656.18656.18TC=656.18EP=656.18656.18FL=656.18EP=6 56.19656.19656.19656.22656.23656.236 5 6.2 3 656.246 5 6.2 4656.24656.24656.25656.25FL=656.25656.26656.26656.2665 6 .26 EP=656.26TC=656.27656.27656.27FL=656.27TC=65 6.28656.28656.29656.29656.29656.29TC=65 6 .29 656.29 EP=656.306 5 6.3 0 EP=656.31656.32EP=656. 32 656.33656.33656.33FL=656.34656.34656.34EP=656.34656. 34 656 .35 656.35FL=656.35FL=656.35656.36656.36656.38656.3865 6. 3 8656.38 656.38656.38 656.38656.38656.39FL=6 56.39 656.40FL=656.40EP=656.40656. 40 656.406 56.41656.41656.42656.426 5 6 .4 3656.43656.43656.43656.436 5 6.4 3 6 5 6.4 3656.44656.4565 6.45656.45656.45656.45656.45656.45656.46 FL=656.46TC=656.47656.48656.48656.48656.48656.48656.49TC=656.49EP=656.49656.49656.49656.50EP=6 56.50656.50 TC=656.506 56.51656.51 TC=656.51656.52FL=656.52 TC=656.52656.52656.52EP=656.53656.53TC=656.53656.53EP=656.53656.54656. 5 4656.55656.55 TC=656.55656.56FL=656.56656.56 TC=656.56TC=656.57656.57656.57FL=656.57656.58TC=656.58656.58656. 5 8656. 5 8656.58656.59656.59656.59656.596 56.596 56.606 56.60656.61656.62656.62 T656.64TC=656.64 TC=656.656 5 6.6 5656.65656.65656.65 6 56.66656.66656.66TC=656.67656.67656.68 656.69656.70656.70656.71TC=656.71656.72TC=656.72EP=656.73TC=656.73656.73 656.74 656.74656.74FL=656.74 656.74656.75TC=656.76656.76656.76 EP=656.77656. 7 7FL=656.77656.78656.79656.79EP=656.79656.79 FL=656.80656.80TC=65 6.81TC=656.81656.81TC=656.81656. 8 2656.83656.83TC=656.8465 6.84TC=656.86FL=656.86TC=656.88656.88EP=656.90TC=656.92TC= 6 5 6.9 3656.93TC=656.94656.99656.99EP=657.00FL=657.006576576576 5 7 657 TC=657.00657.01TC=657.02TC=65 7.02657.03657.03657.03 EP=657.04 657.07TC=657.09EP=657.10 657.11657.14657.14657.22TC=657.22657.22TC=657.26657.26657.27657.28FL=657.28 TC=657.28FL=657.30 EP=657.32657.33EP=657.34 657. 3 4657.35EP=657.37EP=657.38TC=657.42TC=657.43FL=657.46 FL=657.47657.47EP=657.49 FL=657.49657.49FL=657.50657.52657. 5 3EP=657.54657.55FL=657.55657.56EP=657.56FL=657.57 65 7.57FL=657. 57EP=657.60EP=657.60EP=657.61FL=657.61657.63FL=657.63657.63FL=657.63FL=657.64EP=657.67 TC=657.67 FL=657.69EP=657.70TC=657.70EP=657.70EP=657.70657.71EP=657.72657.72 657.72657.72EP=657.72 EP=657.73FL=657.73EP=657.74657.74EP=657.74FL=657.74FL=65 7.75EP=657.75FL=657.75657.76 FL=657.77FL=657.77 EP=657.77EP=657.78EP=657.79EP=65 7.79FL=65 7.80657.80FL=657.80657.80EP=657.80EP=657.80EP=657.81 FL=657.81TC=657.81 657.81EP=657.82FL=657. 8 2EP=657.83FL=657.83 EP=657.836 5 7.8 4EP=657.84FL=657.84657.85657.85FL=657.85FL=657.86FL=657.87657.88FL=657. 8 8657.90EP=657.91657.91FL=657.92FL=657.92EP=657.92 FL=657.92657.93TC=657.93 FL=657.94TC=657.94EP=657.94EP=65 7.94TC=657.94EP=657.96FL=657.96EP=657.97FL=657. 9 7FL=657.98 FL=658.0065865865865865 8 658658658658 658.00EP=658.01FL=658.02TC=658. 0 3TC=658.04EP=658.04 TC=658.05 TC=658.05TC=658.06 TC=658.06FL=658.07658.07EP=658.07TC=65 8.08TC=658.08FL=658.08658. 0 8TC=658.09FL=658.10TC=658.10658.11 658.13658.13 TC=658.1365 8.13658.14 658.1565 8.156 58 .15 TC=658. 1 5658.15 TC=658.15658.1565 8.15658.16TC=658.16TC=65 8.16658.16 TC=658.16658.16658.17 658.17TC=65 8.17EP=658.18658.19 658.19658.1965 8.20658.20TC=6 58.21658.21658.21 658.22TC=658.22658.23TC=658.23EP=658.23FL=658. 2 4658.24658.24 TC=658.24TC=658.25FL=658. 2 5658.25TC=658.26 FL=658.26658.27658.27 658.27EP=65 8.28658.28TC=658.28TC=658.29658.29658.29658.29658.30TC=658.30TC=658.32TC=658.32T C= 6 5 8.3 3 658 .33 TC=658.33FL=658.34658.34658.34658.35 TC=6 58.35TC=658.36658.37TC=658.37EP=658.37TC=658.39658. 39TC=658.40658.41TC=658.42 658.42 658.43 658.43 658.43TC=6 58.4365 8.43658.44TC=658.45TC=658.45 FL=658.45658.45TC=658.45TC=658.45TC=658.46TC=658.47TC=658.48TC=658.48 658.486 58.50658.50TC=658. 5 065 8.51 658.51TC=658.52 658.52 6 58 .52TC=658.52 FL=658.52TC=65 8.54658.54 TC=658.56TC=658. 5 6658 .57 658.576 5 8.57EP=658.57TC=65 8.57FL=658.58TC=65 8.61658.62TC=658.62TC=65 8.62 EP=658. 63TC=658.63658.63658.64658. 64 65 8.6465 8.65 658.66658.66 6 5 8.6 7658.68TC=658.69TC=658.70TC=658.71658.726 58.72TC=658.73658.73T C=65 8.75 658.75TC=658.75 658.76 TC=658.77 EP=658.77658.77658.78TC=658.78TC=658. 8 1FL=658.81 658.83658.84658.85 TC=658.86 TC=658.87 658.89TC=658.90658.92658.92658.93 658.94 TC=658.95 658.95 TC=658.95EP=658.95658.96 658.97658.98EP=658.99659659659659659659 659659659 6596 5 9 659 TC=659.006 59.00TC=659.01659.01TC=659.03FL=659.04TC=659. 0 4EP=659. 0 5FL=659. 0 5FL=659.06EP=659.06EP=659.06659.07 659.07659.07659.07FL=659.09EP=659.09FL=659.10FL=659.11659.12EP=659.13FL=659.14EP=659. 14EP=659.14EP=659.15EP=659.15TC=659.15659.15 FL=659.16659.17FL=659.17EP=659.17EP=659.18FL=659.18EP=659.19FL=659.20TC=659.20 FL=659. 2 0EP=659.20EP=659.21EP=659.22EP=659.23 TC=659.23 EP=659.24EP=659.24EP=659.25FL=659.25EP=659.25FL=659. 25 659.26FL=659.26FL=659.26EP=659.26EP=659.27EP=65 9.27659.27FL=659. 2 7FL=659.27EP=659.28EP=659.28EP=659.28EP=659.28659.29EP=659. 2 9FL=659.29FL=659.29EP=659.29FL=659.29FL=659.30 FL=659.30EP=659.30FL=659.30659.30FL=659. 30FL=659. 3 1FL=659.31EP=659.31EP=659.31FL=659.31EP=659.32EP=659.32 EP=659.32EP=659.32TC=659.32 EP=659.33FL=659.33EP=659.33FL=659.33 EP=659.33FL=659.34FL=659.34EP=659.34EP=659.34 EP=65 9.34FL=6 59.34FL=659.35FL=65 9.35FL=659.35FL=659.35 FL=659.35FL=659.36EP=659.36 T C=6 5 9.3 6 659.36FL=659.36FL=659. 3 6FL=659.37EP=659.38659.38EP=659.38FL=659.39EP=659.39EP=659.39659.40 EP=659.40FL=659.40EP=659.41EP=65 9.42659.42FL=659.42 FL=659.43FL=659.43FL=659.43659.44TC=659.44FL=659.45659.45659.45FL=659.45EP=65 9.45EP=65 9.45FL=659.45FL=659.46TC=659.47FL=659.47EP=659.47FL=659.48TC=659.49TC=659.49EP=659.50EP=659.52FL=659.52TC=659.53FL=659.53FL=659.53EP=659.53TC=6 59.54EP=659.54FL=659.54EP=659.54FL=659.54FL=659. 54EP=659.55EP=659.55659.56 TC=65 9.56 EP=659. 57 TC=659.57 659.57TC=659.58TC=659.58EP=659.58659.59 FL=659.59659.59FL=659.59659.59TC=659.60659.60TC=659.60FL=659.61659. 62 TC=659.62EP=659.62FL=659.62TC=659.636 5 9.63 EP=659.64EP=659.64EP=659.65TC=659.65FL=659.66TC=659.66EP=659.67 FL=659.67 EP=659.67EP=659.67FL=659.67EP=659.68TC=659.68TC=659.69TC=65 9.69TC=659.69TC=659.70FL=659.70FL=659. 70 659.71 TC=659.71FL=659.71TC=659.72TC=659.72TC=659.72TC=659.72FL=659.72TC=659.73 FL=659.73TC=659.73659.74EP=659.74FL=659.75TC=659.75TC=659.75659.76 T C=659.76TC=6 59.76TC=659.76 659.76TC=659.76659.77TC=659.77 TC=659.77TC=659. 78TC=659.78FL=659.78TC=659.78TC=659.78TC=659.79TC=659.79TC=659.79EP=659.79TC=65 9 .80 EP=659.80 TC=659.80TC=659.81EP=659.81FL=659.81EP=659.81TC=659.81TC=659.82TC=659.82FL=659.8365 9.83659.83 659.84 TC=659.85 FL=659.85TC=659.85EP=659.85TC=659.86TC=659.86TC=659.86TC=659.86TC=659.87TC=659.88659.88659.88EP=659.88T C=6 5 9.8 9659.89TC=659.89TC=65 9.90TC=659.91TC=659.91TC=659.91EP=659.92659.94659.94TC=659.94 659.94TC=659.94659.94659.95TC=659.95 FL=659.96TC=659.96FL=659.98EP=659.99FL=660.00FL=660.00660.00660 660660660660660660660660660 6606 6 0 660 FL=660.00TC=6 60.01660.01EP=66 0.01TC=66 0.02TC=660.02660.03TC=660.03660.04 TC=660.04EP=660.04660.04660.05 TC=660.056 6 0.0 7 TC=660.07 TC=660.07 EP=660.08TC=660.08TC=660.09EP=660.09660.10 TC=660.11TC=660.12660.12 660.12TC=660.12TC=660.12TC=660.13TC=660.13660. 1 3TC=660.15TC=660.18660 .18 TC=660.19660.19660.19660.19660.20660.21660.21660.22660.23660.24660.24 TC=66 0.24TC=660.24TC=660.26 660.26660 .26 660.26TC=660.27TC=660.28TC=660.28660.28660.31660.3166 0.32 EP=660.33660.33660.33TC=660.34FL=660.34660.34 660.35660.36660.36660.37TC=660. 38660.38TC=660.38660.38660.38660.396 6 0. 3 9660.39 660.40660.40660.4166 0.41660.41660.41660.42660.4266 0.42660.42 660.43TC=660.43660.43TC=660.436 60.43 660. 4 3660.43660. 4 46 60.44660.44TC=66 0.456 6 0.4 5 66 0.45660.45660.45 660. 45 660.45660.4666 0.46660.46660.4666 0.47 660.46TC=660.47TC=660.47660.47 660.476 60.4766 0.476 60.47660.48660.4866 0.48660.48W660.48660. 4 8660.49660.50660.50TC=660.51660.51660.51660.52 660.52 660.53660.53 TC=660.53660.53660.53660.53660.53660.54TC=660.54 660.54660.54660.54660.55660.56660.56 660.56 660.56660.57TC=660.58660.58 EP=660.58 660.59660.61660.626 60.62 660.63660.63660.64660.65TC=660.65 660.66TC=660.67EP=660. 6 8660.68660.68 T C =660.7 1 TC=660. 71660.71FL=660.71660.7266 0.7 3 TC=660.74660.78T660.78660 .79 660.83660.8 4 66 0.84660.84660.85660.89660.89660.90660.93660.95660.96660. 9 7660.98 6 6 1 661661 661 661 661 6 6 1 66166 1.0 2 661.04661.04661.05 661.05EP=661.06661.06661.08TC=661.09TC=661.12EP = 6 6 1.1 2TC=661. 13 661.13FL=661.14TC=661.17661.17661.18661.20661.20 EP=661.25TC=661.25661.27661.28EP=661.29661.29 661.31 661.32661.33EP=661.35TC=661.37 EP=661. 3 8TC=661.38 EP=661.39661.40EP=661.41FL=661.41661.41 661.43TC=661.43FL=661.45TC=661.4766 1. 4 9EP=661.50661.51EP=6 6 1. 5 3 661.53 66 1.54FL=661.54 6 61.56TC=661.56 EP=661.57661.586 61.58TC=6 61.60FL=6 61.61FL=661.62TC=661.65TC=661.65TC=661.65TC=661.65 TC=661.65FL=6 61.66661.66 EP=661.67EP=66 1.67661.67 661.68TC=661.68 661.68 EP = 6 6 1.6 9661.71661.71661.7266 1 . 7 2 661.756 61.76661.76EP = 6 6 1.8 0661.80661.81661.81 TC=661.83 661.83 661.83661.84 661.84 6 6 1. 8 5 661.8566 1 .85 661.86 661.86 661.87 TC=661.87661.87661.88TC=661.896 6 1.8 9 TC=661.91661.91 661.93661.94661.94661.95661.95661.95661.96661.96661.97661.97661.97661.97TC=661.9866 1.9966 1. 9 9661.996626626 6 2 662 662 662662.01662.01662.01662.01662.02 TC=662.026 6 2 . 0 2 TC=662.0566 2.07FL=662.08662.13EP=662.13TC=662.14662.17 FL=66 2.19EP =6 6 2 . 2 4 EP=662.286 6 2.40 EP=662.41662.44662.45662.49662.49TC=662.60EP=662.67 66 2.76 FL=662.88663663EP=6 63.03EP=6 63.23 663.31TC=663.34663.38663.40663.41663.41663.42663.45663.45663.46FL=663.57EP=663. 61663. 7 2663.75663.76663.77G66 3.91FL=663.96664664.05EP=66 4.09TC=664.09664.10664.16 664.20TC=664.42664.52 FL=664.52EP=664.57FL=664.69EP=664.72TC=664.84665.02 TC=665.20FL=665.33EP=665.47TC=66 5.81665.88665.90665.90665.94 667.54668.61"STOP"BOLLARD (TYP) "STOP"6' WOOD FENCECOMED VAULTELEC MHAT&T VAULT"STOP" "STOP" "STOP"E,S I =649.25,30"RCPNW I =649.46,15"RCPR=655.57SE I =649.36,15"RCPSW I =649.36,36"RCPN I =649.41,30"RCPR=655.87T/PI PE=655.44,6"METALR=655.89N I =639.66,10"CLAYW I =639.66,10"CLAYS I =641.74,10"CLAYR=655.36S I =641.08,10"CLAYE I =641.15,10"CLAYR=653.16SE I =646.12,27"RCPW I =646.12,30"x48"CMPNE I =646.15,36"RCPSW I =646.67,18"RCPR=650.62NW I =647.11,12"RCPS I =647.45,8"RCPR=650.13E,W I =645.23,30"x48"CMPSE I =645.58,12"RCPR=650.01E,W I =645.67,30"x48"CMPR=650.77SE I =646.54,21"RCPNW I =646.54,27"RCPR=650.19NE,SW I =646.52,36"RCPR=651.28W I =650.80,12"RCPR=653.54SW I =650.53,12"RCPR=654.13NW,E I =652.84,6"DI PR=655.99N,S T/PI PE=649.15R=655.65SW I =653.20,12"RCPR=656.75NW I =653.91,12"RCPNE I =654.01,8"PVCR=657.11W/METERSGAS CONNECTI ON LOADING DOCKDOCKFF=660.53W/SMALL HANDRAI LLOADI NG DOCK CONC WALLW/HANDRAI LCONC WALLBRI CK WALL"STOP"W/METERGAS CONNECTI ON CONC PADTRANS ON METAL OVERHANGCONC PADTRANS ON LARGE CATCH BASI NLARGE CATCH BASI N"DO NOT ENTER"SI LL=660.55SI LL=660.51SI LL=660.54SI LL=662.01SI LL=661.94SI LL=662.01SI LL=662.01SI LL=661.97SI LL=661.97SI LL=661.99SI LL=661.99SI LL=662.07SI LL=660.59SI LL=660.58SI LL=660.61SI LL=660.57"STOP"SI LL=656.43SI LL=656.45SI LL=656.45SI LL=656.45SI LL=656.49AUTO SPRI NKLERSI LL=660.43SI LL=660.54SI LL=660.51SI LL=660.48STREET LI GHTSI LL=656.15ELEC METERSWI TCH BOXSI LL=656.18SI LL=652.96SI LL=652.98GFF=652.95SI LL=653.02SI LL=652.99SI LL=652.96GFF=653.67SI LL=653.69SI LL=653.75SI LL=653.71F L A G P O L EWALLCONC "STOP"NE I =646.93,12"RCPR=650.53SW I =647.25,15"DI PSE I =647.48,15"RCPNE I =647.55,18"RCPNW I =647.63,8"DI PR=650.73NE I =647.53,12"RCPR=649.51SW I =646.43,12"RCPNW,SE I =646.43,21"RCPR=650.13NE,SE I =647.67,12"RCPR=653.79SW I =653.59,12"RCPR=657.09S I=649.74,24"RCP N I=649.74,18"RCP E I=649.94,12"RCP R=654.39N,SE I =650.78,15"RCPR=655.74N,E I =654.04,8"PVCR=659.69NW,NE I =647.03,21"RCPSW I =647.76,6"DI PR=650.51NE,SW T/PI PE=649.25R=655.94SE,SW I =647.84,10"DI PE I =647.88,10"DI PR=656.16LI GHTLANDSCAPE NO PARKI NG" "15 MPH/LEFT" "KEEPONLY" "AUTHORI ZED VEHI CLES ENTER" "STOP/DO NOTSW I =654.16,8"PVCE I =654.21,8"PVCR=657.41W I =652.56,6"DI PSE I =652.69,6"DI PR=655.76NW,SE I =647.64,15"RCPR=649.56NW I =647.60,15"RCPR=649.45UNABLE TO OPENLOCKEDR=650.50UNABLE TO OPENLOCKED R=650.95(TYP)BUILDING OVERHANGCONC WALL PLANTERCONC PADTRANS ON AREAENCLOSI NG TRASH BRI CK WALLSPRI NKLER"STOP"ROOF OVERHANGFENCELI GHTSTREET LOADING DOCK GARBAGE COMPACTORENCLOSING TRASH AREA BRICK WALL CONC WALLMETERS3 ELEC BUI LDI NG OVERHANG(TYP)BUI LDI NG OVERHANGCONC WALLCONC WALLCONC PADTRANS ON VAULT& VALVE GAS METER ELEC BOXCONC WALLCONC PADTRANS ONUTI LI TY BOXCONC WALLSPRI NKLERCONC PADTRANS ON CONC PADTRANS ON BUILDING OVERHANGBOLLARD (TYP)ELEC METERC O N C P A D T R A N S O N SPRI NKLER& VALVEGAS METER SPRI NKLERVALVEAUTO SPRI NKLERCONC PADTRANS ON BOLLARD (TYP)CONC STAIRSCONC STAIRSMETERS3 ELEC 6' C H AI N LI N K F E N C E & VALVEGAS METERS T/WALL=656.34T/WALL=651.24T/WALL=657.49T/WALL=650.46T/WALL=650.39T/WALL=649.62T/WALL=654.03T/WALL=655.96T/WALL=656.33T/WALL=663.45T/WALL=665.88T/WALL=663.38T/WALL=663.41#110B ONE STORY BRICK BUILDING #210 ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING #158 TWO STORY BRICK BUILDING NO FLOW/PI PE HALF SUBMERGEDN I =647.37,15"RCPSW I =647.37,12"RCPS I =647.47,10"RCPR=653.77R=659.59 GREASE TRAP R=659.60 GREASE TRAP "STOP" R=659.83 GREASE TRAP T/WALL=654.10TRENCH DRAI NW/METAL HANDRAILCONC STAIRS HANDRAI LMETALW/HANDRAI LMETAL STAI RCASEW/HANDRAI LMETAL STAI RCASEBUI LDI NGSANI TARY LI FT STATI ONBLOCK 1-STORY CONCBLOCK 1-STORY CONC#260 COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE LI GHTAREA STRUCTURE IN THIS PROBABLE BURIED R=663.23N,S T/PI PE=648.13R=653.78LOADING DOCK "HANDICAP PARKING" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDICAP PARKING"PARKI NG" "HANDI CAP"HANDI CAP PARKI NG" P A R KI N G" " H A N DI C A P R=659.56MENS WEAR HOUSE... " SI GN"TJ MAXX...SE I =661.77,12"RCPR=664.77AT TI ME OF SURVEYCAR PARKED ON TOPR=661.75SE I =660.43,12"RCPR=663.68E I =659.89,12"DI PR=662.51R=660.47SW I=643.06,6"CLAY NW,NE I=642.31,8"CLAY R=650.86 NE,SW I=647.28,21"RCP R=652.42 (LOCKED)ON CONC PADACCESS VAULTSNW,SE T/PI PE=655.05R=661.15SE I =642.98,6"CLAYNE,SW I =642.98,8"CLAYR=652.71SE I =641.83,12"DI PNW I =641.83,8"CLAYSW I =642.99,8"CLAYR=650.59NE I=644.84,8"DIP S I=644.84,8"CLAY R=652.89 SW I =646.30,12"RCPNW,SE I =646.30,27"RCPR=650.66NW,SE,E T/PI PE=657.36R=657.366 4 9 6 5 0 650650 650 650651651651 651 651 651 651 651651 6 5 1 651 6 5 1 6516516 5 1 651 65 1 652652 652 652652652652652652 65 2 652 652652 65365 3653653653653653 6 53 6 5 3 653653 65365465 4 654654654654 654 654654654654 W65565565565565565565565565565 5 655 65 5 655655 655655B WWW65 6 656656656656 6 5 66566566 5 6 656656656 6566566576 5 7 6576576 5 7 657 65865865865865865 8658658 658658658658 6596596596 59 659 659659659659659 659659659 6596 5 9 659 660 660660660660660660660660660660660 6606 6 0 660 W6 6 1 661661 661 661 661 6 6 1 6616626626 6 2 662 662 662663663664NDAE 7069.12DR1.DGNDRAINAGE AREA EXHIBIT CALCULATION0 40 SCALE 1" = 40' 80 DISTURBED AREA EXISTING CONDITIONS WITHIN DISTURBED AREA PROPOSED CONDITIONS WITHIN IMPERVIOUS AREA = 5.33 ACRES PERVIOUS AREA = 0.10 ACRES PERVIOUS AREA = 0.49 ACRES IMPERVIOUS AREA = 4.94 ACRES REDUCTION IN IMPERVIOUS AREA = 0.39 ACRES (7.2%) NOTES: THE IMPERVIOUS SURFACE AREA IS BEING REDUCED BY 0.39 ACRE. WATER QUALITY REQUIREMENTS DO NOT APPLY TO THIS DEVELOPMENT, AS THERE IS NOT 0.5 ACRE OF NEW IMPERVIOUS SURFACE AREA. THE WATER QUALITY REQUIREMENTS APPLY TO DEVELOPMENTS THAT RESULT IN AT LEAST 0.5 ACRE OF NEW IMPERVIOUS SURFACE AREA. PER LAKE COUNTY STORMWATER MANAGEMENT COMMISSION WATERSHED DEVELOPMENT ORDINANCE - ARTICLE IV-SECTION B.1.h: PROJECT IS NOT A PUBLIC ROAD DEVELOPMENT. ON CONDITIONS 1 THROUGH 3. IMPERVIOUS SURFACE AREA IS BEING REDUCED BY 0.39 ACRE. CONDITION 4 DOES NOT APPLY SINCE THIS DETENTION IS NOT REQUIRED FOR THIS PROJECT BECAUSE THERE IS NOT MORE THAN 0.5 ACRES OF NEW IMPERVIOUS SURFACE AREA BASED FOR PUBLIC ROAD DEVELOPMENTS LESS THAN ONE MILE, THE THRESHOLD IS 1.5 ACRES OR MORE OF NEW IMPERVIOUS SURFACE APPLIES TO PUBLIC ROAD DEVELOPMENTS RESULTING IN A RATIO OF 1.5 ACRES OR MORE OF NEW IMPERVIOUS SURFACE PER MILE. CONDITION 4 - IMPERVIOUS SURFACE AREA IS LESS THAN 0.5-ACRES THE TOTAL LAND AREA HAS A TOTAL IMPERVIOUS SURFACE AREA RATIO OF 50 PERCENT OR GREATER, UNLESS THE TOTAL NEW CONDITION 3 - SURFACE AREA IS LESS THAN 0.5-ACRES THE TOTAL LAND AREA HAS MORE THAN 3-ACRES OF HYDROLOGICALLY DISTURBED AREA, UNLESS THE TOTAL “NEW” IMPERVIOUS CONDITION 2 - THE TOTAL LAND AREA HAS 1-ACRE OR MORE OF NEW IMPERVIOUS SURFACE AREACONDITION 1 - THE CONDITIONS REQUIRING STORMWATER DETENTION ARE AS FOLLOWS: PER LAKE COUNTY STORMWATER MANAGEMENT COMMISSION TECHNICAL REFERENCE MANUAL - SECTION 2.2.E (5.43 ACRES) LIMITS OF DISTURBANCE WAUKEGAN ROAD7 FF=60.00 RETAIL B FF=60.00 RETAIL A FF=59.00 ULTA FF=60.60± EXISTING BUILDING FF=56.50± EXISTING BUILDING TOWARD EX. STORM STRUCTURES SHOWS FLOWS DIRECTED LOCAL DRAINAGE DIVIDE 102/28/17PER ARCHITECTPER ARCHITECT04/04/172OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12DR1.dgn Default User=dfalda the direction of the Engineer and/or Primary Contact. construction site should be cleaned as needed, utilizing a street sweeper or bucket-type endloader or scraper at Street cleaning should also be used as necessary to control dust. Paved areas that have soil on them from the approval of the Engineer and/or Primary Contact. watering) is necessary, alternative dust suppressant controls should be implemented at the discretion and If field observations indicate that additional protection from wind erosion (in addition to, or in place of erosion. daily (or more frequently) to be effective. Caution should be used not to overwater, as that may cause (or available) for sprinkling/irrigation to limit the amount of dust leaving the site. Watering should be applied accomplish control when temporary dust control measures are used. A water truck should be present on site Dust control should be implemented on site as necessary. Repetitive treatment should be applied as needed to O. Dust Control properly. remove the structure and all unstable sediment. Grade the area to blend with the adjoining areas and stabilize structure for damage from erosion or piping. After all sediment-producing areas have been permanently stabilized, design depth of the permanent pool. Place the sediment that is removed in a designated disposal area. Check the Remove sediment and restore the trap to its original dimensions when the sediment has accumulated to one-half the Temporary sediment traps: Temporary sediment traps should be inspected after each period of significant rainfall. stone and sediment. The sediment tracked onto the public right-of-way should be removed immediately. sediment onto public streets. Maintenance includes top dressing with additional stone and removing top layers of Stabilized construction entrance: The stabilized construction entrances should be maintained to prevent tracking of for areas where silt fence continually fails. of any sediment that has accumulated on the silt fence. Alternative sediment control measures should be considered from the fence base when the sediment reaches one-half the fence height. During final stabilization, properly dispose and tears along the length of the fence. Deficiencies should be repaired immediately. Remove accumulated sediments Silt fence: Silt fences should be inspected regularly for undercutting where the fence meets the ground, overtopping, a sediment discharge. The bags should be inspected frequently and repaired or replaced as needed. sensitive on-site areas, and should be placed in an area that allows for the bag to be removed without producing Sediment filter bags: Sediment filter bags should be installed on pump outlet hoses that discharge off site or to accomplish control. Dust control: When temporary dust control measures are used, repetitive treatment should be applied as needed to Specifications. erosion and sediment control measures and other protective measures identified in the SESC Plan and Standard following is a description of procedures that should be used to maintain, in good and effective operating condition, effectiveness. This includes prompt and effective repair and/or replacement of deficient control measures. The Maintenance of the controls incorporated into this project should be performed as needed to assure their continued 3. MAINTENANCE CONTRACTOR CERTIFICATION PERMIT #: ILR10 DATE TELEPHONE NUMBER THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT (ILR10) I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE not take place during or immediately after a rainfall event. Waste generated from Concrete waste management should be implemented to contain and dispose of saw-cutting slurries. Concrete cutting should G. Concrete Cutting used again on site (as approved by the Engineer) or hauled off site to an appropriate landfill. up and disposed of properly when 75% capacity is reached. Hardened concrete can be properly recycled and including enough capacity for anticipated levels of rainwater. The dried concrete waste material should be picked The containment facilities should be of sufficient volume to completely contain all liquid and concrete waste materials A stabilized entrance that meets Illinois Urban Manual standards should be installed at each washout area. watercourse, and should be located at least 10 feet behind the curb, if the washout area is adjacent to a paved road. practicable, concrete washout areas should be located a reasonable distance from a storm water drainage inlet or watercourse. When practicable, a sign should be posted at each location to identify the washout. To the extent Concrete waste or washout should not be allowed in the street or allowed to reach a storm water drainage system or F. Concrete Waste Management manufacturer. waste. All hazardous waste should be disposed of in the manner specified by Local or State regulation or by the On-site hazardous material storage should be minimized and stored in labeled, separate receptacles from non-hazardous disposal should comply with all Local, State, and Federal regulations. clean-up procedure should take place, if necessary. Construction waste material is not to be buried on site. Waste other containers which may leak. Receptacles with deficiencies should be replaced as soon as possible and the appropriate containers appropriate for the materials being discarded. There should be no liquid wastes deposited into dumpsters or collected and stored in approved receptacles. No wastes should be placed in any location other than in the approved shall be discharged to Waters of the State, except as authorized by a Section 404 permit. All waste materials should be required for such disposal. Burning on site will not be permitted. No solid materials, including building materials, items will be collected and disposed of off site by the contractor. The contractor is responsible to acquire the permit Solid waste materials including trash, construction debris, excess construction materials, machinery, tools and other E. Waste Management completed if the stockpile is to remain undisturbed for longer than thirty days. fence, should be placed around the stockpile immediately. Stabilization of the stockpile should be should be stabilized or protected with sediment trapping measures. Perimeter controls, such as silt designated buffer protecting Waters of the State. During construction of the project, soil stockpiles interfere with work on site. Topsoil stockpiles should not be located in the 100-year floodplain or If topsoil is to be stockpiled at the site, select a location so that it will not erode, block drainage, or N. Topsoil Stockpile Management measures include: in IEPA's Illinois Urban Manual, Federal, State, and/or Local Requirements. The storm water management 1) The practices selected for implementation were determined on the basis of technical guidance contained The installation of these devices may be subject to Section 404 of the Clean Water Act. the pollutants in storm water discharges that will occur after the construction operations have been completed. Provided below is a description of measures that will be installed during the construction process to control D. Storm Water Management present prior to the initiation of construction activities). are maintained and protected (e.g., maintenance of hydrologic conditions, such as the hydroperiod and hydrodynamics flow from the structure to a watercourse so that the natural, physical, and biological characteristics and functions at discharge locations and along the length of any outfall channel as necessary to provide a non-erosive velocity 2) Velocity dissipation devices, such as rip-rap aprons at flared end sections or level spreaders, shall be placed needed. Vehicles hauling erodible material to and from the construction site should be covered with a tarp. top dressing the stabilized entrance with additional stone and removing top layers of stone and sediment, as swept as needed to reduce excess sediment, dirt, or stone tracked from the site. Maintenance may include construction entrance(s) should be installed to help reduce vehicle tracking of sediments. Streets should be The site should have one or more stabilized construction entrances in conformance with the Plan details. Stabilized M. Off-Site Vehicle Tracking Additional control measures may be installed at the outlet area at the discretion of the Primary Contact or Engineer. Stabilized conveyance channels should be installed to direct water to the desired location as applicable. filter bag, or both. Adequate erosion controls should be used during de-watering operations as necessary. operations may be discharged to a stabilized area that consists of an energy dissipating device (e.g., stone), sediment in a stabilized sump pit or floated at the surface of the water in order to limit the amount of sediment intake. Pumping areas, Waters of the State, or to a storm sewer system (in accordance with Local permits). Inlet hoses should be placed During de-watering/pumping operations, only uncontaminated water should be allowed to discharge to protected natural L. De-Watering Operations and should not be discharged to the storm sewer or waterbody. Excess materials should be disposed of according to the manufacturer's instructions or State and Local regulations, - Contractors should follow the manufacturer's recommendations for proper use, storage, and disposal of materials. - Petroleum products should be stored in tightly sealed and clearly labeled containers. chance of leakage. - On-site vehicles should be monitored for leaks and should receive regular preventative maintenance to reduce the the following minimum practices should be followed to reduce the risk of spills: In addition to the good housekeeping and other management practices discussed in the previous sections of these Notes, personal protective equipment should be used to minimize injury from contact with a hazardous substance. or Local government agency, as required. When cleaning up a spill, the area should be kept well ventilated and appropriate Reportable Quantities for materials. Spills of toxic or hazardous materials should be reported to the appropriate State be reported to the National Response Center by calling (800) 424-8802. MSDS often include information on Federal Spills in excess of Federal Reportable Quantities (as established under 40 CFR Parts 110, 117, or 302), should not be buried on site or washed into storm sewer drainage inlets, drainage-ways, or Waters of the State. occur. Spills should be cleaned up immediately (after discovery) in accordance with MSDS and should immediately. The construction site should have the capacity to control, contain, and remove spills, if they or Waters of the State) are not authorized by the ILR10 permit. If a spill occurs, notify the Primary Contact Discharges of a hazardous substance or oil caused by a spill (e.g., a spill of oil into a separate storm sewer TYPE STABILIZATION SEEDING PERMANENT SEEDING DORMANT SEEDING TEMPORARY 30 LBS/ACRE. MIXED WITH PERENNIAL RYEGRASS A KENTUCKY BLUEGRASS 90 LBS/ACRE 150 LBS/ACRE. D WHEAT OR CEREAL RYE SODDING MULCHING MAR.APR.MAYJAN.FEB.JUNE JULY AUG.SEPT.OCT.NOV.DEC. **+ A + B + B + C D E** F C SPRING OATS 100 LBS/ACRE E SOD F STRAW MULCH 2 TONS/ACRE. * IRRIGATION NEEDED DURING JUNE AND JULY. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SOIL PROTECTION CHART + + + SWPPP. STATEMENT AS ILLUSTRATED ABOVE. THE SIGNED STATEMENTS WILL BE MAINTAINED ON THE SITE WITH THE ALL CONTRACTORS PERFORMING WORK ON THIS SITE ARE REQUIRED TO SIGN A CONTRACTOR CERTIFICATION NOTE: goggles, kitty litter, sand, sawdust and plastic and/or metal trash containers specifically for this purpose. Equipment and materials should include, but are not limited to, brooms, dust pans, mops, rags, gloves, and equipment necessary for spill clean-up should be kept in the material storage area on site. be made aware of the procedures and the location of the information and clean-up supplies. Materials Manufacturer's recommended methods for spill clean-up should be available and site personnel should K. Spill Prevention and Clean-Up Procedures Local regulations. conditions. Sanitary waste should be disposed of in accordance with applicable State and/or by a control device (e.g., gravel-bag berm). The contractor should not create or allow unsanitary impervious surfaces should be placed on top of a secondary containment device, or be surrounded be anchored to the ground to prevent from tipping over. Portable sanitary stations located on drain to any protected natural areas, Waters of the State, or storm water structures and should To the extent practicable, portable sanitary stations should be located in an area that does not J. Management of Portable Sanitary Stations - Manufacturer's recommendations for proper use and disposal should be followed. - Whenever possible, all of a product should be used up before disposing of the container. on site. - Operations should be observed as necessary to ensure proper use and disposal of materials - Substances should not be mixed with one another unless recommended by the manufacturer. - Products should be kept in their original containers with the original manufacturer's label. containers and adequately protected from the environment. - All materials stored on site should be stored in a neat, orderly manner in their appropriate - An effort should be made to store only enough product required to do the job. project: The following good housekeeping practices should be followed on site during the construction of hazardous materials, follow manufacturer or Local and State recommended methods. should be stored in accordance with manufacturer or MSDS specifications. When disposing should be retained on site at all times. Hazardous materials and all other material on site kept in original containers unless they are not re-sealable. The original labels and MSDS To reduce the risks associated with hazardous materials on site, hazardous products should be the appropriate agencies, if needed. disposed of properly. Contractors should immediately report all spills to the Primary Contact, who should notify referencing clean-up procedures. Any release of chemicals/contaminants should be immediately cleaned up and are an acceptable control measure to prevent contamination of storm water. MSDS should be available for roof or other enclosure. Labels should be replaced if damaged or difficult to read. Bermed-off storage areas materials kept on site should be stored in their original containers with legible labels, and if possible, under a storm drains or watercourses. An on-site area should be designated for material delivery and storage. All Materials and/or contaminants should be stored in a manner that minimizes the potential to discharge into I. Material Storage and Good Housekeeping should immediately report spills to the Primary Contact. regulations and per Material Safety Data Sheet (MSDS) and/or manufacturer instructions. Contractors chemicals in accordance with United States Environmental Protection Agency (USEPA) and IEPA vehicle should be removed from site. Dispose of all used oil, antifreeze, solvents and other vehicle-related vehicles should be inspected frequently to identify any leaks; leaks should be repaired immediately or the and equipment maintenance activities that involve grease, oil, solvents, or other vehicle fluids. Construction into watercourses, wetlands or storm drains. Drip pans or absorbent pads should be used for all vehicle should be made within a designated area(s) to prevent the migration of mechanical fluids (oil, antifreeze, etc.) drains or water courses. Vehicle maintenance (including both routine maintenance as well as on-site repairs) Controls should be installed to minimize the potential of runoff from the storage area(s) from reaching storm regulatory floodplain, away from any natural or created watercourse, pond, drainage-way or storm drain. When not in use, construction vehicles should be stored in a designated area(s) outside of the H. Vehicle Storage and Maintenance concrete cutting should be cleaned-up and disposed into the concrete washout facility as described above. CONTRACTOR SIGNATURE PRINTED NAME & TITLE NAME OF CONTRACTING FIRM STREET ADDRESS CITY, STATE, ZIP CODE TRADE/ RESPONSIBILITIES: 45 LBS/ACRE + STRAW MULCH 2 TONS/ACRE. MIXED WITH PERENNIAL RYEGRASS B KENTUCKY BLUEGRASS 135 LBS/ACRE SE1 The installation of the following devices may be subject to Section 404 of the Clean Water Act: pollutants from exposed areas of the site. Structural practices should be placed on upland soils to the degree practicable. degree attainable to divert flows from exposed soils, store flows or otherwise limit runoff and the discharge of 2) Structural Practices - Provided below is a description of structural practices that should be implemented, to the activity temporarily ceased. stabilization measures do not have to be initiated on that portion of site by the 7th day after construction (e.g., the total time period that construction activity is temporarily ceased is less than 14 days) then (b) Where construction activity will resume on a portion of the site within 14 days from when activities ceased, permanently ceased is precluded by snow cover, stabilization measures shall be initiated as soon as practicable. (a) Where the initiation of stabilization measures by the 7th day after construction activity temporarily or 7 days after the construction activity on that portion of the site has temporarily or permanently ceased. on portions of the site where construction activities have temporarily or permanently ceased, but in no case more than Except as provided in paragraphs (a) and (b) below, stabilization measures shall be initiated as soon as practicable portion of the site, and when stabilization measures are initiated should be included in the SWPPP. A record of the dates when major grading activities occur, when construction activities cease on a Site-specific scheduling of the implementation of these practices is included in the Soil Protection Chart. Pollution prevention measures should be implemented for non-storm water components of the discharge. - uncontaminated air conditioning condensate. - Landscape irrigation drainages; - Foundation or footing drains where flows are not contaminated with process materials such as solvents; - Uncontaminated ground water; and, - Irrigation ditches; spilled materials have been removed) and where detergents are not used; - Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (unless - Water used to control dust; - Water used to wash vehicles where detergents are not used; storm water discharges associated with the proposed activity, are described below: Except for flows from fire fighting activities, possible sources of non-storm water that may be combined with 5. NON-STORM WATER DISCHARGES Springfield, Illinois 62794-9276 Post Office Box 19276 1021 North Grand Avenue East Compliance Assurance Section Division of Water Pollution Control Illinois Environmental Protection Agency all reports of non-compliance shall be mailed to IEPA at the following address: F. After the initial contact has been made within the appropriate agency field operations section office, (Signatory Requirements). of the ILR10 NPDES Permit. E. All reports of non-compliance shall be signed by a responsible authority as defined in Part VI.G. from the non-compliance. further causes of non-compliance, and a statement detailing any environmental impact, which may have resulted and include specific information on the cause of non-compliance, actions which were taken to prevent any conducted, including those not required by the SWPPP. Submission should be on forms provided by IEPA "Incidence of Non-Compliance" (ION) report for any violation of the SWPPP observed during an inspection violation of any condition of this permit. The Permittee should complete and submit within 5 days an violation of the storm water pollution prevention plan observed during any inspection conducted or for epa.swnoncomp@illinois.gov , telephone or fax within 24 hours of any incidence of noncompliance for any D. The Permittee shall notify the appropriate agency field operations section office by e-mail at: The report shall be signed in accordance with Part VI.G. (Signatory Requirements) of the ILR10 NPDES Permit. part of the SWPPP for at least three years from the date that permit coverage expires or is terminated. SWPPP, and actions taken in accordance with paragraph B. above should be made and retained as the inspection, the date(s) of the inspection, major observations relating to the implementation of the C. A report summarizing the scope of the inspection, name(s) and qualifications of personnel making of any changes to the SWPPP within 7 calendar days following the inspection. soon as practicable after the inspection. The modifications, if any, shall provide for timely implementation and the pollution prevention measures described in the SWPPP should be revised, as appropriate, as B. Based on the results of the inspection, the description of potential pollutant sources identified, water discharge sources should also be inspected. inspected for off-site sediment tracking. All pumping operations and other potential non-storm significant impacts to the receiving waters. Locations where vehicles enter or exit the site should be they should be inspected to ascertain whether erosion control measures are effective in preventing ensure that they have been installed and are operating correctly. Where discharge points are accessible, The erosion and sediment control measures identified in the SWPPP should be observed to should be inspected for evidence of, or the potential for, pollutants entering the drainage system. A. Disturbed areas and areas used for the storage of materials that are exposed to precipitation Each inspection should include the following components: of the end of a storm event that is 0.5 inches or greater, or equivalent snowfall. Inspections should be conducted at least once every seven calendar days and within 24 hours as part of the SWPPP. by the qualified personnel who performed the inspection. The inspection report should be maintained on site in compliance with the ILR10 NPDES Permit. After each inspection, a report should be prepared The Permittee (or their authorized representative) will be responsible for conducting site inspections 4. INSPECTIONS The soil erosion and sediment control measures for this site should meet the requirements of the following agencies: construction site. guidelines or technical guidance documents that are not identified in a specific plan or permit that is issued for the ILR10 permit. This provision does not apply to provisions of master plans, comprehensive plans, non-enforceable are enforceable under the ILR10 permit even if they are not specifically included in a SWPPP required under the of a Notice of Intent (NOI) to be authorized to discharge under the ILR10 permit, incorporated by reference and permits approved by local officials that are applicable to protecting surface water resources are, upon submittal specified in sediment and erosion control site plans or site permits or storm water management site plans or site Department of Agriculture's Natural Resource Conservation Service Illinois Urban Manual, 2002. Requirements as the requirements contained in the Illinois Environmental Protection Agency's (IEPA) and the United States The management practices, controls and other provisions contained in the SWPPP should be at least as protective A. Approved State or Local Plans All signed certification statements should be maintained in the SWPPP. Part IV.F. of the ILR10 Permit (in accordance with Part VI.G. - Signatory Requirements, of the ILR10 Permit). and subcontractors that are identified should be required to sign a copy of the certification statement from SWPPP, the contractor(s) or subcontractor(s) that will implement the measure should be identified. All contractors major construction activities described in the "Site Description" section. For each measure identified in the This section of the SESC Plan addresses the various controls that should be implemented for each of the 2. CONTROLS The following temporary and permanent stabilization practices, at a minimum, are proposed: determined by the Engineer or Primary Contact. soil erosion and sediment control measures. Additional erosion controls should be implemented as necessary, as using procedures in substantial conformance with the Illinois Urban Manual. This SESC Plan includes site-specific 1) Stabilization Practices - Areas that will not be paved or covered with non-erosive material should be stabilized measures necessary to minimize erosion and sedimentation as determined by the Engineer or Primary Contact. the Standard Practice. The contractor is responsible for the installation of any additional erosion and sediment control Unless otherwise indicated, all vegetative and structural erosion and sediment control practices should be installed to the end of a 0.5-inch (or greater) rain event, or snowfall equivalent. for inspecting all sediment and erosion control measures at a minimum of every 7 calendar days and within 24 hours of replaced as soon as practicable to maintain NPDES compliance. Permittee or an authorized agent is responsible the current phase of construction. All temporary sediment and erosion control measures should be repaired or The appropriate soil erosion and sediment controls should be implemented on site and should be modified to reflect C. Erosion and Sediment Controls after final stabilization of those portions of the site upward of the perimeter control. permanently ceased, that area should be permanently stabilized. Temporary perimeter controls should be removed accordance with Local and State requirements, as described below. Once construction activity in an area has Stabilization measures should be initiated where construction activities have temporarily or permanently ceased, in disturbing activities. construction operations. As necessary, the appropriate sediment control measure should be installed prior to land is responsible for the adequate protection (including sediment control) of existing sewers and sewer structures during sediment traps should be installed as described in the intended sequence of construction activities. The contractor stabilization of those portions of the site upward of the perimeter control. Stabilized construction entrance(s) and including demolition activities. Perimeter controls, including the silt fence, should be actively maintained until final of the site should be installed prior to soil disturbance (excluding soil disturbance necessary to install the controls), Best Management Practices will be implemented on an as-needed basis to protect water quality. Perimeter controls B. Control Implementation Schedule - litter - concrete and concrete trucks - landscape waste - construction debris - raw materials (e.g., bagged portland cement) - fertilizers - detergents - solvents - tar - adhesives - oil or other petroleum products - chemical storage areas - waste containers - staging areas - fuel tanks - portable sanitary stations - sediment from disturbed soils - IEPA - Village of Deerfield SOIL EROSION AND SEDIMENT CONTROL NOTES8 7069.12SE01.DGN - permanent seeding - storm sewers - stabilized construction entrance - storm sewers 10) Remove all temporary soil erosion and sediment control measures after site is stabilized with vegetation 9) Permanently stabilize site 8) Install parking lot pavement 7) Install building 6) Install storm sewer, sanitary sewer, watermain and associated inlet protection 5) Remove existing pavement, curb and guter. 2) Install temporary soil erosion control 1) Install construction fence soils for major portions of the construction site: B. The following is a description of the intended sequence of construction activities which will disturb Construct new retail building, utilities services, asphalt pavement, curb and gutter, storm sewer system. Removal of existing building, curb and gutter, and pavement. A. The following is a description of the nature of the construction activity: 1. SITE DESCRIPTION subcontractor that will implement a measure of the SWPPP. construction site activity. In addition, the SWPPP shall be amended to identify any new contractor and/or otherwise achieving the general objectives of controlling pollutants in storm water discharges associated with shall also be amanded if it proves to be ineffective in eliminating or significantly minimizing pollutants, or in of pollutants to the Waters of the State and which has not otherwise been addressed in the SWPPP. The SWPPP, construction, operation, or maintenance, which has a significant effect on the potential for the discharge Plan (SWPPP). The SWPPP, including the SESC Plan, should be amended whenever there is a change in design, SESC Plan should be maintained on site as an integral component of the Storm Water Pollution Prevention of the National Pollutant Discharge Elimination System (NPDES) General Permit No. ILR10 .The This Soil Erosion & Sediment Control (SESC) Plan has been prepared to fulfill one of the requirements PROJECT: DEERBROOK MALL RETAIL ABC PERMIT #: ILR10 OWNER SWPPP CERTIFICATION KNOWING VIOLATIONS. FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION IS, TO THE BEST OF MY KNOWLEDGE ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED DATESIGNATURE OF OWNER ON THE SITE WITH THE SWPPP. IN ACCORDANCE WITH PART VI.G. OF THE ILR10 NPDES PERMIT. THE SIGNED STATEMENT SHALL BE MAINTAINED THE CERTIFICATION ILLUSTRATED ABOVE SHALL BE SIGNED BY THE OWNER LISTED ON THE NOTICE OF INTENT NOTE: PRINTED NAME OF OWNER PROJECT: DEERBROOK MALL RETAIL ABC G. Potential sources of pollution associated with this construction activity may include: 3) The extent of wetland acreage at the site is N/A acres. 2) The name of the ultimate receiving water is: Des Plaines River. F. 1) The name of the receiving water(s) is(are): local storm sever. 6) locations where storm water is discharged 5) the location of areas where stabilization practices are expected to occur; 4) areas of soil disturbance; 3) locations where vehicles enter or exit the site and controls to minimize off-site sediment tracking; 2) approximate slopes anticipated before and after major grading activities; 1) drainage patterns; E. Refer to Sheets GR1,SE3 for a site plan indicating: N/A . 2) Existing data describing the soil or quality of any discharge from the site is included in D. 1) An estimated runoff coefficient of the site after construction activities are completed is 0.90. approximately 5.43 acres of the site. C. The site has a total acreage of approximately 5.43 acres. Construction activity will disturb OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12SE01.dgn Default User=dfalda SOIL EROSION AND SEDIMENT CONTROL PLANSE2 PLAN CODE:FF PLAN CODE:PLAN CODE:PLAN CODE: CWCWCW TEMPORARY CONCRETE WASHOUT FACILITY - BARRIER WALLDrawing No.File No.Drawn Designed Checked Approved DateS heet 3 of 3B. JOHNSONIUM-654BW6/08 BARRIER WALL ANCHOR SECTION (ANCHOR EVERY 2' ON TOP OF BARRIER) SANDBAG Sandbag Anchor Native Soil BARRIER WALL Barrier Wall 30-Mil Polyethylene 3' Min 10' Min 10' MinPLAN VIEW 2' Max Sandbag 30-MIL POLYETHYLENE washout becomes two-thirds full. 2. Facility shall be cleaned or reconstructed in a new area once returning the faciliities to a functional condition. removing and disposing of hardend concrete and/or slurry and 1. Maintaining temporary concrete washout facilities shall include NOTES: AREA WASHOUT CONCRETE 48" X 24" Min. Plywood or Aluminum Letters 6" Min. Height SIGN DETAIL3.5' Min.2.5'6' Steel Post Min. 4"x4"x6' Wood Post or TEMPORARY CONCRETE WASHOUT FACILITY - EARTHEN TYPEDrawing No.File No.Drawn Designed Checked Approved DateS heet 2 of 3B. JOHNSONIUM-654ET6/08 EARTHEN BERM ANCHOR SECTIONS (ANCHOR EVERY 2' AT TOP OF SLOPE) 6" WIRE STAPLE OR SANDBAG Sandbag Anchor Native Soil EARTHEN BERM Berm 30-Mil Polyethylene 3' Min 10' Min 10' MinPLAN VIEW 2' Max SUBGRADE ANCHOR SECTIONS Sandbag Anchor Native Soil 30-Mil Polyethylene Cut 3' Min Existing Ground Elevation 6" Wire Staple or Sandbag 30-MIL POLYETHYLENE 6" Wire Staple or Sandbag washout becomes two-thirds full. 2. Facility shall be cleaned or reconstructed in a new area once returning the faciliities to a functional condition. removing and disposing of hardend concrete and/or slurry and 1. Maintaining temporary concrete washout facilities shall include NOTES: AREA WASHOUT CONCRETE 48" X 24" Min. Plywood or Aluminum Letters 6" Min. Height SIGN DETAIL3.5' Min.2.5'6' Steel Post Min. 4"x4"x6' Wood Post or TEMPORARY CONCRETE WASHOUT FACILITY - STRAW BALE wooden stakes. 3. Each straw bale is to be staked in place using (2) 2"x2"x4' washout becomes two-thirds full. 2. Facility shall be cleaned or reconstructed in a new area once returning the faciliities to a functional condition. removing and disposing of hardend concrete and/or slurry and 1. Maintaining temporary concrete washout facilities shall include NOTES:Drawing No.File No.Drawn Designed Checked Approved DateS heet 1 of 3B. JOHNSONIUM-654SB6/08 AREA WASHOUT CONCRETE 48" X 24" Min. Plywood or Aluminum Letters 6" Min. Height SIGN DETAIL STRAW BALE ANCHOR SECTIONS Liner Anchor 6" Wire Staple or Sandbag 30-MIL POLYETHYLENE STRAW BALE Straw Bale 3' Min 10' Min 10' MinPLAN VIEW Native Soil 2' Max 3.5' Min.30-Mil Polyethylene Entrench 3"2.5'6' Steel Post Min. 4"x4"x6' Wood Post or (ANCHOR EVERY 2') 6" WIRE STAPLE OR SANDBAG 9 7069.12SE02.DGN OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12SE02.dgn Default User=dfalda #96 #114 #118 #120 #200 SPRI NKLER644.02648.63648.7064 8.74EP=648.75648.76648.77648.83648.85 648.85648. 88 EP=648.9 2648.94 648.97648.97649.006 4 9 EP=649.01649.04EP=649.06649.07649.07649.07649.08FL=649.10649.11FL=649.12649.13 649.13649.14649.16649.16TC=649.17649. 1 8T C=649.20649.20649.21EP=649.29EP=649.32EP=649.35EP=649.38FL=649.39EP=649. 3 9FL=64 9.41 649. 4 5649.45649.46FL=649.49EP=649.50FL=649.50FL=649.51EP=649.51EP=649.52EP=64 9.52TC=649.54 649 .55 649.56EP=649.56FL=649.59FL=649.59 FL=649.60TC=649.60 649.60 649.60EP=6 49. 62 FL=649.62EP=649.62649.62EP=649.63649.64649.64 649.64EP=649.65FL=649.67649.67649.68FL=649.68FL=649.71FL=649. 7 2649.74EP=649.74649.75649.76649.77TC=649.78FL=649.78TC=649.79TC=649.81TC=649.8264 9.83TC=649.90649.91TC=649.91649.92TC=649.92EP=649.93 EP=649.97649.98 EP=649.996 5 0 650650 650 650FL=650.00 FL=650.01TC=6 50.01TC=650. 0 3EP=65 0.03FL=650.05EP=650.05TC=650.06EP=650.07 EP=650.08650.08FL=65 0.08EP=650.09TC=650.09 650.10FL=650.10650.11 TC=650.11650.11TC=650.11TC=650.13EP=650.13TC=650.1365 0.14650.16 TC=650.16FL=650.1665 0.19 TC=650.19650.19 650.23650.24FL=650.25EP=650.26650.31650.31FL=650.32650.33650.34EP=650. 3 4EP=650.36EP=650.37 650.37 TC=650.37 650.39650.39TC=650.40 650.40650.40650.40650.41T C=65 0.4 1 650.41FL=650.42650.42EP=6 5 0.4 3 EP=65 0.44EP=65 0.45EP=650.45650. 4 6FL=650.46EP=650.46EP=650.46650.46TC=650.46EP=650.47650.47650.47TC=650.47EP=650.47TC=650.476 50.48650.48650.48 65 0.48EP=650.50650.51650.51650.51TC=650.51650.51EP =65 0.52 FL=650.52FL=650.53EP=650.53650.54TC=650.54FL=650.54FL=650.54FL=650.54 FL=650.55EP=65 0.56EP=650.56 650.56650. 5 7TC=650.57EP=650.58EP=650. 59EP=650.59FL=650.59FL=650. 5 9650.59650.60 FL=650.60FL=650.60EP=650.60650.60FL=650.60FL=650.61TC=650. 61EP=650.61650.62650.62TC=650.63FL=65 0.63FL=650.63EP=650.64FL=650. 64 EP=650.66FL=65 0.66EP=650.66FL=650.67650. 6 7EP=650.67EP=650.67FL=650.67650.6865 0.69EP=650.69650.69TC=650.70650.71 EP=650.72FL=650. 72 FL=650.72 EP=650.72650.73650.74FL=65 0.74FL=650.74EP=650.74EP=650.74650.74650.75FL=650.76650.76FL=650.76EP=650 .76650.77FL=650.78EP=650. 7 9650.79650.79FL=650 .79 FL=650.79650.79EP=650.80FL=650.80650.80650.82TC=650.83EP=65 0.83FL=65 0.83650.84FL=650.85EP=650.86EP=650.86650.86650.87EP=650.87 EP=650.88EP=65 0.88FL=650.88650.88650.89F L =650.89650.90TC=650. 90 TC=650.91 E P =6 50 .91650.91EP=650.91 FL=650.92650.92TC=650.92650.93650.936 50.93TC=650.94FL=6 50.94FL=650.94650.94TC=650.94TC=650.95 TC=650.95FL=650.96650.96EP=650.9665 0.97TC=650.97 EP=650.97650.97EP=650.99650.99650.9965 0.99650.99FL=650.99FL=651.00651651651 651 651 651 651 651651 6 5 1 651 6 5 1 6516516 5 1 651 65 1 TC=651. 0 0TC=651.00651.00FL=651.01651.01TC=651.01651.01TC=651.02TC=651.02FL=651.02FL=651.02651.03TC=651.0365 1.04651.04EP=651.056 5 1.05 651.06651.06TC=651.06 EP=651.06TC=651.06EP=6 51.06TC=651.07 TC=651.07TC=651.07TC=651.07TC =651.08651.08TC=651.09651.09651.10651. 1 0FL=651.11TC=651.11EP=651.12TC=651.12651.12TC=651.12 EP=651.13FL=651.13TC=651.13651.13EP=651.13651.13TC=651.14 TC=651.14651.14651.14 FL=651.14651.14EP=651.15651.15651.15 651.15EP=651.15EP=65 1.15EP=651.16TC=651.16651.16651.16TC=651.16EP=651.17TC=651.17EP=651.18TC=651.18 EP=651.18651.19651.19FL=651.19651.19TC=65 1.19FL=651.20651.20TC=651.20651.20EP=651.20FL=651.21EP=651.21EP=651.21EP=651.21651.21651.21651.21651.21FL=651.21FL=651. 2 2651.22FL=651.22651.226 5 1 .2 2 FL=651.22TC=651.22FL=651. 2 2EP=651.23EP=651.23651.23EP=651.23EP=651.23TC=651.23 TC=6 51 .23651.23651.23EP=651.23TC=651.24TC=651.24TC=651.24TC=651.24EP=651.24651.24FL=651.24651.25651.25EP=651.25 FL=651.25TC=651.25 EP=651.25EP=6 51.25FL=651. 2 6651.26651.26FL=651.26651.26651.28 FL=651.28FL=651.28T C =6 5 1.2 8 FL=651.28FL=651.29FL=651.29651.29 EP=6 51.29651.30FL=651.30651.30FL=651.31TC=651.31FL=651.33FL=651.3365 1.33EP=651.33TC=651.33FL=651.34T C =651.34651.35651.35FL=651.35651.36651.36EP=651.36EP=651.37FL=65 1.37EP=651.37EP=651.38651.38TC=651.38EP=651.38651.38FL=651.38EP=651.39TC=651.39FL=651.39EP=651.40TC=651.40FL=651.40FL=651. 40TC=651. 4 0651.40651.40EP=651.40651.40651.40FL=651.41TC=651.41FL=651.41 65 1.41FL=651.42651.42FL=651.42EP=651.43TC=651.44EP=651.44TC=651.45651.45651.45651.45 FL=651.46651.46FL=651.46651.47TC=651.47EP=651. 47 TC=651.47EP=651.48651.48EP=651.48TC=65 1.48651.48EP=651.48FL=651.48EP=651.49FL=651.49FL=651.49EP=651.49TC=65 1.50EP=651.51EP=651.51TC=651. 5 1EP=651.51EP=651.51EP=651.51651.53EP=651.5365 1.53FL=651.54FL=651.54651.54EP=651.55FL=651.56FL=651.57EP=651.57TC=651.57EP=651.58FL=651.58FL=651.58FL=651.58FL=651.59FL=651.59 FL=651.60EP=651.60FL=65 1.60651.60TC=651.60EP=651.61FL=651.61EP=651.61TC=6 51.61651.61 EP=651.6365 1.63EP=651.63TC=651.63TC=651.63FL=651. 6 3TC=651.64TC=651.64TC=651.64 651.64651.64FL=65 1.65FL=651.65TC=651.65EP=651. 6 5EP=651.66EP=651.66651. 6 6TC=651.66TC=651.66EP=651.66TC=651.6765 1.67EP=651.67EP=651.67TC=651. 6 7TC=651.67EP=651.67651.67 651.68FL=651.68 TC=651.68TC=651.69TC=6 51.69651.69EP=651.69TC=651.69FL=651.70EP=651. 7 0TC=651.70EP=651.70TC=651.70 FL=651.71651.71 FL=651.71TC=651.72EP=651.72FL=651.72 EP=651.72FL=651.73FL=651.73TC=651.73FL=651.73651.74FL=651.74FL=65 1.74TC=651.74FL=65 1.74 651.74EP=651.75FL=651.75EP=651.75651.75EP=651.75EP=651.76TC=651.76TC=65 1.77FL=651.77TC=651.77651.7765 1.77FL=651.77651.77TC=651.78FL=651.78651.78TC=651.78651.79TC=651.79EP=651.79FL=651.80651.81EP=651.81651.82 FL=651.82TC=651.82TC=651.82651.82 FL=651. 8 3651.83TC=651.83EP=651.83TC=651.83651.84TC=651.85651.85 651.86FL=651.86TC=651.87 FL=651.87TC=651.87651.87TC=651.8865 1.89651.89651.89651.90651.9065 1.90TC=651.91EP=652.27651.91FL=651.92TC=6 51.93651.94 65 1.95TC=651.96TC=65 1.96TC=651.97TC=651.97TC=651.97651.97TC=651. 9 7651.98651.98651.99651.99TC=651.99TC=652.00652.00652652 652 652652652652652652 65 2 652 652652TC=652.01652.01652.01 TC=652.01652.01652.03652.03652.04EP=652.04FL=652.0565 2.05 TC=65 2.05652 .0 6 652.06TC=652.06FL=652.43TC=6 52.07 TC=652.08TC=652.09652.09 65 2.11652.11TC=652.13TC=652.13652.14TC=652.14TC=652.14TC=652.14TC=652.15EP=652.15TC=652.16TC=652. 1 6TC=652.16652.16652. 16 652.16TC=652.17TC=652.17652.18TC=652.19652.19EP=652.19TC=652. 20 TC=652.2065 2.21EP=65 2.22TC=652.22TC=652.23EP=652.23EP=652.23TC=652.25TC=652.25652.25FL=651.81TC=65 2.26EP=652.27EP=652.27652.28TC=652.28TC=652.28EP=652.28FL=652.28TC=652.29EP=652.29EP=652.29EP=65 2.30FL=652.316 52.31FL=652.31FL=6 52.31652.32FL=652. 3 2EP=652.33FL=652.336 5 2.33 TC=6 52.34652. 3 4652.34EP=65 2.34EP=652.34FL=652.34EP=652. 3 5FL=6 52.35FL=65 2.35EP=652.36FL=652.36652.366 52.36652.37652. 3 8652.38652.39652.40FL=652.40652.41EP=652.42652.42FL=652.42FL=652.43652.43EP=6 52.43TC=652.80 EP=652.44FL=652.44652.44FL=652.45FL=652.47EP=652.47TC=652.48652.50EP=652.50652.5265 2.52EP=65 2.52652.53652.55652.55EP=65 2.56EP=652.56FL=65 2.57652.57FL=652.59EP=652.60652.60 FL=652.606 5 2.61 652.61FL=652.62652.63FL=652.64TC=652.64652.64EP=652.64652.65FL=652.65652.6565 2.65652.66652.66FL=652.66EP=65 2.68EP=652.69FL=652.69EP=652.69EP=6 52.69EP=652.70EP=652.71EP=652.72 TC=652.72FL=652.74TC=652.74TC=652.74TC=652.75TC=652.76EP=652.76EP=652.76TC=652.77EP=652.77652.77 EP=652.77FL=652.776 5 2.7 8 FL=652.78EP=652.78TC=652.79FL=652.79 6 52.80 TC=652.80FL=652.80TC=652.80652.81 FL=652.82652.83T652.83TC=65 2.83652.83TC=652.84TC=65 2.85652.85 652.85FL=652.86FL=652.866 52.87 TC=652.87652.88TC=652.88652.89EP=652.89652.89T652.90TC=652.90TC=652.90EP=652.90EP=652.91 6 5 2.9 2 652.93652.93652. 9 4652.946 5 2.9 5 652.95652.95EP=652.96EP=652.966 52.96TC=652.97EP=652.97FL=652.97652.98652.98 TC=652.98 65 2.99653653 653653653653 653653.00FL=653.00FL=65 3.00653.01653.01653.01653.0265 3.02EP=653.03653.03EP=653.036 5 3.0 4 EP=653.04TC=653. 04 TC=653.04 653.05TC=653.05TC=653.05TC=653. 05 EP=653. 06 653.06EP=653.07653.0 7 EP=653.07EP=653.08EP=653.08FL=653.08FL=653.08TC=653.08FL=653.09EP=65 3.09653.09TC=653.09TC=653. 1 0653.11653.11653. 1 1653.11FL=653.12EP=65 3.12 EP=653.13653.13653.13 FL=653.14FL=653.14EP=65 3.15 653.15EP=653.15TC=653.16EP=653.16653.17653.17FL=653.17653.18EP=653.18FL=653.18EP=653.18 TC=653.19653.19EP=653. 1 9653.19EP=653.20FL=653.22FL=653.22653.22653.23FL=653.23EP=653.23EP=653.23TC=653.24FL=653.24FL=653.25653.25TC=653.27TC=653. 27653.27653.28TC=653. 28 6 53.28FL=653.28EP=653.28TC=653.28FL=653.29653.29EP=653.29653.29653.29FL=653.29653.306 53.30653.30FL=653.30 TC=653.31653. 3 165 3.32653.32EP=653.32FL=653.32TC=653.33EP=653.34653.34653.35653.35EP=653.35653.36653.37EP=653.37FL=653.38TC=653.386 53.38TC=653.39EP=6 53.39653.41EP=653.41EP=65 3.41TC=653.41FL=653.4165 3.42653.43FL=653.43EP=653.43653.44653.44FL=653.45EP=65 3.46 FL=653.46EP=653.46TC=653.47FL=653.47EP=653.47EP=653.48TC=653.48TC=653.49FL=653.49FL=653.49TC=6 53.50653.50653.50TC=653. 5 1TC=653.51EP=653.51EP=653.51TC=653.52EP=653.52FL=653.52FL=653.53FL=653.53EP=653.54EP=653.55EP=653.55FL=653.55FL=653.56653.57TC=653.57FL=653.57653.57EP=653.58EP=653.58EP=65 3.58653.59EP=653.59EP=653.60TC=65 3.60FL=653.60EP=653.61653.61EP=653.61 65 3.61 FL=653.62653.62FL=653. 62 653.62653.6 2 FL=653.63TC=653.63FL=65 3.64 653.64FL=653.65EP=653.65TC=653.65653.65653.65FL=653.65TC=653.65EP=653.65EP=653.656 5 3.6 5TC=653.66TC=653.66653. 67 EP=653.67EP=653.67653. 6 7EP=653.67TC=6 53.68TC=653.68TC=653.68FL=6 53.68 TC=653.68653.69FL=653.69FL=653.69FL=653.69653.69 EP=653.69FL=653.69EP=653.69653.69TC=653.70EP=653.70FL=653.70 TC=653.70EP=653.70TC=653.70653.71653. 71 FL=653.7165 3.72FL=653.72TC=653.72653.73FL=653.73653.73TC=653.73FL=653.73EP=653.73TC=653.74 EP=653.74EP=653.74TC=653.74 653.75EP=653. 7 5FL=653.75FL=653.75EP=653.75653.75FL=653.76653.77EP=653.77EP=653.78FL=653.78EP=653.78653.78 FL=653.79EP=653.79FL=653.79EP=653.80 FL=653.80 FL=653.80EP=653.80TC=653.80EP=653.81TC=653.81653.81TC=6 53.82FL=653.82EP=653.8265 3.82FL=653.83FL=653.83653.83EP=653.84FL=653.84EP=653.84FL=653.85EP=653.85FL=653.85653.86TC=653.86 FL=653.87FL=653.87TC=653.87EP=653.88TC=653.88TC=653.88653.89EP=653.89EP=653.89EP=653.91FL=653. 9 1TC=653.91FL=653.91653.91EP=653. 91 FL=653.92653.92EP=6 53.93 653.93TC=653.93653.93EP=653.94FL=653.94653.94653. 9 4FL=653.94EP=653.95EP=653.95TC=653.95FL=653.95EP=653. 96TC=653.97TC=653.97FL=653. 9 7FL=653.9865 3.99FL=653.99EP=653.9965465 4 654654654 654 654654 FL=654.00EP=654.01654.01FL=654.01FL=654.02TC=65 4.02TC=654.02TC=654.03EP=654.03FL=654.03654.03EP=654.03654.04654.04654.04654.04TC=654.05654.05TC=654.05TC=654.05TC=654.05EP=654.05654.06TC=6 54.06FL=654.07TC=654.076 54.07 654.07FL=654.08TC=654.08TC=654.0865 4.10654.10654.11TC=654.11TC=654.12654.12TC=6 54.12654.13TC=654.13 TC=654.13TC=654.13TC=654.14EP=65 4. 1 4TC=654.15 654.15 FL=654.16TC=65 4.17TC=65 4.17TC=6 54.17EP=654.18EP=654.18EP=654.18654.18TC=654.19TC=654.19654.19654.19TC=654.20FL=654.20EP=65 4 .20 EP=654.21FL=654.21TC=654.21TC=654.21TC=654.22TC=654.22654.23654.23TC=6 54.23FL=654.23654.23EP=654.24EP=654.24654.24EP=654.24TC=6 54.24654.24TC=654.24654. 25654.25654.25TC=654.25EP=654.25TC=654.26654.26TC=654.26FL=654.27654.27EP=654.27EP=654.28FL=654.28FL=654.28EP=654.29FL=654.30FL=654.3065 4. 31 TC=65 4.31EP=654.31EP=654.31FL=654.31EP=654.31EP=654. 3 1654.32EP=654.33654.33654.33TC=654.34EP=65 4.34TC=654.34EP=654. 35654.35EP=654.35FL=654.36TC=654.36TC=654.37FL=654.38TC=654.38FL=654.38TC=654.38654.38TC=654.39654.39654.39 FL=654.39654.39654.40654.40EP=654.40FL=654.40TC=654.40FL=6 54.40TC=654.40EP=654. 4 0FL=654.41FL=654.41FL=654.4165 4.41654.42EP=654.42EP=654.42EP=654.42654.43FL=654.43EP=654.43EP=654.44EP=654.44TC=65 4.44EP=654.44EP=654.44654.44654.45FL=654.45TC=654.45TC=654.46EP=654.46EP=654.47EP=654. 4 7FL=654.47FL=654.47EP=654.48EP=654.48TC=654.48654.49FL=654.49 FL=654.50FL=654.51FL=654.516 54.52EP=654.52TC=654.53654.53EP=654.53TC=654.54FL=654.54EP=654.55FL=6 54.55654.55FL=65 4.55FL=654.55FL=654.56EP=654.56FL=654.57654.57EP=654.57EP=654.57FL=654.58654. 58FL=654.59EP=654.60EP=654.60FL=654.6065 4.60EP=654.61FL=654.61654.61FL=654.61EP=654.61654.62EP=654.63TC=654.63654.63TC=654.63TC=654.64FL=65 4.64 654.64TC=654.65 FL=654.65FL=6 54.65FL=654.65FL=6 54.66EP=65 4.67TC=654. 68FL=6 54.68TC=654.69654.70FL=654.70EP=654.70654 .71EP=654.71654.71FL=654.71654.71TC=65 4.72EP=654.72654. 7 3654.73TC=654.73 TC=654.73654.73FL=654.74TC=654.74654.75FL=654.76TC=654.76TC=654.76EP=654.76TC=654.77TC=654.77654.78654.80FL=654.81654.81 TC=654.82TC=654.82TC=654.82TC=654.82654.83 TC=654.83FL=654.83 654.83TC=654.83EP=654.83TC=654.83TC=654.85TC=654.86 FL=654.86TC=654.87TC=654.88TC=654.88TC=654.88TC=654.8865 4.88 654.89TC=654.89654.89EP=654.89TC=654.89EP=654. 9 0654.91EP=654.91EP=654.91TC=654.92EP=654.92 TC=654.93TC=654. 9 3EP=654.93654.94654.94FL=654.95EP=654.95 FL=654.96EP=654. 9 7TC=654.98TC=654.98TC=65 4.98TC=654.99654.99655655655655655655655655655 655TC=655.01TC=655.01TC=655. 0 1FL=655.01 655.02TC=655.02 EP=655. 0 2655.02TC=655.02EP=655.02FL=655.03TC=6 55.04TC=655.04655.05TC=655.06655.06 655.07 655.07TC=655.07TC=655. 0 8655.08TC=655.08655.08655.09TC=655.0965 5.09655.11FL=655.11TC=655.11EP=655. 1 2655.12EP=65 5.13TC=6 55.13TC=655.13FL=655.13655.14655.15 TC=655.15 EP=655.15TC=655.15TC=655.16655.16EP=655.16TC=655.16EP=655.16FL=655.16655.16655.17TC=655.18FL=655.18FL=655.19TC=65 5.20EP=65 5.20655.22655.22655.22 655.22FL=655.22TC=655.22 655.22655.2365 5.25 655.25 EP=655.26TC=655.26FL=655.26FL=655.26TC=655.27TC=655.28655.28 655.30655.32655.32 655.33655.33EP=655.34655.34FL=655.35EP=65 5.37655.39655.39 65 5.39655.40TC=655.40 6 55.40655.41TC=655.41655.41655.41TC=655.41655.42655.43655.43EP=655.44TC=655.44BTC=655.44 FL=655.45655. 46 TC=655.47 655.47 655.47 FL=655.48TC=655.48TC=655.4865 5.49655.49655.49655.49FL=6 55.49655.50 EP=655.50 FL=6 55.50 EP=655.51655.51 655.52655.52655.52655.52655.53655.53TC=655.53 65 5.53655.53655.53655.54TC=655.54655.54 EP=65 5.55655.56TC=655.56TC=6 55.57 655.58 655.58655 .59TC=655.59655.60 FL=655.60TC=655.60655 .60 TC=655.61EP=655.61655.62655.62655.6465 5.64655.65655.66FL=65 5.66FL=655.67EP=655.68FL=655.68EP=655.69655.69TC=655.69EP=655.70655.71EP=655.72 TC=655.73655.73 655.74TC=655.74 TC=655.74TC=655.74655.75 655.75 655.75655. 7 7655.7765 5.78655.78FL=655.78655.79655.79655.796 55 .79 655.79655.806 55.81655. 8 3655.83655.84 TC=655.84 655.85 655.85 655.85655.85655.86655.86 655.87655.87655.88655.8965 5.89655.89UTC=655.90655.90 TC=655.91TC=655.92655.936 5 5.9 4 TC=655.94TC=655.94655.96655.96655.97 655.97 655.98655.98655.98655.98 TC=655.99655.99EP=655.99655.99655.99EP=656.0065 6 6566566566566566566 5 6 656656656 656656.00656.00656.01FL=656.01 EP=656.01EP=656.02FL=656.02FL=656.02FL=656.04656.04 EP=656.06 656.06 656.06656.06TC=656. 07TC=656.08656.09656.09656.10 TC=656.10 FL=656.10656.10656.11EP=656.12656.12 EP=656.12656.1265 6.13656.13 FL=656.13FL=656.146 5 6.14EP=656.14656.156 56.1565 6.16 656.16656.16TC=656.17FL=656.17 656.18 656.18 656.18656.18TC=656.18EP=656.18656.18FL=656.18EP=6 56.19656.19656.19656.22656.23656.236 5 6.2 3 656.246 5 6.2 4656.24656.24656.25656.25FL=656.25656.26656.26656.26656.2665 6 .26 EP=656.26TC=656.27656.27FL=656.27TC=65 6.28656.28656.29656.29656.29656.29656.29 EP=656.306 5 6.3 0 EP=656.31656.32EP=656. 32 656.33656.33656.33FL=656.34656.34656.34EP=656.34656. 34 656 .35 656.35FL=656.35FL=656.35656.36656.36656.38656.3865 6. 3 8656.38 656.38656.38 656.38656.38656.39FL=6 56.39 656.40FL=656.40EP=656.40656. 40 656.406 56.41656.41656.42656.426 5 6 .4 3656.43656.43656.43656.436 5 6.4 3 6 5 6.4 3656.44656.4565 6.45656.45656.45656.45656.45656.45656.46 FL=656.46TC=656.47656.48656.48656.48656.48656.48656.49TC=656.49EP=656.49656.49656.49656.50EP=6 56.50656.50 TC=656.506 56.51656.51 TC=656.51656.52FL=656.52 TC=656.52656.52656.52EP=656.53656.53TC=656.53656.53EP=656.53656.53656.54656. 5 4656.55656.55 TC=656.55656.56FL=656.56656.56 TC=656.56TC=656.57656.57656.57FL=656.57656.58TC=656.58656.58656. 5 8656. 5 8656.58656.59656.59656.59656.596 56.596 56.606 56.60656.61656.62656.62 T656.64TC=656.64 TC=656.656 5 6.6 5656.65656.65656.65 6 56.66656.66656.66656.67TC=656.67656.67656.68 656.69656.70656.70656.71TC=656.71656.72TC=656.72EP=656.73TC=656.73656.73 656.74 656.74656.74FL=656.74 656.74656.75TC=656.76656.76656.76 EP=656.77656. 7 7FL=656.77656.78656.79656.79EP=656.79656.79 FL=656.80656.80TC=65 6.81TC=656.81656.81TC=656.81656. 8 2656.83656.83TC=656.8465 6.84TC=656.86FL=656.86TC=656.88656.88EP=656.90 656.91TC=656.92TC= 6 5 6.9 3656.93TC=656.94656.94656.99656.99EP=657.00FL=657.006576576576576 5 7 657 TC=657.00657.01TC=657.02TC=65 7.02657.03657.03657.03 EP=657.04 657.07TC=657.09EP=657.10 657.11657.11657.14657.14EP=657.20657.22TC=657.22657.22TC=657.26657.26657.27657.28FL=657.28 TC=657.28FL=657.30 FL=657.32EP=657.32657.33EP=657.34 657. 3 4657.35EP=657.37EP=657.38TC=657.42TC=657.43EP=657.45EP=657.46FL=657.46 FL=657.46FL=657.47657.47EP=657.49 FL=657.49657.49FL=657.50657.51657.52657. 5 3FL=6 57.53EP=657.54657.55FL=657.55657.56EP=657.56FL=657.57 65 7.57FL=657. 57 EP=657. 5 8657.59EP=657.60EP=657.60EP=657.61FL=657.61 EP=657.62EP=657.62FL=657.62657.63FL=657.63657.63FL=657.63FL=657.64EP=657.67 TC=657.67 FL=657.69 FL=657.69EP=657.70TC=657.70 FL=657.70EP=657.70EP=657.70657.71EP=657.72657.72 657.72657.72EP=657.72 EP=657.73 TC=657.73FL=657.73EP=657.74657.74EP=657.74FL=657.74FL=65 7.75EP=657.75FL=657.75657.76 FL=657.77FL=657.77 EP=657.77EP=6 57. 7 8EP=657.78EP=657.78EP=657.79EP=65 7.79FL=65 7.80657.80FL=657.80657.80EP=657.80EP=657.80FL=657.81EP=657.81 FL=657.81TC=657.81 657.81657.82FL=657.82EP=657.82FL=657. 8 2EP=657.83FL=657.83 EP=657.836 5 7.8 4EP=657.84FL=657.84FL=657.84657.85657.85FL=657.85EP=657.86FL=657.86FL=657.87657.88FL=657. 8 8657.90EP=657.91657.91TC=657.92FL=657.92FL=657.92EP=657.92 FL=657.92657.93EP=657.93TC=657.93 FL=657.93 TC=657.94FL=657.94TC=657.94EP=65 7.94TC=657.94EP=657.96FL=657.96EP=657.97FL=657.98 FL=658.0065865865865865 8 6586586 5 8658658EP=658.00 658.00FL=658.02FL=65 8.02TC=658. 0 3TC=65 8.04TC=658.04EP=658.04 TC=658.05 TC=658.05EP=658.05TC=658.06 658.06TC=658.06FL=658.07658.07EP=658.07TC=65 8.08TC=658.08658. 0 8TC=658.09FL=658.10TC=658.10TC=658. 11658.11 658.13658.13 TC=658.1365 8.13TC=658.14658.14 658.1565 8.156 58 .15 TC=658. 1 5658.15 TC=658.15658.1565 8.15658.16EP=658.16TC=658.16TC=65 8.16658.16 TC=658.16658.16658.17 658.17FL=658.17TC=65 8.17EP=658.18FL=65 8.18658.19 658.19658.1965 8.20658.20TC=6 58.21658.21658.21 658.22TC=658.22658.23TC=658.23EP=658.23TC=658.23FL=658. 2 4658.24658.24 TC=658.24TC=658.24TC=658.25FL=658. 2 5TC=658.25658.25TC=658.26 FL=658.26658.27658.27 658.27EP=65 8.28658.28TC=658.28TC=658.29658.29658.29658.29658.30TC=658.30TC=658.32TC=658.32T C= 6 5 8.3 3 658 .33 TC=658.33FL=658.34658.34658.34658.35 TC=658.35658.35TC=6 58.35TC=658.36658.37TC=658.37EP=658.37TC=658.38658. 39TC=658.40658.41TC=658.42 658.42 658.43 658.43 EP=658.43658.43TC=6 58.4365 8.43658.44 FL=658.44TC=658.45TC=658.45 FL=658.45658.45TC=658.45TC=658.45TC=658.46TC=658.47TC=658.48TC=658.48 658.486 58.50658.50TC=658. 5 065 8.51 658.51TC=658.52 658.52 6 58 .52 FL=658.52TC=65 8.54658.54 TC=658.56TC=658. 5 6658 .57 658.576 5 8.57EP=658.57TC=65 8.57FL=658.58TC=658.58TC=65 8.61TC=658.61658.62TC=658.62TC=65 8.62 EP=658. 63TC=658.63658.63658.64658. 64 65 8.6465 8.65 658.66658.66 6 5 8.6 7658.68TC=658.69TC=658.70TC=658.71658.726 58.72TC=658.73EP = 6 5 8. 7 3658.73T C=65 8.75 658.75TC=658.75 658.76 TC=658.77 EP=658.77658.77658.78TC=658.78TC=658. 8 1FL=658.81 658.83658.84658.85 TC=658.86 TC=658.87 TC=658. 88658.89TC=658.90658.92658.92658.93 658.94 TC=658.95 658.95 TC=658.95EP=658.95658.96 658.97658.98EP=658.99659659659659659 659659659659659 6596 5 9 659 TC=659.006 59.00TC=659.01659.01TC=659.03FL=659.04TC=659. 0 4EP=659. 0 5FL=659. 0 5FL=659.06EP=659.06EP=659.06659.07 659.07659.07659.07FL=659.09EP=659.09EP=659.10FL=659.10FL=659.11659.12FL=659.12EP=659.13FL=659.14EP=659. 14EP=659.14EP=659.15EP=659.15TC=659.15659.15 FL=659.16659.17FL=659.17EP=659.17EP=659.18FL=659.18EP=659.19FL=659.20TC=659.20 FL=659. 2 0EP=659.20EP=659.21EP = 6 5 9.2 2EP=659.22EP=659.23 TC=659.23 EP=659.24EP=659.24EP=659.25FL=659.25EP=659.25FL=659. 25 659.26FL=659.26FL=659.26EP=659.26EP=659.27EP=65 9.27659.27FL=659. 2 7FL=659.27EP=659.28EP=659.28EP=659.28EP=659.28659.29EP=659. 2 9FL=659.29FL=659.29EP=659.29FL=659.29FL=659.30 FL=659.30EP=659.30FL=659.30659.30FL=659. 30FL=659. 3 1FL=659.31EP=659.31EP=659.31FL=659.31EP=659.32EP=659.32 EP=659.32EP=659.32TC=659.32 EP=659.33FL=659.33EP=659.33FL=659.33 EP=659.33FL=659.34FL=659.34EP=659.34EP=659.34 EP=65 9.34FL=6 59.34FL=659.35FL=65 9.35FL=659.35FL=659.35 FL=659.35FL=659.36EP=659.36 T C=6 5 9.3 6 659.36FL=659.36FL=659. 3 6FL=659.37EP=659.38659.38EP=659.38FL=659.39EP=659.39EP=659.39659.40 EP=659.40FL=659.40EP=659.41EP=65 9.42659.42FL=659.42 FL=659.43FL=659.43FL=659.43659.44FL=659.45659.45659.45FL=659.45EP=65 9.45EP=65 9.45FL=659.45FL=659.46TC=659.47FL=659.47EP=659.47FL=659.48TC=659.49TC=659.49EP=659.50EP=659.52FL=659.52TC=659.53FL=659.53FL=659.53EP=659.53TC=6 59.54EP=659.54FL=659.54EP=659.54FL=659.54FL=659. 54EP=659.55EP=659.55659.56 TC=65 9.56 EP=659. 57 TC=659.57 659.57EP=659.58TC=659.58TC=659.58EP=659.58659.59 FL=659.59FL=659.59659.59FL=659.59659.59TC=659.60659.60TC=659.60FL=659.61659. 62 TC=659.62EP=659.62FL=659.62TC=659.63TC=659.636 5 9.63 EP=659.64EP=659.64EP=659.65TC=659.65FL=659.66TC=659.66EP=659.67 FL=659.67 EP=659.67EP=659.67FL=659.67EP=659.68TC=659.68TC=659.69TC=65 9.69TC=659.69TC=659.70FL=659.70FL=659. 70 659.71 TC=659.71FL=659.71TC=659.72TC=659.72TC=659.72TC=659.72FL=659.72TC=659.73 FL=659.73TC=659.73659.74EP=659.74FL=659.75TC=659.75TC=659.75659.76 T C=659.76TC=6 59.76TC=659.76 659.76TC=659.76659.77TC=659.77 TC=659.77TC=659. 78TC=659.78FL=659.78TC=659.78TC=659.78TC=659.79TC=659.79TC=659.79EP=659.79TC=65 9 .80 EP=659.80 TC=659.80TC=659.81EP=659.81FL=659.81EP=659.81TC=659.81TC=659.82TC=659.82FL=659.8365 9.83659.83 659.84 TC=659.85 FL=659.85TC=659.85EP=659.85TC=659.86TC=659.86TC=659.86TC=659.86TC=659.87TC=659.88659.88659.88EP=659.88T C=6 5 9.8 9659.89TC=659.89TC=65 9.90TC=659.91TC=659.91TC=659.91EP=659.92FL=659.93659.94659.94TC=659.94 659.94TC=659.94659.94659.95TC=659.95 FL=659.96EP=659.96TC=659.96FL=659.98EP=659.99FL=660.00FL=660.00660.00660 660660660660660660660660660660 6606 6 0 660 FL=660.00TC=6 60.01660.01EP=66 0.01TC=66 0.02TC=660.02660.03TC=660.03660.04 TC=660.04EP=660.04660.0466 0.04TC=660.04660.05 TC=660.056 6 0.0 7 TC=660.07 TC=660.07 EP=660.08TC=660.08TC=660.09EP=660.09660.10 TC=660.11TC=660.12660.12 660.12TC=660.12TC=660.12TC=660.13TC=660.13 660.13660. 1 3TC=660.15TC=660.18660 .18 TC=660.19660.19660.19660.19660.20660.21660.21660.22660.23660.24660.24 TC=66 0.24TC=660.24TC=660.26 660.26660 .26 660.26TC=660.27TC=660.28TC=660.28660.28660.31660.3166 0.32 EP=660.33660.33660.33TC=660.34FL=660.34660.34 660.35660.36660.36660.37TC=660. 38660.38TC=660.38660.38TC=660.38660.38660.396 6 0. 3 9660.39 660.40660.40660.4166 0.41660.41660.41660.42660.4266 0.42660.42 660.43TC=660.43660.43TC=660.436 60.43 660. 4 3660.43660. 4 46 60.44660.44TC=66 0.456 6 0.4 5 66 0.45660.45660.45 660. 45 660.45660.4666 0.46660.46660.4666 0.47 660.46TC=660.47TC=660.47660.47 660.476 60.4766 0.476 60.47660.48660.4866 0.48660.48W660.48660. 4 8660.49660.50660.50TC=660.51660.51660.51660.52 660.52 660.53660.53 TC=660.53660.53660.53660.53660.53660.54TC=660.54 660.54660.54660.54660.55660.56660.56 660.56 660.56660.57TC=660.58660.58 EP=660.58 660.59660.61660.626 60.62 660.63660.63660.64660.65TC=660.65 660.66TC=660.67EP=660. 6 8660.68660.68 T C =660.7 1 TC=660. 71660.71FL=660.71660.7266 0.7 3 TC=660.74660.78T660.78660 .79 660.83660.8 4 66 0.84660.84660.85660.89660.89660.90660.93660.95660.96660. 9 7660.98 6 6 1 661661 661 661 661 6 6 1 66166 1.0 2 661.04661.04661.05 661.05EP=661.06661.06661.08TC=661.09TC=661.12EP = 6 6 1.1 2TC=661. 13 661.13FL=661.14TC=661.17661.17661.18661.20661.20 EP=661.25TC=661.25661.27661.28EP=661.29661.29 661.31 661.32661.33EP=661.35TC=661.37 EP=661. 3 8TC=661.38 EP=661.39661.40EP=661.41FL=661.41661.41 661.43TC=661.43FL=661.45TC=661.4766 1. 4 9EP=661.50661.51EP=6 6 1. 5 3 661.53 66 1.54FL=661.54 6 61.56TC=661.56 EP=661.57661.586 61.58TC=6 61.60FL=6 61.61FL=661.62TC=661.65TC=661.65TC=661.65TC=661.65 TC=661.65FL=6 61.66661.66 EP=661.67EP=66 1.67661.67 661.68TC=661.68 661.68 EP = 6 6 1.6 9661.71661.71661.7266 1 . 7 2 661.756 61.76661.76EP = 6 6 1.8 0661.80661.81661.81 TC=661.83 661.83 661.83661.84 661.84 6 6 1. 8 5 661.8566 1 .85 661.86 661.86 661.87 TC=661.87661.87661.88TC=661.896 6 1.8 9 TC=661.91661.91 661.93661.94661.94661.95661.95661.95661.96661.96661.97661.97661.97661.97TC=661.9866 1.9966 1. 9 9661.996626626 6 2 662 662 662662.01662.01662.01662.01662.02 TC=662.026 6 2 . 0 2 TC=662.0566 2.07FL=662.08662.13EP=662.13TC=662.14662.17 FL=66 2.19EP =6 6 2 . 2 4 EP=662.286 6 2.40 EP=662.41662.44662.45662.49662.49TC=662.60EP=662.67 66 2.76 FL=662.88663663EP=6 63.03EP=6 63.23 663.31TC=663.34663.38663.40663.41663.41663.42663.45663.45663.46FL=663.57EP=663. 61663. 7 2663.75663.76663.77G66 3.91FL=663.96664664.05EP=66 4.09TC=664.09664.10664.16 664.20TC=664.42664.52 FL=664.52EP=664.57FL=664.69EP=664.72TC=664.84665.02 TC=665.20FL=665.33EP=665.47TC=66 5.81665.88665.90665.90665.94 667.54668.61"STOP"BOLLARD (TYP) "STOP"6' WOOD FENCECOMED VAULTELEC MHAT&T VAULT"STOP" "STOP" "STOP"E,S I =649.25,30"RCPNW I =649.46,15"RCPR=655.57SE I =649.36,15"RCPSW I =649.36,36"RCPN I =649.41,30"RCPR=655.87T/PI PE=655.44,6"METALR=655.89N I =639.66,10"CLAYW I =639.66,10"CLAYS I =641.74,10"CLAYR=655.36S I =641.08,10"CLAYE I =641.15,10"CLAYR=653.16SE I =646.12,27"RCPW I =646.12,30"x48"CMPNE I =646.15,36"RCPSW I =646.67,18"RCPR=650.62NW I =647.11,12"RCPS I =647.45,8"RCPR=650.13E,W I =645.23,30"x48"CMPSE I =645.58,12"RCPR=650.01E,W I =645.67,30"x48"CMPR=650.77SE I =646.54,21"RCPNW I =646.54,27"RCPR=650.19NE,SW I =646.52,36"RCPR=651.28W I =650.80,12"RCPR=653.54SW I =650.53,12"RCPR=654.13NW,E I =652.84,6"DI PR=655.99N,S T/PI PE=649.15R=655.65SW I =653.20,12"RCPR=656.75NW I =653.91,12"RCPNE I =654.01,8"PVCR=657.11AT&T VAULTW/METERSGAS CONNECTI ON LOADING DOCKDOCKFF=660.53W/SMALL HANDRAI LLOADI NG DOCK CONC WALLW/HANDRAI LCONC WALLBRI CK WALL"STOP"W/METERGAS CONNECTI ON CONC PADTRANS ON METAL OVERHANGCONC PADTRANS ON LARGE CATCH BASI NLARGE CATCH BASI N"DO NOT ENTER"SI LL=660.55SI LL=660.51SI LL=660.54SI LL=662.01SI LL=661.94SI LL=662.01SI LL=662.01SI LL=661.97SI LL=661.97SI LL=661.99SI LL=661.99SI LL=662.07SI LL=660.59SI LL=660.58SI LL=660.61SI LL=660.57"STOP"SI LL=656.45SI LL=656.45SI LL=656.45SI LL=656.49SI LL=656.39AUTO SPRI NKLERSI LL=660.43SI LL=660.54SI LL=660.51SI LL=660.48STREET LI GHTSI LL=656.15ELEC METERSWI TCH BOXSI LL=656.18SI LL=652.96SI LL=652.98GFF=652.95SI LL=653.02SI LL=652.99SI LL=652.96GFF=653.67SI LL=653.69SI LL=653.75SI LL=653.71F L A G P O L EWALLCONC "STOP"NE I =646.93,12"RCPR=650.53SW I =647.25,15"DI PSE I =647.48,15"RCPNE I =647.55,18"RCPNW I =647.63,8"DI PR=650.73NE I =647.53,12"RCPR=649.51SW I =646.43,12"RCPNW,SE I =646.43,21"RCPR=650.13NE,SE I =647.67,12"RCPR=653.79UNABLE TO OPENLOCKEDR=654.86SW I =653.59,12"RCPR=657.09S I=649.74,24"RCP N I=649.74,18"RCP E I=649.94,12"RCP R=654.39N,SE I =650.78,15"RCPR=655.74N,E I =654.04,8"PVCR=659.69NW,NE I =647.03,21"RCPSW I =647.76,6"DI PR=650.51NE,SW T/PI PE=649.25R=655.94SE,SW I =647.84,10"DI PE I =647.88,10"DI PR=656.16LI GHTLANDSCAPE NO PARKI NG" "15 MPH/LEFT" "KEEPONLY" "AUTHORI ZED VEHI CLES ENTER" "STOP/DO NOTSW I =654.16,8"PVCE I =654.21,8"PVCR=657.41W I =652.56,6"DI PSE I =652.69,6"DI PR=655.76NW,SE I =647.64,15"RCPR=649.56NW I =647.60,15"RCPR=649.45UNABLE TO OPENLOCKEDR=650.50UNABLE TO OPENLOCKED R=650.95(TYP)BUILDING OVERHANGCONC WALL PLANTERCONC PADTRANS ON AREAENCLOSI NG TRASH BRI CK WALLSPRI NKLER"STOP"ROOF OVERHANGFENCELI GHTSTREET LOADING DOCK GARBAGE COMPACTORENCLOSING TRASH AREA BRICK WALL CONC WALLMETERS3 ELEC BUI LDI NG OVERHANG(TYP)BUI LDI NG OVERHANGCONC WALLCONC WALLCONC PADTRANS ON VAULT& VALVE GAS METER ELEC BOXCONC WALLCONC PADTRANS ONUTI LI TY BOXCONC WALLSPRI NKLERCONC PADTRANS ON CONC PADTRANS ON BUILDING OVERHANGELEC METERC O N C P A D T R A N S O N SPRI NKLER& VALVEGAS METER SPRI NKLERVALVEAUTO SPRI NKLERCONC PADTRANS ON BOLLARD (TYP)CONC STAIRSCONC STAIRSMETERS3 ELEC 6' C H AI N LI N K F E N C E & VALVEGAS METERS T/WALL=656.34T/WALL=651.24T/WALL=657.49T/WALL=650.46T/WALL=650.39T/WALL=649.62T/WALL=654.03T/WALL=655.96T/WALL=656.33T/WALL=663.45T/WALL=665.88T/WALL=663.38T/WALL=663.41#110B ONE STORY BRICK BUILDING #210 ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING #158 TWO STORY BRICK BUILDING NO FLOW/PI PE HALF SUBMERGEDN I =647.37,15"RCPSW I =647.37,12"RCPS I =647.47,10"RCPR=653.77R=659.59 GREASE TRAP R=659.60 GREASE TRAP "STOP" "STOP" R=659.83 GREASE TRAP T/WALL=654.10TRENCH DRAI NW/METAL HANDRAILCONC STAIRS HANDRAI LMETALW/HANDRAI LMETAL STAI RCASEW/HANDRAI LMETAL STAI RCASEBUI LDI NGSANI TARY LI FT STATI ONBLOCK 1-STORY CONCBLOCK 1-STORY CONC#260 COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE LI GHTAREA STRUCTURE IN THIS PROBABLE BURIED R=663.23N,S T/PI PE=648.13R=653.78LOADING DOCK "HANDICAP PARKING" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDICAP PARKING" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDI CAP PARKI NG" "HANDICAP PARKING"PARKI NG" "HANDI CAP"HANDI CAP PARKI NG" P A R KI N G" " H A N DI C A P R=659.56MENS WEAR HOUSE... " SI GN"TJ MAXX...CONC WALLSE I =661.77,12"RCPR=664.77AT TI ME OF SURVEYCAR PARKED ON TOPR=661.75SE I =660.43,12"RCPR=663.68E I =659.89,12"DI PR=662.51R=660.47SW I=643.06,6"CLAY NW,NE I=642.31,8"CLAY R=650.86 NE,SW I=647.28,21"RCP R=652.42 (LOCKED)ON CONC PADACCESS VAULTSNW,SE T/PI PE=655.05R=661.15SE I =642.98,6"CLAYNE,SW I =642.98,8"CLAYR=652.71SE I =641.83,12"DI PNW I =641.83,8"CLAYSW I =642.99,8"CLAYR=650.59NE I=644.84,8"DIP S I=644.84,8"CLAY R=652.89 SW I =646.30,12"RCPNW,SE I =646.30,27"RCPR=650.66NW,SE,E T/PI PE=657.36R=657.366 4 9 6 5 0 650650 650 650651651651 651 651 651 651 651651 6 5 1 651 6 5 1 6516516 5 1 651 65 1 652652 652 652652652652652652 65 2 652 652652 T T 65365 3653653653653653 6 53 6 5 3 653653 65365465 4 654654654654 654 654654654654 W65565565565565565565565565565 5 655 65 5 655655 655655B WWW65 6 656656656656656 6 5 66566566 5 6 656656656 656656T6576 5 7 6576576576 5 7 657 65865865865865865 8658658 6586586 5 86586586596596596 59 659 659659659 659659659659659659 6596 5 9 659 T660 660660660660660660660660660660660660 6606 6 0 660 WT6 6 1 661661 661 661 661 6 6 1 6616626626 6 2 662 662 662663663664NSE3 0 40 SCALE 1" = 40' 80 WAUKEGAN ROADPS FF CP SYMBOL LEGEND STABILIZED CONSTRUCTION ENTRANCE SILT FENCE FABRIC FILTER CONCRETE PAVEMENT SOIL EROSION AND SEDIMENT CONTROL PLAN - 3WITH MIN 6" TOPSOIL AND SEED EROSION BLANKET PINNED IN PLACE FF FF FF FF FF FF FF FF FF FF FF FF FF FF 7069.12SE3.DGN 10 CP CP CP PERMANENT SEEDING PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PSPS PS PS PS PS SE SE P PAVING P P P P P P P P P P P CW CONCRETE WASHOUT CW PS FF=60.60± EXISTING BUILDING FF=60.00 RETAIL B 60.00 RETAIL A 59.00 ULTA CP FF=56.50± EXISTING BUILDING LIMITS OF DISTURBANCE 102/28/17PER ARCHITECTCP CP PS PER ARCHITECT04/04/172OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12SE03.dgn Default User=dfalda 1. GENERAL A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE SOIL AND GROUNDWATER CONDITIONS AT THE SITE. THE CONTRACTOR SHALL OBTAIN AND READ THE GEOTECHNICAL REPORTS AVAILABLE FROM THE OWNER. B. ANY QUANTITIES IN THE BID PROPOSAL ARE INTENDED AS A GUIDE FOR THE CONTRACTORS USE IN DETERMINING THE SCOPE OF THE COMPLETED PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL MATERIAL QUANTITIES AND APPRAISE HIMSELF OF ALL SITE CONDITIONS. THE CONTRACT PRICE SUBMITTED BY THE CONTRACTOR SHALL BE CONSIDERED AS LUMP SUM FOR THE COMPLETE PROJECT. NO CLAIMS FOR EXTRA WORK WILL BE RECOGNIZED UNLESS ORDERED IN WRITING BY THE OWNER. D. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION, AND PREVENT STORMWATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS. THE FAILURE TO PROVIDE PROPER DRAINAGE WILL NEGATE ANY POSSIBLE ADDED COMPENSATION REQUESTED DUE TO DELAYS OR UNSUITABLE MATERIALS CREATED AS A RESULT THEREOF. FINAL GRADES SHALL BE PROTECTED AGAINST DAMAGE FROM EROSION, SEDIMENTATION AND TRAFFIC. E. PLANS FOR THE SITE DEWATERING, IF EMPLOYED, SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER PRIOR TO IMPLEMENTATION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR DEWATERING DURING CONSTRUCTION. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE "SOIL EROSION AND SEDIMENTATION CONTROL MEASURES". THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES AND THE PLACEMENT OF SILT AND FILTER FENCING, ETC. TO PROTECT ADJACENT PROPERTY, WETLANDS, ETC. SHALL OCCUR BEFORE MASS GRADING BEGINS. G. PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES, THE CONTRACTOR SHALL ERECT A "SNOW FENCE" AROUND ANY TREE DESIGNATED TO BE PRESERVED. SAID FENCE SHALL BE PLACED IN A CIRCLE CENTERED AROUND THE TREE, THE DIAMETER OF WHICH SHALL BE SUCH THAT THE ENTIRE DRIP ZONE (EXTENT OF FURTHEST EXTENDING BRANCHES) SHALL BE WITHIN THE FENCE LIMITS. THE EXISTING GRADE WITHIN THE FENCED AREA SHALL NOT BE DISTURBED. H. EXCESS MATERIALS, IF NOT UTILIZED AS FILL SHALL BE COMPLETELY REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF OFF-SITE BY THE CONTRACTOR. I. GEOTEXTILE FABRIC, IF AUTHORIZED BY THE OWNER, SHALL BE "SUPAC 5NP", "MIRAFI 160" OR EQUAL, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. TOPSOIL EXCAVATION INCLUDES: A. EXCAVATION OF TOPSOIL AND OTHER STRUCTURALLY UNSUITABLE MATERIALS WITHIN THOSE AREAS THAT WILL REQUIRE EARTH EXCAVATION OR COMPACTED EARTH FILL MATERIAL. EXISTING VEGETATION SHALL BE REMOVED PRIOR TO STRIPPING TOPSOIL OR FILLING AREAS. B. PLACEMENT OF THE EXCAVATED MATERIAL IN OWNER DESIGNATED AREAS FOR FUTURE USE WITHIN AREAS TO BE LANDSCAPED, AND THOSE AREAS NOT REQUIRING STRUCTURAL FILL MATERIAL. PROVIDE NECESSARY EROSION CONTROL MEASURES FOR STOCKPILE. C. TOPSOIL STOCKPILED FOR RESPREAD SHALL BE FREE OF CLAY AND SHALL NOT CONTAIN ANY OF THE TRANSITIONAL MATERIAL BETWEEN THE TOPSOIL AND CLAY. THE TRANSITIONAL MATERIAL SHALL BE USED IN NON-STRUCTURAL FILL AREAS OR DISPOSED OF OFF-SITE. D. TOPSOIL RESPREAD SHALL INCLUDE HAULING AND SPREADING 6" OF TOPSOIL OVER AREAS TO BE LANDSCAPED WHERE SHOWN ON THE PLANS OR DIRECTED BY THE OWNER. E. MODERATE COMPACTION IS REQUIRED IN NON-STRUCTURAL FILL AREAS. 3. EARTH EXCAVATION INCLUDES: A. EXCAVATION OF CLAY AND OTHER MATERIALS WHICH ARE SUITABLE FOR USE AS STRUCTURAL FILL. THE EXCAVATION SHALL BE TO WITHIN A TOLERANCE OF 0.1 FEET + OF THE PLAN SUBGRADE ELEVATIONS WHILE MAINTAINING PROPER DRAINAGE. THE + TOLERANCE WITHIN PAVEMENT AREAS SHALL BE SUCH THAT THE EARTH MATERIALS SHALL "BALANCE" DURING THE FINE GRADING OPERATION. B. PLACEMENT OF THE CLAY AND OTHER SUITABLE MATERIALS SHALL BE WITHIN THOSE AREAS REQUIRING STRUCTURAL FILL IN ORDER TO ACHIEVE THE PLAN SUBGRADE ELEVATIONS TO WITHIN A TOLERANCE OF 0.1 FEET +. THE FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS THAT SHALL NOT EXCEED EIGHT (8) INCHES IN THICKNESS, AND THE WATER CONTENT SHALL BE ADJUSTED IN ORDER TO ACHIEVE REQUIRED COMPACTION. STRUCTURAL FILL MATERIAL MAY BE PLACED WITHIN THOSE PORTIONS OF THE SITE NOT REQUIRING STRUCTURAL FILL, TO WITHIN SIX (6) INCHES OF THE PLAN FINISHED GRADE ELEVATION. IN AREAS REQUIRING STRUCTURAL FILL, HOWEVER, THIS MATERIAL SHALL NOT BE PLACED OVER TOPSOIL OR OTHER UNSUITABLE MATERIALS UNLESS SPECIFICALLY DIRECTED BY A SOILS ENGINEER WITH THE CONCURRENCE OF THE OWNER. C. COMPACTION OF THE CLAY AND OTHER SUITABLE MATERIALS, SHALL BE TO AT LEAST 95% OF THE MODIFIED PROCTOR DRY DENSITY WITHIN PROPOSED PAVEMENT AREAS, SIDEWALK, ETC. COMPACTION SHALL BE AT LEAST 95% OF THE MODIFIED PROCTOR WITHIN PROPOSED BUILDING PAD AREAS. 4. UNSUITABLE MATERIAL UNSUITABLE MATERIAL SHALL BE CONSIDERED AS MATERIAL WHICH IS NOT SUITABLE FOR THE SUPPORT OF PAVEMENT AND BUILDING CONSTRUCTION, AND IS ENCOUNTERED BELOW NORMAL TOPSOIL DEPTHS AND THE PROPOSED SUBGRADE ELEVATION. THE DECISION TO REMOVE SAID 5. MISCELLANEOUS THE CONTRACTOR SHALL: A. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED ALL EXCESS TRENCH SPOIL AFTER COMPLETION OF THE UNDERGROUND IMPROVEMENTS. B. SCARIFY, DISC, AERATE, AND COMPACT, TO THE DEGREE SPECIFIED, THE UPPER TWELVE (12) INCHES OF THE SUITABLE SUBGRADE MATERIAL, IN ALL AREAS THAT MAY BE SOFT DUE TO EXCESS MOISTURE CONTENT. THIS APPLIES TO CUT AREAS AS WELL AS FILL AREAS. C. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO ADJUST THE MOISTURE CONTENT FOR THE PURPOSE OF ACHIEVING THE SPECIFIED COMPACTION. D. BACKFILL THE CURB AND GUTTER AFTER ITS CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BASE COURSE MATERIAL. 6. TESTING AND FINAL ACCEPTANCE A. THE CONTRACTOR SHALL PROVIDE AS A MINIMUM, A FULLY LOADED TEN-WHEEL TRUCK FOR PROOF ROLLING THE PAVEMENT SUBGRADE PRIOR TO THE PLACEMENT OF THE CURB AND GUTTER AND B. ANY UNSUITABLE AREA ENCOUNTERED AS A RESULT OF PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL, OR OTHERWISE CORRECTED, APPROVED BY THE SOILS CONSULTANT. 1. GENERAL A. PAVING WORK INCLUDES FINAL SUBGRADE SHAPING, PREPARATION AND COMPACTION; PLACEMENT OF SUB-BASE OR BASE COURSE MATERIALS; BITUMINOUS BINDER AND/OR SURFACE COURSES; FORMING, FINISHING AND CURING CONCRETE PAVEMENT, CURBS AND WALKS; AND FINAL CLEAN-UP AND ALL RELATED WORK. B. COMPACTION REQUIREMENTS: [REFERENCE ASTM D-1557 (MODIFIED PROCTOR)] SUB-GRADE = 95%; SUB-BASE = 95%; AGGREGATE BASE COURSE = 95%; BITUMINOUS COURSES = 95% OF MAXIMUM DENSITY PER (SSRBC) ARTICLE 406.16. 2. SUB-GRADE PREPARATION A. EARTHWORK FOR PROPOSED PAVEMENT SUBGRADE SHALL BE FINISHED TO WITHIN 0.1 FOOT, PLUS OR MINUS, OF PLAN ELEVATION. THE CONTRACTOR SHALL SATISFY HIMSELF THAT THE SUBGRADE HAS BEEN PROPERLY PREPARED AND THAT THE FINISH TOP SUBGRADE ELEVATION HAS BEEN GRADED WITHIN TOLERANCES ALLOWED IN THESE SPECIFICATIONS. UNLESS THE CONTRACTOR ADVISES THE OWNER AND ENGINEER IN WRITING PRIOR TO FINE GRADING FOR BASE COURSE CONSTRUCTION, IT IS UNDERSTOOD THAT HE HAS APPROVED AND ACCEPTS THE RESPONSIBILITY FOR THE SUBGRADE. B. PRIOR TO THE PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE PROOF ROLLED AND INSPECTED FOR UNSUITABLE MATERIALS AND/OR EXCESSIVE MOVEMENT. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE CORRECTED IN A MANNER APPROVED BY THE OWNER OR HIS REPRESENTATIVE. THIS MAY INCLUDE ONE OR MORE OF THE FOLLOWING METHODS: 1) SCARIFY DISC AND AERATE. 2) REMOVE AND REPLACE WITH STRUCTURAL CLAY FILL. 3) REMOVE AND REPLACE WITH GRANULAR MATERIAL. 4) USE OF GEOTEXTILE FABRIC. OCCURS OVER THE MAJORITY OF THE AREA. C. PRIOR TO THE CONSTRUCTION OF THE CURB AND GUTTER AND THE PLACEMENT OF THE BASE SUBGRADE ELEVATION, TO A POINT TWO (2) FEET BEYOND THE BACK OF CURB, SO AS TO INSURE THE PROPER THICKNESS OF PAVEMENT COURSES. NO CLAIMS FOR EXCESS QUANTITY OF BASE MATERIALS DUE TO IMPROPER SUBGRADE PREPARATION WILL BE HONORED. D. PRIOR TO PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE APPROVED BY THE MUNICIPAL ENGINEER AND/OR OWNER. 3. CONCRETE WORK A. ALL EXTERIOR CONCRETE SHALL BE PORTLAND CEMENT CONCRETE CLASS SI OR PV PER (SSRBC) SECTION 1020.04 WITH AIR ENTRAINMENT OF NOT LESS THAN FIVE (5%) OR MORE THAN EIGHT (8%) PERCENT. CONCRETE SHALL BE A MINIMUM OF SIX (6) BAG MIX AND SHALL DEVELOP A MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH OF FOURTEEN (14) DAYS. ALL CONCRETE SHALL BE BROOM FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL. B. CONCRETE CURB AND/OR COMBINATION CURB AND GUTTER SHALL BE OF THE TYPE SHOWN ON THE PLANS. THE CONTRACTOR IS CAUTIONED TO REFER TO THE CONSTRUCTION STANDARDS AND THE PAVEMENT CROSS-SECTION TO DETERMINE THE GUTTER FLAG THICKNESS AND THE AGGREGATE BASE COURSE THICKNESS BENEATH THE CURB AND GUTTER. PREMOLDED FIBER AT SIXTY (60) FOOT INTERVALS AND AT ALL PC'S, PT'S AND CURB RETURNS. ALTERNATE ENDS OF THE DOWEL BARS SHALL BE GREASED AND FITTED WITH METAL EXPANSION TUBES. SAWED OR FORMED CONTRACTION JOINTS SHALL BE PROVIDED AT NO GREATER THAN FIFTEEN (15) FOOT INTERVALS BETWEEN EXPANSION JOINTS. NO HONEY-COMBING OF THE CURB AND GUTTER WILL BE ACCEPTED. C. CURBS SHALL BE DEPRESSED AT LOCATIONS WHERE PUBLIC WALKS/PEDESTRIAN PATHS INTERSECT CURB LINES, AND OTHER LOCATIONS AS DIRECTED, FOR THE PURPOSE OF PROVIDING ACCESSIBILITY. (SEE CONSTRUCTION STANDARDS FOR DETAIL). BARRIER CURB SHALL ALSO BE DEPRESSED AT DRIVEWAY LOCATIONS. D. THE CURBS SHALL BE BACKFILLED AFTER THEIR CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BASE COURSE. E. CONCRETE SIDEWALK SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. PROVIDE INTERVALS, AND ADJACENT TO CONCRETE CURBS, DRIVEWAYS, FOUNDATIONS, ETC. I. THE COST OF AGGREGATE BASE OR SUB-BASE UNDER CONCRETE WORK SHALL BE INCLUDED IN THE COST OF THE RESPECTIVE CONCRETE ITEM. 4. FLEXIBLE PAVEMENT A. THE PAVEMENT MATERIALS FOR BITUMINOUS STREETS, PARKING LOTS, DRIVEWAYS, SIDEWALKS AND BIKE PATHS SHALL BE AS DETAILED ON THE PLANS. UNLESS OTHERWISE SHOWN ON THE PLANS, THE FLEXIBLE PAVEMENTS SHALL CONSIST OF AGGREGATE BASE COURSE, TYPE B, (OR BAM IF SELECTED BY THE OWNER); BITUMINOUS CONCRETE BINDER COURSE, MIXTURE B; AND BITUMINOUS CONCRETE SURFACE COURSE, CLASS 1, MIXTURE D, TYPE 2; OF THE THICKNESS AND MATERIALS SPECIFIED ON THE PLANS. THICKNESSES SPECIFIED SHALL BE CONSIDERED TO BE THE MINIMUM COMPACTED THICKNESS. B. ALL TRAFFIC SHALL BE KEPT OFF THE COMPLETED AGGREGATE BASE UNTIL THE BINDER COURSE GALLONS PER SQUARE YARD PRIOR TO PLACING THE BINDER COURSE. PRIME COAT MATERIALS SHALL BE BITUMINOUS M.C. - 30. C. PRIOR TO PLACEMENT OF THE SURFACE COURSE, THE BINDER COURSE SHALL BE CLEANED, AND TACK COATED IF DUSTY OR DIRTY. ALL DAMAGED AREAS IN THE BINDER, BASE OR CURB SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER PRIOR TO PLACING THE SURFACE COURSE. THE CONTRACTOR SHALL PROVIDE WHATEVER EQUIPMENT AND MANPOWER NECESSARY, INCLUDING THE USE OF POWER BROOMS IF REQUIRED BY THE OWNER, TO PREPARE THE PAVEMENT FOR APPLICATION OF THE SURFACE COURSE. THE TACK COAT SHALL BE UNIFORMLY APPLIED TO THE BINDER COURSE AT A RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARD. TACK COAT SHALL BE AS SPECIFIED IN (SSRBC) SECTION 406.02. D. SEAMS IN BAM, BINDER AND SURFACE COURSE SHALL BE STAGGERED A MINIMUM OF 6". 5. TESTING AND FINAL ACCEPTANCE A. THE CONTRACTOR SHALL FOLLOW THE QUALITY CONTROL TESTING PROGRAM FOR CONCRETE AND PAVEMENT MATERIALS ESTABLISHED BY THE OWNER AND/OR MUNICIPALITY. B. WHEN REQUESTED BY THE OWNER, TEST RESULTS AND DOCUMENTATION FOR THE CONCRETE, BASE COURSE, BITUMINOUS CONCRETE BINDER, AND/OR SURFACE COURSE, SHALL BE SUBMITTED FOR VERIFICATION. C. PRIOR TO PLACEMENT OF THE BITUMINOUS CONCRETE SURFACE COURSE, THE CONTRACTOR, WHEN REQUIRED BY THE OWNER OR MUNICIPALITY, SHALL OBTAIN SPECIMENS OF THE BINDER COURSE WITH A CORE DRILL WHERE DIRECTED, FOR THE PURPOSE OF THICKNESS VERIFICATION. D. WHEN REQUIRED BY THE OWNER OR MUNICIPALITY, THE CONTRACTOR SHALL OBTAIN SPECIMENS OF THE FULL DEPTH BITUMINOUS CONCRETE PAVEMENT STRUCTURE WITH A CORE DRILL WHERE DIRECTED, IN ORDER TO CONFIRM THE PLAN THICKNESS. DEFICIENCIES IN THICKNESS SHALL BE ADJUSTED FOR BY THE METHOD DESCRIBED IN (SSRBC), ART. 407.10. E. FINAL ACCEPTANCE OF THE TOTAL PAVEMENT INSTALLATION SHALL BE SUBJECT TO THE TESTING AND CHECKING REQUIREMENTS CITED ABOVE. PLAN CODE MATERIAL UD: RIGID, PERFORATED PVC UNDERDRAIN PIPE (ASTM D-2729), SDR 26, OR SCHEDULE 40, 2. "BAND SEAL" OR SIMILAR COUPLINGS SHALL BE USED WHEN JOINING SEWER PIPES OF DISSIMILAR MATERIALS. 3. ALL FOOTING DRAIN AND SUMP PUMP DISCHARGE PIPES SHALL BE CONNECTED TO THE STORM SEWER SYSTEM. DOWNSPOUTS SHALL DISCHARGE TO THE GROUND. BUT NOT LESS THAN 4". BLOCKING OF ANY KIND FOR GRADE IS NOT PERMITTED. THE BEDDING MATERIALS SHALL BE COMPACTED TO 90% OF MODIFIED PROCTOR DENSITY. BEDDING SHALL EXTEND TO 12" OVER ANY PVC OR HDPE PIPES. 5. CONSTRUCTION: ALL STORM SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN LINE AND GRADE. 6. COVER: THE CONTRACTOR SHALL MAINTAIN AT LEAST THREE (3') FEET OF COVER OVER THE TOP OF SHALLOW PIPES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MOUND OVER ANY PIPES WHICH HAVE LESS THAN THREE (3') FEET OF COVER DURING CONSTRUCTION UNTIL THE AREA IS FINAL GRADED OR PAVED. EARTHWORK NOTES MATERIAL, AND TO WHAT EXTENT, SHALL BE MADE BY A SOILS ENGINEER WITH THE CONCURRENCE OF THE OWNER. PAVING NOTES THE BASE MATERIAL. THIS SHALL BE WITNESSED BY MUNICIPAL ENGINEER AND THE OWNER. SEE PAVING SPECIFICATION. MAXIMUM DEFLECTION ALLOWED IN ISOLATED AREAS MAY BE ‚" TO •" IF NO DEFLECTION MATERIAL, THE PAVEMENT AREA SHALL BE FINE GRADED TO WITHIN 0.04 FEET (•") OF FINAL EXPANSION JOINTS, WITH TWO ƒ" X 18" EPOXY COATED STEEL DOWEL BARS, SHALL BE INSTALLED SCORED JOINTS AT 5 FOOT INTERVALS AND •" PREMOLDED FIBER EXPANSION JOINTS AT 50 FOOT STORM SEWER NOTES 4. BEDDING: ALL STORM SEWERS SHALL BE INSTALLED ON A TYPE A GRANULAR BEDDING, ‚" TO ƒ" IN SIZE (CA-13) WITH A MINIMUM THICKNESS EQUAL TO ‚ THE OUTSIDE DIAMETER OF THE SEWER PIPE OTHERWISE NOTED ON THE PLANS, IN ACCORDANCE WITH THE FOLLOWING: RCP: REINFORCED CONCRETE PIPE (ASTM C-76) WITH 0-RING GASKETED JOINTS (ASTM C-361); DIP: DUCTILE IRON WATERMAIN PIPE CLASS 52 (ANSI 21.51) WITH MECHANICAL OR PUSH-ON 3212 PUSH-ON GASKETED JOINTS. 7. STRUCTURES: MANHOLE, CATCH BASIN AND INLET BOTTOMS SHALL BE PRECAST CONCRETE SECTIONAL UNITS OR MONOLITHIC CONCRETE. MANHOLES AND CATCH BASINS SHALL BE 4' IN A CONCRETE BENCH TO DIRECT FLOWS SHALL BE CONSTRUCTED IN THE BOTTOM OF ALL INLETS AND MANHOLES. THE FRAME, GRATE, AND/OR CLOSED LID SHALL BE NEENAH R-1712, OPEN GRATES SHALL BE TYPE D. MANHOLE LIDS SHALL BE MACHINE SURFACED, NON-ROCKING DESIGN. THE CLOSED LIDS SHALL HAVE THE WORD "STORM" CAST ON THE LID. THE JOINTS BETWEEN CONCRETE SECTION ADJUSTING RINGS, 10. CLEANING: THE STORM SEWER SYSTEM SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL INSPECTION AND TESTING. 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (SSRBC), MUNICIPAL CODE AND THESE PLANS. 2. CONTRACTOR SHALL ESTABLISH LOCATION OF ALL SIGNS AND MARKINGS FOR APPROVAL BY THE OWNER PRIOR TO INSTALLATION. 3. SIGNS: SIGNS SHALL BE CONSTRUCTED OF 0.080 INCH THICK FLAT ALUMINUM PANELS WITH REFLECTORIZED LEGEND ON THE FACE IN ACCORDANCE WITH (SSRBC) SECTION 720. LEGEND SHALL BE IN ACCORDANCE WITH MUTCD AND AS SHOWN ON THE PLANS. 4. POSTS: SIGN POSTS SHALL BE A HEAVY DUTY STEEL "U" SHAPED CHANNEL WEIGHING 3.0 5. SIGNS AND POSTS SHALL BE INSTALLED IN ACCORDANCE WITH THE ABOVE (SSRBC) SECTIONS AND IDOT STANDARD 729001 EXCEPT AS MODIFIED BY THE PLANS. SIGNING AND PAVEMENT MARKING 1. PIPE MATERIALS: WATERMAINS OR SERVICES 3" OR LARGER IN DIAMETER SHALL BE CONSTRUCTED OF BITUMINOUS COATED, CEMENT LINED DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSI A-21.50 2. FITTINGS: ALL FITTINGS SHALL BE OF DUCTILE IRON WITH CEMENT MORTAR LINING AND MECHANICAL JOINTS CONFORMING TO ANSI AS21.10 (AWWA C-110). 4. WATER SERVICES: WATER SERVICE PIPE, 2" IN DIAMETER OR SMALLER, SHALL BE TYPE K COPPER 5. VALVES: GATE VALVES SHALL BE USED ON ALL WATERMAIN 3" AND LARGER. ALL VALVES SHALL TURN COUNTER-CLOCKWISE TO OPEN. VALVES SHALL BE IRON BODY RESILIENT WEDGE GATE VALVES WITH BRONZE MOUNTED SEATS AND NON-RISING STEMS CONFORMING TO AWWA C-509. THE VALVES SHALL HAVE MECHANICAL JOINTS. 6. VALVE VAULTS: VALVE VAULTS SHALL BE PRECAST CONCRETE STRUCTURES AS NOTED ON THE PLANS. THE FRAME AND LID SHALL BE NEENAH R-1712, OR EQUAL, WITH "WATER" EMBOSSED ON THE LID. 7. FIRE HYDRANTS: FIRE HYDRANTS SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION (AWWA) 8. CORPORATION STOPS: CORPORATION STOPS SHALL BE BRONZE BODY KEY STOPS CONFORMING TO LOCATION AS SHOWN ON PLANS. 9. SERVICE BOX: PROVIDE CURB VALVE AND CURB BOX AS INDICATED ON THE PLANS. BOX SHALL BE 10. MAXIMUM DEFLECTION AT PIPE JOINTS SHALL BE IN ACCORDANCE WITH PIPE MANUFACTURER'S CURRENT RECOMMENDATIONS AND AWWA SPECIFICATIONS. WATERMAIN NOTES (AWWA C150) AND ANSI A-21.51 (AWWA C151). CEMENT MORTAR LINING SHALL CONFORM TO ANSI A-21.4 (AWWA C-104). THE JOINTS SHALL BE O-RING GASKETED PUSH-ON OR MECHANICAL JOINTS CONFORMING TO ANSI A-21.11 (AWWA C-111). POUNDS/FOOT SUCH AS A TYPE B METAL POST PER (SSRBC) SECTION 729. 12. GRANULAR BEDDING MATERIAL OR GRANULAR BACKFILL MATERIAL SHALL BE CAREFULLY PLACED TO 12" OVER THE TOP OF THE PIPE BEFORE FINAL BACKFILLING AND COMPACTION. 13. A MINIMUM DEPTH OF COVER OF 6'0" SHALL BE MAINTAINED OVER THE WATER LINES. THE MAXIMUM COVER SHALL BE EIGHT (8') FEET EXCEPT AT SPECIAL CROSSINGS. 14. CONCRETE THRUST BLOCKING SHALL BE INSTALLED ON WATERMAINS AT ALL BENDS, TEES, ELBOWS, 15. IEPA WATERMAIN PROTECTION 1. HORIZONTAL SEPARATION: a) WATERMAINS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN, STORM SEWER, SANITARY SEWER OR SEWER SERVICES CONNECTION. b) WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO A SEWER LINE WHEN: 1) LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET; 2) THE WATERMAIN INVERT IS AT LEAST 18 INCHES ABOVE THE CROWN OF THE SEWER; AND 3) THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER. c) BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO WATERMAIN STANDARDS OF CONSTRUCTION WHEN IT IS IMPOSSIBLE TO MEET (a) OR (b) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURE TESTED TO THE MAXIMUM EXPECTED SURCHARGE HEAD BEFORE BACKFILLING. 2. VERTICAL SEPARATION: a) A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18 INCHES ABOVE THE CROWN OF THE DRAIN OR SEWER WHENEVER WATERMAINS CROSS STORM SEWERS, SANITARY SEWERS OR SEWER SERVICE CONNECTIONS. THE VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATERMAIN LOCATED WITHIN TEN FEET HORIZONTALLY OF ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANCE FROM THE SEWER OR DRAIN. b) BOTH THE WATERMAINS AND SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO WATERMAIN STANDARDS OF CONSTRUCTION WHEN: 1) IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN (a) ABOVE; OR 2) THE WATERMAIN PASSES UNDER A SEWER OR DRAIN. c) A VERTICAL SEPARATION OF 18 INCHES BETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN OF THE WATERMAIN SHALL BE MAINTAINED WHERE A WATERMAIN CROSSES UNDER SEWER. SUPPORT THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND BREAKING THE WATER MAIN. d) CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FORM THE WATERMAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN FEET. 16. ALL WATERMAINS SHALL BE PRESSURE TESTED, FLUSHED AND DISINFECTED IN ACCORDANCE WITH AWWA AND MUNICIPAL SPECIFICATIONS. EACH VALVE SECTION SHALL BE PRESSURE TESTED FOR A MINIMUM OF 4 HOURS. ALLOWABLE LEAKAGE IS TO BE ONLY THAT WHICH IS PREDETERMINED BY THE STANDARD SPECIFICATIONS FOR SEWER AND WATERMAIN CONSTRUCTION IN ILLINOIS. AT NO TIME IS THERE TO BE ANY VISIBLE LEAKAGE FROM THE MAIN. HE-III PER SSRBC SECTION 511. PRECAST FLARED END SECTIONS MAY HAVE MASTIC JOINTS. TYPE 1, CLASS IV PER SSRBC SECTION 603. ELLIPTICAL RCCP PIPE SHALL BE TYPE 1, 1. STORM SEWER PIPE: ALL STORM SEWER PIPE SHALL BE RCP, CLASS IV OR PVC, UNLESS PLANS, OR MAXIMUM 15' INTERVALS. NO REINFORCING OR MESH IS REQUIRED. H. CONCRETE CURING SHALL BE IN ACCORDANCE WITH (SSRBC) - METHOD A, B, OR C. CONCRETE PROTECTION SHALL BE TWO (2) COATS OF BOILED LINSEED OIL IN CONFORMANCE WITH (SSRBC) APPLIED TO ALL EXPOSED CONCRETE SURFACES. IS PLACED. THE AGGREGATE BASE SHALL BE UNIFORMLY PRIME COATED AT A RATE OF 0.4 TO 0.5 FOR A DISTANCE OF FIVE (5') FEET ON EITHER SIDE OF SAME, AND/OR WHERE SHOWN ON THE PLANS, SHALL BE BACKFILLED WITH SELECT GRANULAR BACKFILL (FA-6 OR CA-6) AND THOROUGHLY MECHANICALLY COMPACTED IN 9" THICK (LOOSE MEASUREMENT) LAYERS. JETTING WITH WATER IS NOT PERMITTED. CONTROLLED LOW STRENGTH MATERIAL (CLSM) SHALL BE USED BELOW EXISTING PAVEMENTS. 11. TELEVISING: A CURRENT COLOR VIDEO TAPE RECORD AND A TYPEWRITTEN TRANSCRIPTION OF THE INTERNAL INSPECTION OF THE NEWLY CONSTRUCTED SEWER SYSTEM SHALL BE SUBMITTED PRIOR TO REFUNDING OF SITE ESCROW RETENTION MONIES BY THE VILLAGE OF GLENVIEW. ALL PUBLIC AND PRIVATE LINES SHALL BE VIDEOTAPED. THE CONTRACTOR MUST ROTATE THE LENS OF THE CAMERA TO LOOK AT ALL SERVICES. THE SERVICE CONNECTIONS MUST BE NOTED IN THE TELEVISION REPORT. WHEN THE PROPOSED SEWER SYSTEM IS TO CONNECT TO AN EXISTING SEWER SYSTEM ABUTTING THE PROPERTY, THE EXISTING SEWER MUST ALSO BE TELEVISED AND REPORTED. THE CONTRACTOR SHALL COORDINATE THE TELEVISING OF EXISTING CONTIGUOUS SEWERS WITH THE VILLAGE ENGINEERING AND PUBLIC WORKS DEPARTMENTS. 3. ALL DUCTILE IRON WATERMAIN AND FITTINGS SHALL BE HIGH DENSITY POLYETHYLENE TUBE ENCASED. G. STANDARD CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. SAWED OR FORMED CONTRACTION EXPANSION JOINTS SHALL BE AS SHOWN ON THE STANDARD NO. C-502, LATEST REVISION, AND SHALL BE A MODEL SHOWN ON THE PLANS AND APPROVED BY THE MUNICIPALITY. FIRE HYDRANTS SHALL BE INSTALLED WITH AN AUXILIARY VALVE AND CAST IRON VALVE BOX. THE PUMPER CONNECTION SHALL FACE ROADWAY. PROVIDE FOR 6' DEPTH OF BURY. 7. COLOR, WIDTH, EXCEPT AS MODIFIED BY THE PLANS. STYLE AND SIZE OF ALL MARKINGS SHALL BE IN ACCORDANCE WITH (MUTCD) JOINTS (ANSI 21.110. WITH SOLVENT WELD JOINTS AND FILTER FABRIC WRAPPING OR SOCK. 8. PERFORATED UD PIPE WITH FILTER WRAPPING SHALL BE USED IN ROADWAYS PER THE DETAIL. FABRIC SHALL BE MIRAFI 140S OR APPROVED EQUAL. WATER TUBING, CONFORMING TO ASTM B-88 AND B-251, WITH FLARED JOINTS. AWWA C-800, AND SHALL INCLUDE "J" BEND, TAIL PIECE, AND FLARED FITTINGS. SIZE AND MINNEAPOLIS TYPE WITH FOOT PIECE AND STATIONARY RODS FOR SIX (6') FEET OF BURY. ETC. RETAINER GLANDS OR "MEGA-LUGS" MUST BE USED. AND FRAME SHALL BE SET IN MORTAR. DIAMETER UNLESS OTHERWISE SPECIFIED ON THE PLANS. STRUCTURE JOINTS SHALL BE BUTYL RUBBER. A MAXIMUM OF EIGHT (8") INCHES OF ADJUSTING RINGS SHALL BE USED. 17. ALL BELOW GRADE BOLTS AND NUTS MUST BE "COR-TEN" STEEL. 18. ALL HYDRANT LEADS TO BE A MINIMUM OF 6" IN DIAMETER IN ACCORDANCE WITH THE RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION, SECTION 8.3.3, "HYDRANTS". SPECIFICATIONSS1 9. ALL TRENCHES BENEATH PROPOSED OR EXISTING UTILITIES, PAVEMENTS, ROADWAYS, SIDEWALKS, AND ASTM D-3034 WITH ASTM D- PVC: POLYVINYL CHLORIDE SEWER PIPE, SDR 26 (PRESSURE RATED), CONFORMING TO 11 TO (SSRBC) SECTION 780, EXCEPT AS MODIFIED BY THE PLANS. 6. PAVEMENT MARKINGS SHALL BE PAINT. ALL PAVEMENT MARKING THAT IS PAINT SHALL BE IN ACCORDANCE MWRD GENERAL NOTES 5. ALL UNSUITABLE MATERIAL SHALL BE REMOVED BELOW THE PROPOSED SANITARY SEWER AND REPLACED A DISTANCE OF FIVE (5') FEET ON EITHER SIDE OF SAME, AND/OR WHERE SHOWN ON THE PLANS, SHALL BE 9" THICK (LOOSE MEASUREMENT) LAYERS. JETTING WITH WATER IS NOT PERMITTED. 7. ALL SANITARY SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN LINE AND GRADE. 8. ALL FLOOR DRAINS SHALL CONNECT TO THE SANITARY SEWER. 9. CONNECTIONS TO EXISTING SANITARY SEWER SYSTEM SHALL NOT BE DONE UNTIL AUTHORIZED BY THE MUNICIPALITY. 10. WATERMAINS SHALL BE SEPARATED FROM SANITARY SEWERS AND STORM SEWERS IN ACCORDANCE WITH IEPA REQUIREMENTS AS SPECIFIED IN "WATER MAIN" SECTION. 11. NO WATER LINE SHALL BE PLACED IN THE SAME TRENCH AS A SEWER LINE EXCEPT UNDER SPECIAL CIRCUMSTANCES AND THEN ONLY UNDER THE FOLLOWING RULES: A. PERMISSION SHALL BE OBTAINED FROM THE MUNICIPAL ENGINEERING DEPARTMENT IN WRITING PRIOR TO BEGINNING CONSTRUCTION. B. THE BOTTOM OF A WATER LINE SHALL BE INSTALLED ON A SHELF A MINIMUM OF 18" ABOVE THE TOP OF THE SEWER AND 18" HORIZONTALLY AWAY FROM THE EDGE OF THE SEWER. 12. MANHOLES: SANITARY SEWER MANHOLES SHALL BE 4'-0" I.D. PRECAST CONCRETE SECTIONS CONFORMING TO ASTM D-478 WITH PREFORMED BITUMINOUS OR "O" RING JOINTS, IN ACCORDANCE WITH MUNICIPAL REGULATIONS, AND HAVE AN ECCENTRIC CONE INSTALLED TO LINE UP WITH THE MANHOLE STEPS. ALL MANHOLE STEPS SHALL BE AT 16" O.C. SIMILAR TO NEENAH R-1980. ALL PIPE CONNECTION OPENINGS SHALL BE PRECAST WITH RESILIENT RUBBER WATER TIGHT SLEEVES. THE BOTTOM OF MANHOLE SHALL HAVE A CONCRETE BENCH POURED TO FACILITATE SMOOTH FLOWS. 13. FRAMES AND LIDS: ALL SANITARY SEWER MANHOLE FRAMES AND LIDS SHALL BE NEENAH R-1712 UNLESS OTHERWISE NOTED ON THE PLANS. THE LIDS SHALL HAVE RECESSED (CONCEALED) PICK HOLE AND BE SELF SEALING WITH AN "O" RING GASKET. THE LIDS SHALL HAVE THE WORDS "SANITARY" EMBOSSED ON THE SURFACE. THE JOINTS BETWEEN FRAME AND CONCRETE SECTION SHALL BE SEALED WITH A BUTYL ROPE. 14. A MAXIMUM OF EIGHT (8) INCHES OF CONCRETE ADJUSTING RINGS SHALL BE USED TO ADJUST FRAME ELEVATIONS. RINGS SHALL BE SEALED TOGETHER WITH BUTYL ROPE. 15. DROP MANHOLE ASSEMBLIES: DROP MANHOLE ASSEMBLIES SHALL BE PROVIDED AT THE JUNCTION OF SANITARY SEWERS WHERE THE DIFFERENCE IN INVERT GRADES EXCEEDS TWO FEET (2'), OR AS SHOWN ON THE PLANS. THE ENTIRE DROP ASSEMBLY SHALL BE CAST IN CONCRETE MONOLITHICALLY WITH THE MANHOLE BARREL SECTION. 16. CLEANING: ALL MANHOLES AND PIPES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS, AND ALL VISIBLE LEAKAGE ELIMINATED, BEFORE FINAL INSPECTION AND ACCEPTANCE. 17. TESTING: DEFLECTION AND LEAKAGE TESTING WILL BE REQUIRED. THE PROCEDURE AND ALLOWABLE TESTING LIMITS SHALL BE AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS", OR MUNICIPAL CODES. 18. TESTING THE ALIGNMENT/STRAIGHTNESS SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE. REPORT SHALL INCLUDE STUB LOCATION AS WELL AS A DESCRIPTION OF ALL DEFECTS, WATER LEVEL, LEAKS AND LENGTHS. IDENTIFY MANHOLE TO MANHOLE BOTH VERBALLY AND ON-SCREEN USING MANHOLE NUMBERS FROM APPROVED PLANS. ORDER OF WRITTEN REPORT SHALL BE THE SAME AS THE VIDEO TAPES. 20. TEST RESULTS: IF THE SANITARY SEWER INSTALLATION FAILS TO MEET THE TEST REQUIREMENTS SPECIFIED, THE CONTRACTOR SHALL DETERMINE THE CAUSE OR CAUSES OF THE DEFECT AND SHALL, AT HIS OWN EXPENSE REPAIR, OR REPLACE ALL MATERIALS, AND WORKMANSHIP AS MAY BE NECESSARY TO COMPLY WITH THE TEST REQUIREMENTS. 21. CERTIFICATION: CONTRACTOR SHALL SUBMIT CERTIFIED COPIES OF ALL REPORTS OF TESTS CONDUCTED BY AN INDEPENDENT LABORATORY BEFORE INSTALLATION OF PVC PLASTIC PIPE. TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH STANDARD METHOD OF TEST FOR "EXTERNAL LOADING PROPERTIES OF PLASTIC PIPE BY PARALLEL PLATE LOADING", ASTM STANDARDS D-2412 OR D-2241 AS APPROPRIATE FOR THE PIPE TO BE USED. TESTS SHALL ALSO BE CONDUCTED TO DEMONSTRATE JOINT PERFORMANCE AT 5% MAXIMUM DIAMETRIC DEFLECTION OF THE SPIGOT. 22. RECORD DRAWINGS: THE CONTRACTOR SHALL PROVIDE ALL INFORMATION TO PREPARE RECORD DRAWING(S) INCLUDING SERVICE STUB LOCATIONS, TO SPACECO. SPACECO SHALL PREPARE RECORD DRAWINGS AND SUBMIT TO APPROPRIATE PUBLIC AGENCIES. IF FINAL MEASUREMENTS INDICATE DEFICIENCIES, THE CONTRACTOR, AT HIS OWN COST, WILL ADJUST MANHOLES AND/OR SEWERS TO PROPER ELEVATIONS AND OTHERWISE CORRECT THE DEFICIENCIES. WITH COMPACTED CA-11 OR CA-13 CRUSHED GRAVEL OR STONE. 6. ALL TRENCHES BENEATH PROPOSED OR EXISTING UTILITIES, PAVEMENTS, ROADWAYS, SIDEWALKS, AND FOR BACKFILLED WITH SELECT GRANULAR BACKFILL (CA-11 OR CA-13) AND THOROUGHLY MECHANICALLY COMPACTED IN SANITARY SEWER NOTES MINIMUM SEPARATION CANNOT BE MAINTAINED, SHALL BE ONE OF THE FOLLOWING: PLAN CODE DESCRIPTION DIP: DUCTILE IRON WATERMAIN QUALITY PIPE, CLASS 52, (ANSI 21.51) WITH MECHANICAL OR O-RING GASKETED JOINTS (ANSI 21.11). PPVC: PRESSURE RATED PVC PIPE MEETING ASTM D-2241 WITH ASTM D-3139 GASKETED JOINT, SDR 26. PIPES OF DISSIMILAR MATERIALS. STORM SEWER NOTES PLAN CODE MATERIAL PUSH-ON GASKETED JOINTS. 3. ALL FOOTING DRAIN AND SUMP PUMP DISCHARGE PIPES SHALL BE CONNECTED TO THE STORM SEWER SYSTEM. DOWNSPOUTS SHALL DISCHARGE TO THE GROUND. MAINTAIN LINE AND GRADE. WHICH HAVE LESS THAN THREE (3') FEET OF COVER DURING CONSTRUCTION UNTIL THE AREA IS FINAL GRADED OR PAVED. A CONCRETE BENCH TO DIRECT FLOWS SHALL BE CONSTRUCTED IN THE BOTTOM OF ALL INLETS AND MANHOLES. THE FRAME, GRATE, AND/OR CLOSED LID SHALL BE CAST IRON OF THE STYLE SHOWN ON THE PLANS. MANHOLE LIDS SHALL BE MACHINE SURFACED, NON-ROCKING DESIGN. THE CLOSED LIDS SHALL HAVE THE WORD "STORM" CAST ON THE LID. THE JOINTS BETWEEN CONCRETE SECTION ADJUSTING RINGS, AND FRAME SHALL BE SEALED WITH A MASTIC COMPOUND. 9. THE STORM SEWER SHALL BE TELEVISED IF REQUIRED BY THE MUNICIPALITY. 1. STORM SEWER PIPE: ALL STORM SEWER PIPE SHALL BE RCP, UNLESS OTHERWISE NOTED ON THE PLANS, IN ACCORDANCE WITH THE FOLLOWING: RCP: REINFORCED CONCRETE PIPE (ASTM C-76) WITH 0-RING GASKETED JOINTS (ASTM C-443); TYPE 1, CLASS IV PER SSRBC SECTION 603. ELLIPTICAL RCCP PIPE SHALL BE TYPE 1, HE-III PER SSRBC SECTION 511. PRECAST FLARED END SECTIONS MAY HAVE MASTIC JOINTS. DIP: DUCTILE IRON WATERMAIN QUALITY PIPE (ANSI 21.51) WITH MECHANICAL OR PUSH-ON JOINTS (ANSI 21.110. CEMENT LINING IS NOT REQUIRED. PVC: POLYVINYL CHLORIDE SEWER PIPE, SDR 26, CONFORMING TO ASTM D-3034 WITH ASTM D-3212 2. "BAND SEAL" OR SIMILAR COUPLINGS SHALL BE USED WHEN JOINING SEWER PIPES OF DISSIMILAR MATERIALS. 4. BEDDING: ALL STORM SEWERS SHALL BE INSTALLED ON A TYPE A GRANULAR BEDDING, 1/4" TO 1" IN SIZE (CA-11 OR CA-13) WITH A MINIMUM THICKNESS EQUAL TO 1/4 THE OUTSIDE DIAMETER OF 5. CONSTRUCTION: ALL STORM SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO 6. COVER: THE CONTRACTOR SHALL MAINTAIN AT LEAST THREE (3') FEET OF COVER OVER THE TOP OF SHALLOW PIPES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MOUND OVER ANY PIPES 7. STRUCTURES: MANHOLE, CATCH BASIN AND INLET BOTTOMS SHALL BE PRECAST CONCRETE SECTIONAL UNITS OR MONOLITHIC CONCRETE. MANHOLES AND CATCH BASINS SHALL BE 4' IN DIAMETER UNLESS OTHERWISE SPECIFIED ON THE PLANS. STRUCTURE JOINTS SHALL BE SEALED WITH O-RING OR BUTYL ROPE. A MAXIMUM OF EIGHT (8") INCHES OF ADJUSTING RINGS SHALL BE USED. 8. CLEANING: THE STORM SEWER SYSTEM SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL INSPECTION AND TESTING. 1. SANITARY SEWER PIPE SHALL BE PVC (POLYVINYL CHLORIDE) PLASTIC PIPE CONFORMING TO ASTM D-3034 WITH PUSH-ON JOINTS CONFORMING TO ASTM D-3212 AND A STANDARD DIMENSION RATIO (SDR) OF 26 EXCEPT WHERE NOTED. 2. SANITARY SEWER PIPE 18" AND LARGER, WHERE NOTED ON THE PLANS, OR WHERE THE IEPA 3. "BAND-SEAL" OR SIMILAR FLEXIBLE TYPE COUPLINGS SHALL BE USED WHEN CONNECTING SEWER OF MODIFIED PROCTOR DENSITY. BEDDING SHALL EXTEND TO 12" OVER ANY PVC OR HDPE PIPES. OF ANY KIND FOR GRADE IS NOT PERMITTED.THE BEDDING MATERIALS SHALL BE COMPACTED TO 90% THE SEWER PIPE BUT NOT LESS THAN FOUR (4) INCHES NOR MORE THAN EIGHT (8) INCHES. BLOCKING COMBINED SEWER AREAS) AND PIPES. MANHOLES (INCLUDING STORM MANHOLES, CATCH BASINS, INLETS AND STORM STRUCTURES IN 10. RESILIENT WATERTIGHT CONNECTIONS, CONFORMING TO ASTM C-923, SHALL BE USED BETWEEN WITH THE UNIT PRICE BID FOR THE SEWER. PIPE AND ASTM D-448 SIZE 67 FOR DIP. THE COST OF THE BEDDING AND COVER SHALL BE MERGED LINE FOR DIP. THE BEDDING AND COVER MATERIAL SHALL BE ASTM D-2321 CLASS II FOR PVC TOP OF THE PIPE TO A MINIMUM OF TWELVE (12") INCHES FOR PVC PIPE AND TO THE SPRING SEWER SHALL HAVE MECHANICALLY TAMPED CRUSHED GRAVEL OR STONE COVER ABOVE THE INCHES OF COMPACTED CRUSHED GRAVEL OR STONE,1/4" TO 1" IN SIZE (CA-11 OR CA-13). THE DIAMETER OF THE SEWER PIPE, BUT NOT LESS THAN FOUR (4) INCHES NOR MORE THAN EIGHT (8) 4. BEDDING: BEDDING SHALL CONSIST OF A MINIMUM THICKNESS EQUAL TO 1/4 THE OUTSIDE 19. TELEVISING: ALL SANITARY SEWERS SHALL BE TELEVISED AND A COPY OF THE TAPE AND A WRITTEN REPORT SHALL BE SUBMITTED AND REVIEWED BY THE OWNER OR MUNICIPALITY BEFORE FINAL ACCEPTANCE. THE 16. SEE ADDITIONAL PROJECT REQUIREMENTS IN SPECIFICATIONS. FOR STORM WATERS SHALL NOT BE USED FOR SANITARY SEWERS. 15. SUMP PUMPS INSTALLED FOR SANITARY SEWERS SHALL NOT BE USED FOR STORM SEWERS. THOSE INSTALLED INSTALLATION IS INSPECTED AND APPROVED BY THE INSPECTION ENGINEER AND THE MUNICIPAL ENGINEER. APPLICABLE RULES AND REGULATIONS. SUBCONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT THE 14. CONSTRUCTION SHALL CONFORM TO THE PERMIT PLANS AND SPECIFICATIONS AND BE IN ACCORDANCE WITH WHILE CONSTRUCTION IS IN PROGRESS. 13. A COPY OF THE PERMIT TOGETHER WITH THE PERMIT DRAWINGS MUST BE KEPT ON THE JOB AT ALL TIMES ENGINEER OR HIS AUTHORIZED REPRESENTATIVE AND THE BACKFILLING AUTHORIZED BY HIM. 12. NO SEWER SHALL BE BACKFILLED UNLESS IT HAS BEEN INSPECTED AND APPROVED BY THE INSPECTION REINFORCED CONCRETE. RESILIENT CONNECTORS (ASTM C-923) TO BE USED BETWEEN ALL PIPES AND MANHOLES. 11. ALL SANITARY MANHOLES SHALL HAVE A MINIMUM INSIDE DIAMETER OF 48 INCHES, AND SHALL BE PRE-CAST FEET. BE SEPARATED FROM SEPTIC TANKS, DISPOSAL FIELDS AND SEEPAGE BEDS BY A MINIMUM OF TWENTY-FIVE (25) 10. ALL EXISTING SEPTIC SYSTEMS TO BE ABANDONED. ABANDONED TANKS TO BE REMOVED. WATER MAINS SHALL PRESSURE PVC PIPE, OR AN APPROVED EQUAL. WATER MAIN, THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS USING DUCTILE IRON PIPE, HORIZONTAL DISTANCES DESCRIBED ABOVE CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE UNDISTURBED EARTH, KEEPING A MINIMUM 18" VERTICAL SEPARATION. IF EITHER THE VERTICAL OR LAID IN THE SAME TRENCH WITH THE WATER MAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18" VERTICAL SEPARATION; OR THE SEWER IS DISTANCE OF 10 FEET BETWEEN SANITARY SEWERS AND WATER MAINS SHALL BE MAINTAINED UNLESS: THE SEWER TO THE BOTTOM OF THE WATER MAIN SHALL BE 18 INCHES. FURTHERMORE, A MINIMUM HORIZONTAL 9. WHEREVER A SEWER CROSSES UNDER A WATER MAIN, THE MINIMUM VERTICAL DISTANCE FROM THE TOP OF THE PROPER FITTING, USING "BAND-SEAL" OR SIMILAR COUPLINGS TO HOLD IT FIRMLY IN PLACE. 3. WITH PIPE CUTTER, NEATLY AND ACCURATELY CUT OUT DESIRED LENGTH OF PIPE FOR INSERTION OF WYE OR TEE BRANCH SECTION. 2. REMOVE AN ENTIRE SECTION OF PIPE (BREAKING ONLY THE TOP OF ONE BELL) AND REPLACE WITH A PROPER INSTALLATION OF HUB-WYE SADDLE OR HUB-TEE SADDLE. 1. CIRCULAR SAW-CUT OF SEWER MAIN BY PROPER TOOLS ("SEWER-TAP" MACHINE OR SIMILAR) AND EXISTING MANHOLE, ONE OF THE FOLLOWING METHODS SHALL BE USED. 8. WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN AN EXISTING WYE, TEE OR AND OF DISSIMILAR MATERIALS. 7. "BAND-SEAL" OR SIMILAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED IN THE CONNECTION OF SEWER PIPE ABS, OR HDPE PIPES. (4) INCHES, AND NOT GREATER THAN 8". BEDDING SHALL EXTEND A MINIMUM OF 12" ABOVE TOP OF PVC, A MINIMUM THICKNESS EQUAL TO ‚ THE OUTSIDE DIAMETER OF THE SEWER PIPE, BUT NOT LESS THAN FOUR 6. ALL SANITARY SEWER CONSTRUCTION REQUIRES STONE BEDDING ‚" TO 1" IN SIZE, (CA11 OR CA13) WITH C. PRESSURE PVC PIPE (PPVC) SDR 26 18" TO 27" DIAMETER; F/DY=46 6" TO 15" DIAMETER; SDR 26 B. POLYVINYL CHLORIDE (PVC) PIPE A. DUCTILE IRON PIPE (DIP) FOLLOWING. WHERE DIP OR PPVC IS NOTED ON THE PLANS, IT SHALL CONFORM TO THE FOLLOWING ALSO. 5. ALL SANITARY SEWER PIPES SHALL BE PVC, SDR 26, WITH O-RING JOINTS CONFORMING TO THE 4. ALL DOWNSPOUTS, SUMP PUMPS AND FOOTING DRAINS SHALL DISCHARGE TO THE STORM SYSTEM. 3. ALL FLOOR DRAINS SHALL DISCHARGE TO THE SANITARY SEWER. 2. ELEVATION DATUM IS USGS - SUBTRACT 579.48 TO CONVERT TO CCD DATUM. PREFERABLE PROVIDED IT IS RECEIVED TWO WORKING DAYS IN ADVANCE. (CALL 708/588-4055). FOR THE SUBCONTRACTOR'S PROTECTION, CERTIFIED MAIL WRITTEN NOTICE IS FIELD OFFICE MUST BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK 1. THE METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRDGC) SEWER PERMIT SECTION ASTM D-3034 PIPE SPEC ANSI A-21.51 ASTM F-679 ASTM D-2241 ASTM D-3139 ASTM D-3212 ASTM D-3212 ANSI 21.11 JOINT SPEC 7069.12SPEC.DGN DETAILS SHOWN ON PLAN SET. 11. BEDDING: WATERMAINS SHALL BE BEDDED ON A MINIMUM OF 4" OF GRANULAR PIPE BEDDING MEETING OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12SPEC.dgn Default User=dfalda D1 12 6" 4"4" NOTE: NOT TO SCALE R=3" R=2" 1"12" 19" ‚"5"3"ƒ"6"SHOWN ON PLANS AND WHERE SIDEWALK RAMP AT DRIVEWAYS, DEPRESSED CURB .(VARIES)10" MIN.PAVEMENT PROPOSED 11" 6% 0.5" AT SIDEWALK RAMPS 1.5" AT DRIVEWAYS STONE BASE(3"MIN) IDOT CA 6 CRUSHED DETAIL CURB & GUTTER B-6.12 (SEE NOTE 5) EXPANSION JOINTS. EXCEPT ACROSS TRENCH CROSSING, CONTINUOUS,AT UTILITY 2-#4 EPOXY COATED BARS, FILLED MATERIAL) (3/4" THICK BITUMINOUS EXPANSION JOINTS. WITH GREASED CAPS AT SMOOTH DOWEL BARS, 2-#6X18" LONG BEYOND THE TRENCH WALLS. WITH TWO #4 REINFORCEMENT BARS,WHICH EXTEND FIVE (5) FEET 5. CURBS, SPANNING UTILITY TRENCHES, SHALL BE CONSTRUCTED EXISTING AND NEW CURB & GUTTER. 4. PROVIDE 2 #6X24" LONG TIE BARS AT CONNECTIONS BETWEEN STRENGTH OF 3,500 PSI AT 14 DAYS.(NO FLY ASH ALLOWED) WITH 5% TO 8% AIR ENTRAINMENT, AND A MINIMUM COMPRESSIVE 3. P.C.C. SHALL CONSIST OF IDOT CLASS SI (6.1 BAG) CONCRETE MIX, P.C.'S AND P.T.'S, CURB RETURNS, AND AT THE END OF EACH POUR. 2. EXPANSION JOINTS SHALL BE PLACED AT 60' (MAX) INTERVALS, AT ALL OF IDOT STANDARD SPECIFICATIONS. SHALL BE GROOVED WITH AN EDGING TOOL. SEE ARTICLES 420.05 AND 606 1. 2" DEEP CONTRACTION JOINTS SHALL BE PLACED AT 15' INTERVALS, AND C-2 REVISED:01-01-08 6% AND GUTTER PITCH OUT CURB STANDARD DRAWING NO.3san CAST OR DUCTILE IRON FRAME AND COVER LETTERED "SANITARY" PER ARTICLE 32-6.01 STEPS AT 12"-16" O.C. BITUMINOUS MASTIC, MORTAR, OR RUBBER GASKET SEAL PER ARTICLE 32-6.02 FLEXIBLE CONNECTORS PER ARTICLE 32-8 FINISHED GRADE ADJUST SEE ARTICLE 32-7 D CIRCULAR T T TT D CIRCULAR T T T T MAX 1' 2' 2' SLOPEDIA./2 8"8" MONOLITHIC PRECAST BASE TO DRAIN SLOPE TO DRAIN ELEVATION - ECCENTRIC ELEVATION - CONCENTRIC ALTERNATE BOTTOM SLAB 4" BEDDING4" BEDDING 4" BEDDING 6 IN 6 IN 6 IN 4 IN 5 IN 6 IN 8 IN 8 IN 8 IN 5 IN 5 IN 5 IN 4 FEET 5 FEET 6 FEET 4 FEET 5 FEET 6 FEET 4 FEET 5 FEET 6 FEET T (MIN.) 4 FEET 5 FEET 6 FEET D CAST-IN-PLACE CONCRETE. PRECAST REIN. CONCRETE SECT. BRICK MASONRY CONCRETE MASONRY UNITS ALT. MATERIALS FOR WALLS CORBELVARIESCORBELVARIESCAST-IN-PLACE CONCRETE SLAB TYPICAL SANITARY MANHOLE "A" NOTE: SANITARY MANHOLES SUBJECT TO SATURATED SOIL CONDITIONS OR SURFACE SUBMERGENCE SHALL BE EQUIPPED WITH CHIMNEY SEALS AND WATER TIGHT MANHOLE COVERS NOTE: MANHOLE STEPS WHEN REQUIRED, SHALL BE FURNISHED AND INSTALLED AS SHOWN ON THE PLANS IN ACCORDANCE WITH ARTICLE 32-5 REFERENCE SECTION 32 FOR SANITARY SEWER MANHOLE SPECIFICATIONS 7069.12DET01.DGNDETAILS - 1NOT TO SCALE TYPICAL HANDICAPPED PARKING STALL36"MIN(SEE DETAIL) PARKING SIGN ACCESSIBLE HANDICAP 8'8' BACK OF DEPRESSED CURB 18.5'YELLOW PAINT 5" HIGH QUALITY YELLOW PAINT 5" HIGH QUALITY 102/28/17PER ARCHITECTOF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12DET01.dgn Default User=dfalda 13 D2 7069.12DET02.DGNDETAILS - 2OF REMARKSDATENO.FILENAME: DATE: SHEET NO.DATEREMARKSPhone: (847) 696-4060 Fax: (847) 696-4065Rosemont, Illinois 600189575 W. Higgins Road, Suite 700,DEERFIELD, ILLINOISJOB NO. 7069.12 13 02/10/17 DEERBROOK MALL RETAIL ABCN:\Projects\7069\7069.12\ENG\7069.12DET02.dgn Default User=dfalda KLOA, Inc. Transportation and Parking Planning Consultants 9575 West Higgins Road, Suite 400 | Rosemont, Illinois 60018 p: 847-518-9990 | f: 847-518-9987 MEMORANDUM TO: Michelle Panovich Mid-America Asset Management FROM: Javier Millan Senior Consultant Luay Aboona, PE Principal DATE: April 7, 2017 SUBJECT: Internal Traffic Evaluation Deerbrook Mall Redevelopment Deerfield, Illinois At the request of the Village of Deerfield, this memorandum summarizes the results of a traffic evaluation conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed modifications to the internal intersection of the main east-west signalized access drive off Waukegan Road with the north-south ring road within Deerbrook Mall. The evaluation considered two different phases. Phase I (copy of the site plan is included in the Appendix) includes the demolishing of approximately 134,276 square feet of internal retail space between the former Sports Authority and the Hobby Lobby store, the development of 34,920 square feet and the re-tenanting of the vacant Office Max space with a Steinmart store. Phase II for the purposes of this analysis assumed the re-tenanting of the former 135,855 square-foot Great Indoors space at the southern end of the shopping center. Existing Traffic Volumes As part of previous traffic studies completed for the proposed reconstruction/remodeling of Deerbrook Mall, traffic counts were conducted in June 2014/April 2015 during the weekday evening and Saturday midday peak periods at all of the access drives serving Deerbrook Mall off Lake Cook Road and Waukegan Road as well as its connection with the Deerfield Park Plaza and the internal intersection of the main east-west access drive with the north-south ring road. It is important to note that at the time of the traffic counts, Deerbrook Mall had approximately 468,300 square feet of occupied retail space not including the square footage occupied by NTB, Brunswick Zone and the Joy of the Game west of the shopping center. Based on the traffic counts, the weekday evening peak hour occurs from 4:30 to 5:30 P.M. and the Saturday midday peak hour occurs from 11:45 A.M. to 12:45 P.M. Figure 1 shows the existing traffic volumes at the intersections of the Waukegan Road with the main east-west access drive/Chestnut Road and the main east-west access drive with the north-south ring road. (All Figures are located in the Appendix.) 2 Proposed Development Plan and Internal Access Modification Under existing conditions, the main east-west access drive intersects the north-south ring road aisle as a “T” intersection and it is under stop sign control while the north-south ring road flows freely. The existing roadway geometrics at the internal intersection are shown in Figure 2. As part of the proposed development plan and in order to better accommodate existing and future traffic/pedestrian volumes, the following changes are being proposed: • Approximately 134,276 square feet of internal retail space between the former Sports Authority and the Hobby Lobby store will be demolished. • Approximately 34,920 square feet of retail (Retail A) south of the former Sports Authority will be constructed. • The main east-west access drive will be extended past the north-south ring road fronting Deerbrook Mall as a boulevard section with angle parking on both sides and connecting to the rear of the property thus creating a four-legged intersection. • The north-south ring road will be slightly shifted to the west thus locating the new internal four-legged intersection approximately 300 feet west of the east-west main access drive stop bar with Waukegan Road. • The westbound approach (inbound) of the new internal four legged intersection will be restriped to provide a shared through/left-turn lane and an exclusive right-turn lane. The new eastbound approach as well as the northbound and southbound approaches will provide one shared left/through/right-turn lane. • The eastbound, northbound and westbound movements will be under stop sign control while the westbound (inbound) movements will flow freely. Figure 3 shows the preliminary proposed internal intersection geometrics. 3 Site-Generated Traffic Volumes In order to determine the future new traffic volumes and consistent with the methodology used in the original traffic study, the trips to be generated under Phases I and II were estimated based on trip generation rates provided in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. The actual observed traffic volumes (June 2014) generated by Deerbrook Mall were then subtracted to obtain the new trips generated. Tables 1 and 2 show the number of additional trips anticipated to be generated under each Phase of the development. Table 1 PHASE I PROJECTED SITE-GENERATED TRAFFIC VOLUMES Weekday Evening Peak Hour Saturday Midday Peak Hour Size In Out Total In Out Total Phase I Plan 311,902s.f. 616 667 1,283 952 879 1,831 June 2014 Traffic Counts 468,300 s.f. 660 585 1,245 700 695 1,395 Difference 0 82 82 252 184 436 Table 2 PHASE II PROJECTED SITE-GENERATED TRAFFIC VOLUMES Weekday Evening Peak Hour Saturday Midday Peak Hour Size In Out Total In Out Total Phase II Plan1 447,757 s.f. 785 851 1,636 1,204 1,112 2,316 June 2014 Traffic Counts 468,300 s.f. 660 585 1,245 700 695 1,395 Difference 125 266 391 504 417 921 1 – Includes Phase I changes plus the re-tenanting of the former Great Indoors store 4 Future Traffic Assignments The modifications described previously as well as the reassignment of traffic due to the modifications to the cross-access connection were added to the background traffic volumes. As part of the reassignment of traffic the following assumptions were made. • It was assumed that approximately 10 percent of the traffic exiting Deerbrook Mall from the southern access drive and traveling south on Waukegan Road would utilize the new extension. • Approximately seven percent of the inbound traffic was assumed to continue west on the proposed extension to utilize the parking in the rear. • The inbound and outbound traffic generated by Deerbrook Mall was proportionally assigned to the internal intersection based on the square footage (i.e. Under Phase II approximately 65 percent of the traffic generated would come to/from the southern end of Deerbrook Mall while the remaining 35 percent would come to/from the portion of the mall north of the east-west main drive aisle). • Under Phase II, the access drive off Waukegan Road opposite Beechnut Road was assumed to be eliminated. Figures 4 and 5 illustrate the future traffic volumes under Phase I and Phase II, respectively. 5 Summary of Findings Capacity analyses using the Synchro/SimTraffic 9 software were conducted at the intersection of Waukegan Road with Deerbrook Mall east-west main access drive/Chestnut Road and Deerbrook Mall east-west main access drive with the north-south ring road to determine the impact of added traffic and proposed modifications at the intersection. The results of the capacity analyses, expressed in terms of level of service (LOS) and average delays for existing and future conditions, are summarized in Tables 3 through 5. The 95th percentile queues for existing and future conditions are shown in Tables 6 through 8 (Tables 3 through 8 are located in the Appendix). Based on the results of the analyses and the simulation runs, the following is concluded: • The intersection of Waukegan Road with the east-west main access drive/Chestnut Road is operating at an acceptable LOS and will continue to do so under both Phases assumed as part of the Deerbrook Mall redevelopment. • The outbound queues from the east-west main access drive at its intersection with Waukegan Road will not extend to the proposed internal modified intersection and as such will not impact its operation. • Outbound queues will clear the intersection with every green phase. • The internal modified intersection proposed traffic control is common at shopping centers and ensures that inbound traffic will not backup to Waukegan Road. • The internal modified intersection will operate at an Intersection Capacity Utilization (ICU) of “A” using less than 55 percent of its capacity with minimal queues for all approaches. • The design of the extension as a boulevard with angled parking on both sides will ensure that speeding is reduced and that the pedestrian accessibility is enhanced for the following reasons: o It provides a “sense of arrival” which helps calm traffic and reduce speed. o Motorists will be looking for a parking space and will be driving at a lower speed. o The parking maneuvers in and out of the stalls will also slow down traffic. o A midblock pedestrian crossing will be provided with signs indicating “State Law Stop For Pedestrians Within Crosswalk”. o The median allows for the provision of a refuge for pedestrians as they cross the drive. • Vehicles traveling westbound on the proposed boulevard section will be able to make a “U”-turn at the end of the boulevard and travel eastbound in the event a parking space is available on the south side (see Figure 6). APPENDIX Site Plan Figures 1 through 6 CH AIN LINK FENCE @ 11"6 TREADS 7 TREADS @ 11"1:12 MAX. SLOPE1:20 MAX. SLOPE DUMPSTERFANCE ROOMSTOCK STORAGE WMSEC. MGMT.AUTHORITYSPORTS INDOORSFORMER GREAT ULTARETAILVACANTCARTER'SWEARHOUSEMEN'S GUA RD RAIL 57 PARKI NG SPACES420771011(UNDERGROUND)252 SPACESNOODLESTMOBILELOBBY HOBBY STOPSTOPY H D Y H D N NOT TO SCALEWAUKE GAN ROADTUNTSEHCDAOR 43 SOUTHERN ACCESS DR IVENORTH-SOUTH RI NG ROADMAIN DRIVE AISLEEAST-WEST ROADBEECHNUT Figure: 1 Kenig,Lindgren,O'Hara,Aboona,Inc.Existing Traffic Volumes Job No: 15-271 Deerfield, Illinois Redevelopment Deerbrook Mall LEGEND 00 (00) 5 (10) 10 (-) 10 (5)35 (50)5 (10)795 (805) - PM PEAK HOUR (4:30-5:30 PM) - SATURDAY MIDDAY PEAK HOUR (11:45 AM-12:45 PM) - STOP SIGN 120 (155)10 (5) 70 (90) - (-) 70 (85)5 (10)20 (20) 90 (150) 35 (30)10 (5)680 (730)80 (130) CH AIN LINK FENCE @ 11"6 TREADS 7 TREADS @ 11"1:12 MAX. SLOPE1:20 MAX. SLOPE DUMPSTERFANCE ROOMSTOCK STORAGE WMSEC. MGMT.AUTHORITYSPORTS INDOORSFORMER GREAT ULTARETAILVACANTCARTER'SWEARHOUSEMEN'S GUA RD RAIL 57 PARKI NG SPACES420771011(UNDERGROUND)252 SPACESNOODLESTMOBILELOBBY HOBBY STOPSTOPY H D Y H D N NOT TO SCALEWAUKE GAN ROAD43 SOUTHERN ACCESS DR IVENORTH-SOUTH RI NG ROADMAIN DRIVE AISLEEAST-WEST ROADBEECHNUTTUNTSEHCDAOR Deerfield, Illinois Redevelopment Deerbrook Mall Figure: 2 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 15-271 Existing Internal Intersection Configuration LEGEND - TRAVEL LANE - TRAFFIC SIGNAL W/METERS GAS CONN ECTION W/SMALL HAN DRAIL LOAD ING DOCK CONC WALL W/HAN DRAIL CONC WALL BRICK WALL W/METER GA S CONN ECT ION CONC PAD TRAN S ON AU TO SPR INK LER (TYP)BUI LDI NG OVERHANGCONC WALL PLANTER CON C PAD TRANS ON AREA ENCLOSING TRASH BR ICK WALL ROOF OVERHANGFENCE LIGHT STREET LOADI NG DOCK GARBAGE COMPACTOR ENCLOSING TRASH AREA BRICK WALL BUILD ING OVERHANG CON C PAD TRANS ON VAULT CONC PAD TRANS ON CONC WALL SPRINKLER CONC PAD TRANS ON CONC PAD TRANS ON CONC PAD TRANS ON BOLLARD (TYP)CONC STAI RSCONC STAI RSMETERS3 ELEC #114 #118 #120 TRENCH DRA IN HANDRAIL METAL W/HANDRAIL METAL STAIRCASE W/HAN DRAIL METAL STAIRCASEBLOCK 1-STORY CONC#260COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE LIGHT LOADING DOCK "HAND ICAP PARKING "T G W GUARD RAIL FF=60.60±EXISTING BUILDING FF=56.50±EXISTING BUILDING FF=60.00RETAIL B FF=60.00RETAIL A FF=59.00ULTA N NOT TO SCALE SOUTHERN ACCESS DR IVE 43WAUKEGAN ROADTUNTSEHCDAOR ROADBEECHNUTNORTH-SOUTH RI NG ROADMAIN DRIVE AISLEEAST-WEST Deerfield, Illinois Redevelopment Deerbrook Mall Figure: 3 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 15-271 LEGEND - TRAVEL LANE - TRAFFIC SIGNAL Proposed Internal Intersection Configuration W/METERS GAS CONN ECTION W/SMALL HAN DRAIL LOAD ING DOCK CONC WALL W/HAN DRAIL CONC WALL BRICK WALL W/METER GA S CONN ECT ION CONC PAD TRAN S ON AU TO SPR INK LER (TYP)BUI LDI NG OVERHANGCONC WALL PLANTER CON C PAD TRANS ON AREA ENCLOSING TRASH BR ICK WALL ROOF OVERHANGFENCE LIGHT STREET LOADI NG DOCK GARBAGE COMPACTOR ENCLOSING TRASH AREA BRICK WALL BUILD ING OVERHANG CON C PAD TRANS ON VAULT CONC PAD TRANS ON CONC WALL SPRINKLER CONC PAD TRANS ON CONC PAD TRANS ON CONC PAD TRANS ON BOLLARD (TYP)CONC STAI RSCONC STAI RSMETERS3 ELEC #114 #118 #120 TRENCH DRA IN HANDRAIL METAL W/HANDRAIL METAL STAIRCASE W/HAN DRAIL METAL STAIRCASEBLOCK 1-STORY CONC#260COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE LIGHT LOADING DOCK "HAND ICAP PARKING "T G W GUARD RAIL FF=60.60±EXISTING BUILDING FF=56.50±EXISTING BUILDING FF=60.00RETAIL B FF=60.00RETAIL A FF=59.00ULTA N NOT TO SCALE SOUTHERN ACCESS DR IVE 43WAUKEGAN ROADTUNTSEHCDAOR ROADBEECHNUTNORTH-SOUTH RI NG ROADMAIN DRIVE AISLEEAST-WEST Phase I Total Traffic Assignment Deerfield, Illinois Redevelopment Deerbrook Mall Figure: 4 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 15-27140 (123)10 (-) 10 (5)5 (10)803 (823) LEGEND 00 (00) - PM PEAK HOUR (4:30-5:30 PM) - SATURDAY MIDDAY PEAK HOUR (11:45 AM-12:45 PM)149 (202)20 (10)14 (21) - (25) 7 (14) - (8) 91 (137) - (-) 86 (110)10 (5)680 (766)80 (190) 90 (187) 5 (37) 35 (89)21 (31) - (6) 5 (10)10 (20) W/METERS GAS CONN ECTION W/SMALL HAN DRAIL LOAD ING DOCK CONC WALL W/HAN DRAIL CONC WALL BRICK WALL W/METER GA S CONN ECT ION CONC PAD TRAN S ON AU TO SPR INK LER (TYP)BUI LDI NG OVERHANGCONC WALL PLANTER CON C PAD TRANS ON AREA ENCLOSING TRASH BR ICK WALL ROOF OVERHANGFENCE LIGHT STREET LOADI NG DOCK GARBAGE COMPACTOR ENCLOSING TRASH AREA BRICK WALL BUILD ING OVERHANG CON C PAD TRANS ON VAULT CONC PAD TRANS ON CONC WALL SPRINKLER CONC PAD TRANS ON CONC PAD TRANS ON CONC PAD TRANS ON BOLLARD (TYP)CONC STAI RSCONC STAI RSMETERS3 ELEC #114 #118 #120 TRENCH DRA IN HANDRAIL METAL W/HANDRAIL METAL STAIRCASE W/HAN DRAIL METAL STAIRCASEBLOCK 1-STORY CONC#260COMMERCIAL BUILDING TALL ONE STORY BRICK & STONE LIGHT LOADING DOCK "HAND ICAP PARKING "T G W GUARD RAIL FF=60.60±EXISTING BUILDING FF=56.50±EXISTING BUILDING FF=60.00RETAIL B FF=60.00RETAIL A FF=59.00ULTA N NOT TO SCALE SOUTHERN ACCESS DR IVE 43WAUKEGAN ROADTUNTSEHCDAOR ROADBEECHNUTNORTH-SOUTH RI NG ROADMAIN DRIVE AISLEEAST-WEST Phase II Total Traffic Assignment Deerfield, Illinois Redevelopment Deerbrook Mall Figure: 5 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 15-27161 (134)5 (10) 10 (-) 10 (5)5 (10)813 (833) LEGEND 00 (00) - PM PEAK HOUR (4:30-5:30 PM) - SATURDAY MIDDAY PEAK HOUR (11:45 AM-12:45 PM)14 (21)30 (15)149 (202) 7 (25) 12 (14) 13 (50) 144 (209) - (-) 95 (120)10 (5)701 (769)105 (231) 99 (187) 14 (37) 63 (141)78 (113)15 (30)26 (42) BOLLARD (TYP) "STOP" ENTER" "STOP/DO NOT (c) 2016 Transoft Solutions, Inc. All rights reserved.DRAWNCHECKEDDATE---MD LRADATE MODIFIED -3/28/20173/28/201703-14-17md 3-28-17 revise intersection(c) 20 16 Transoft Solutions, Inc. All rights reserved. Kenig,Lindgren,O'Hara,Aboona,Inc. PROJECT # 15-271 DEERFIELD, ILLINOIS DEERBROOK MALL FIGURE: B N SCALE: 1" = 20' DRAWN:MD DATE:03-28-2017 REVISED: CHECKED:LA INTERSECTION GEOMETRICS PRELIMINARY PROPOSED INTERNAL PROPOSED STRIPING PROPOSED EOP/CURB PROPOSED SIDEWALK TT "STOP" CONC PAD TRANS ON TRENCH DRAIN DRAWNCHECKEDDATE---MD LRADATE MODIFIED -4/5/20174/5/201703-14-17md 3-28-17 check vehicle maneuverLock to Lock Time Width Track : : : Passenger Vehicle 6.0 6.00 7.00 Steering Angle 31.6:11.003.00 19.00 - Body of Vehicle - Front Tires Path - Rear Tires Path DESIGN VEHICLE Kenig,Lindgren,O'Hara,Aboona,Inc. (c) 2016 Transoft Solutions, Inc. All rights reserved. (c) 2016 Transoft Solutions, Inc. All rights reserved. PROJECT # 15-271 DEERFIELD, ILLINOIS DEERBROOK MALL FIGURE: 6 N SCALE: 1" = 20' DRAWN:MD DATE:03-28-2017 REVISED: CHECKED:LA PASSENGER VEHICLE MANEUVER Tables 3 through 8 Table 3 LEVEL OF SERVICE AND DELAY – EXISTING CONDITIONS Weekday Evening Peak Hour Saturday Midday Peak Hour Level of Service Delay (seconds) Level of Service Delay (seconds) Waukegan Road/E-W Main Drive/Chestnut Road1 • Overall A 9.8 A 9.9 • Eastbound Left D 52.7 D 53.0 • Eastbound Through -- -- -- -- • Eastbound Right A 0.8 A 3.8 • Westbound Left/Through/Right E 59.0 A 0.8 • Northbound Left A 5.0 A 5.2 • Northbound Through/Right A 6.3 A 7.2 • Southbound Left A 5.2 A 4.9 • Southbound Through A 9.2 A 9.7 • Southbound Right A 0.0 A 0.3 E-W Main Drive/N-S Ring Road • Westbound Left/Right A 9.7 A 9.9 Table 4 LEVEL OF SERVICE AND DELAY – PHASE I FUTURE CONDITIONS Weekday Evening Peak Hour Saturday Midday Peak Hour Level of Service Delay (seconds) Level of Service Delay (seconds) Waukegan Road/E-W Main Drive/Chestnut Road1 • Overall B 11.2 B 12.0 • Eastbound Left D 52.7 D 54.6 • Eastbound Through -- -- -- -- • Eastbound Right A 2.3 A 7.3 • Westbound Left/Through/Right E 59.0 A 0.8 • Northbound Left A 5.6 A 7.2 • Northbound Through/Right A 7.2 A 8.4 • Southbound Left A 5.8 A 5.9 • Southbound Through B 10.5 B 12.0 • Southbound Right A 0.1 A 0.9 E-W Main Drive/N-S Ring Road ICU Level of Service A1 32.7% A1 36.3% 1 - Due to the proposed traffic control configuration, the operation of this intersection is based on a critical volume to saturation flow (v/s) evaluation also known as the Intersection Capacity Utilization (ICU) method. Table 5 LEVEL OF SERVICE AND DELAY – PHASE II FUTURE CONDITIONS Weekday Evening Peak Hour Saturday Midday Peak Hour Level of Service Delay (seconds) Level of Service Delay (seconds) Waukegan Road/E-W Main Drive/Chestnut Road1 • Overall B 14.0 B 15.2 • Eastbound Left D 52.7 E 57.8 • Eastbound Through -- -- -- -- • Eastbound Right A 2.7 A 8.1 • Westbound Left/Through/Right E 59.0 A 0.8 • Northbound Left A 7.5 A 9.8 • Northbound Through/Right A 9.0 A 9.7 • Southbound Left A 7.6 A 6.7 • Southbound Through B 13.2 B 14.6 • Southbound Right A 0.7 A 1.0 E-W Main Drive/N-S Ring Road ICU Level of Service A1 35.2% A1 50.9% 1 - Due to the proposed traffic control configuration, the operation of this intersection is based on a critical volume to saturation flow (v/s) evaluation also known as the Intersection Capacity Utilization (ICU) method. Table 6 95th PERCENTILE QUEUE LENGTHS – EXISTING CONDITIONS Weekday Evening Peak Hour Saturday Midday Peak Hour Queue Queue Waukegan Road/E-W Main Drive/Chestnut Road1 • Eastbound Left 99’ 114’ • Eastbound Through 0’ 0’ • Eastbound Right 0’ 23’ • Westbound Left/Through/Right 51’ 0’ • Northbound Left 37’ 55’ • Northbound Through/Right 188’ 200’ • Southbound Left 5’ 8’ • Southbound Through 233’ 242’ • Southbound Right 0’ 4’ Table 7 95th PERCENTILE QUEUE LENGTHS – PHASE I FUTURE CONDITIONS Weekday Evening Peak Hour Saturday Midday Peak Hour Queue Queue Waukegan Road/E-W Main Drive/Chestnut Road1 • Eastbound Left 121’ 160’ • Eastbound Through 0’ 0’ • Eastbound Right 13’ 44’ • Westbound Left/Through/Right 51’ 0’ • Northbound Left 40’ 83’ • Northbound Through/Right 198’ 222’ • Southbound Left 6’ 9’ • Southbound Through 249’ 274’ • Southbound Right 2’ 16’ Table 8 95th PERCENTILE QUEUE LENGTHS – PHASE II FUTURE CONDITIONS Weekday Evening Peak Hour Saturday Midday Peak Hour Queue Queue Waukegan Road/E-W Main Drive/Chestnut Road1 • Eastbound Left 170’ 243’ • Eastbound Through 0’ 0’ • Eastbound Right 20’ 53’ • Westbound Left/Through/Right 51’ 0’ • Northbound Left 58’ 97’ • Northbound Through/Right 231’ 216’ • Southbound Left 7’ 9’ • Southbound Through 291’ 278’ • Southbound Right 8’ 17’ LANDLORDUTILITY ROOMTRASH COMPACTORCHECKED: SCALE: DRAWN: DATE:DESCRIPTIONREV.BYDATESDG 3/32" = 1'-0" SDG 1/23/17 FORMER OFFICEMAX SPACE FORMER MATTRESS FIRM SPACE JEWEL-OSCO UNDER CONSTRUCTION ADJACENT BED BATH BEYOND SPACE LANDLORDUTILITY ROOM24" AFF24" AFF24" AFF 24" AFF24" AFF24" AFF24" AFF24" AFF24" AFF 24" AFF24" AFF24" AFFTRASH COMPACTORCHECKED: SCALE: DRAWN: DATE:DESCRIPTIONREV.BYDATESDG 3/32" = 1'-0" SDG 1/23/17 JEWEL-OSCO UNDER CONSTRUCTION ADJACENT BED BATH BEYOND SPACE www.okwarchitects.com PROJ. NO: DRAWN BY: DATE: SHEET NO: CHECKED:2016 OKW ARCHITECTSDATE: Chicago, Illinois 60661 600 W. Jackson Blvd. OKW Architects F 312.798.7777 T 312.798.7700 ISSUED FOR:NO. 1 2 3 4 5 6 7 8 9 C B A D E F G 15057 JRM BPE DEERBROOK MALL RENOVATION LAKE COOK RD. & WAUKEGAN RD. DEERFIELD, ILLINOIS PERMIT 12.09.16 M-101 ROOF HVAC DEMOLITION PLAN ALL RTU'S SCREENED FROM VIEW BY PARAPET, RTU's are setback far enough from Wall Edges that they will not be visible, New RTUS are replacing old RTU's in same locations. DEERBROOK MALL DEERFIELD, IL March 06, 2017 Project #: 15057 PAINT CANOPY WHITE D B C FINISH LEGEND (A) EXTERIOR INSULATED FINISH SYSTEM (EIFS) ('WHITE' BENJAMIN MOORE) (B) EXTERIOR INSULATED FINISH SYSTEM (EIFS) ('BUTTERMILK' BENJAMIN MOORE 919) (C) METAL CANOPY (PAINT 'WHITE' BENJAMIN MOORE) (D) EXTERIOR INSULATED FINISH SYSTEM (EIFS) ('CHADWICK BROWN' BENJAMIN MOORE 1160) ENLARGE BAYS WITH A CONTINUOUS CLEAN LOOK CONTINUE COLUMN ACCENT TO PARAPET CREATE A CONTINUOUS E.I.F.S. BAND / NO ARCHES2. PROPOSED ELEVATION - STEIN MART 1. EXISTING CONDITIONS - STEIN MART CENTER ENTRY-WAY B A D D CHECKED: SCALE: DRAWN: DATE:DESCRIPTIONREV.BYDATE3/16" = 1'-0" SDG DATE NEW BLACK SCREENING FILM, SIMILAR TO FILM AT MOD PIZZA LOCATION NEW BLACK SCREENING FILM, SIMILAR TO FILM AT MOD PIZZA LOCATION FHSC MIKE ST. ONGE JUDY PADRON C. ADACHI DEERBROOK MALL 94 S. Waukegan Rd. DEERFIELD, IL 60015 23-39804-10 23-39804-10-R2 OCTOBER 10, 2016 7 R1-1.30.17 CHC Update Sign A to face lit. Show 1/2” peg off. Add trademark information. R2-3.27.17 CA CLARIFY that Sign A is to face lit. 1 A SIGN TYPE BSIGN TYPE CSIGN TYPE SCALE: 1”=400’-0” A C B 4 FT. LETTERS ( CHANNEL LETTERS)FACE LIT MULTI-TENANT D/F SIGN (REPLACEMENT FACES) MULTI-TENANT D/F SIGN (REPLACEMENT FACES) FOR EXIST’G SIGN ON LAKE COOK RD. FOR EXIST’G SIGN ON WAUKEGAN RD. L E G E N D FHSC MIKE ST. ONGE JUDY PADRON C. ADACHI DEERBROOK MALL 94 S. Waukegan Rd. DEERFIELD, IL 60015 23-39804-10 23-39804-10-R2 OCTOBER 10, 2016 7 R1-1.30.17 CHC Update Sign A to face lit. Show 1/2” peg off. Add trademark information. R2-3.27.17 CA CLARIFY that Sign A is to face lit. 2 4'-0" 5'-10" (70”) Signband 1'-8 3/16"3'-4" 21'-6 5/16" EQ EQ 40'-0" Exist’g Signband 143'-0" O.A. Width of Storefront 24'-0" Exist’g Storefront Height EXIST’G CONDITION STOREFRONT DISTANT VIEW scale: 1/16" =1‘-0" PROPOSED SIGN STOREFRONT DISTANT VIEW scale: 1/16" =1‘-0" ASIGN TYPE CANOPY TO BE WHITE, REFER TO COLORED PROPOSED ELEVATIONS. #2 PROPOSED ELEVATION - STEINMART CANOPY TO BE WHITE, REFER TO COLORED PROPOSED ELEVATIONS. #2 PROPOSED ELEVATION - STEINMART FHSC MIKE ST. ONGE JUDY PADRON C. ADACHI DEERBROOK MALL 94 S. Waukegan Rd. DEERFIELD, IL 60015 23-39804-10 23-39804-10-R2 OCTOBER 10, 2016 7 R1-1.30.17 CHC Update Sign A to face lit. Show 1/2” peg off. Add trademark information. R2-3.27.17 CA CLARIFY that Sign A is to face lit. 3 4'-0" EQ EQ 5'-10" (70”) Signband 1'-8 3/16"3'-4" 21'-6 5/16" EQ EQ 40'-0" Exist’g Signband 4'-0" 5'-10" (70”) Signband EQ EQ 40'-0" Exist’g Signband EXIST’G SIGN STOREFRONT CLOSER VIEW scale: 3/32" =1‘-0" PROPOSED SIGN STOREFRONT CLOSER VIEW scale: 3/32" =1‘-0" *PER SURVEY: EXISTING E.I.F.S. FASCIA w/ ACCESS IN VESTIBULE and ALSO AT THE NORTH END OF THE STOREFRONT. ASIGN TYPE *NOTE: SIGN IS FRONT LIT / FACE LIT NOT BACK / HALO LIT. CANOPY TO BE WHITE, REFER TO COLORED PROPOSED ELEVATIONS. #2 PROPOSED ELEVATION - STEINMART CANOPY TO BE WHITE, REFER TO COLORED PROPOSED ELEVATIONS. #2 PROPOSED ELEVATION - STEINMART FHSC MIKE ST. ONGE JUDY PADRON C. ADACHI DEERBROOK MALL 94 S. Waukegan Rd. DEERFIELD, IL 60015 23-39804-10 23-39804-10-R2 OCTOBER 10, 2016 7 R1-1.30.17 CHC Update Sign A to face lit. Show 1/2” peg off. Add trademark information. R2-3.27.17 CA CLARIFY that Sign A is to face lit. 4 4.0 FT. FACE LIT CHANNEL LETTERS | L.E.D. ILLUMINATED | ONE (1) REQ’D 86.10 SQ.FT. ALL ELECTRICAL COMPONENTS TO BE U.L. LISTED, APPROVED AND MARKED PER N.E.C. 600-4. ALL TO BE ELECTRICALLY GROUNDED PER N.E.C. 250. ALL POWER SUPPLIES TO BE FUSED PER U. L. 48, 28.2.1 GROUNDING AND BONDING PER N.E.C. 250-90, -92,-94,-96. SIGN TO MEET N.E.C. AND U. L. 48 STANDARDS FOR ELECTRICAL SIGNS. GROUNDING & BONDING AS PER N.E.C. 250-90 & NEC 600-7 PRIMARIES AND FINAL CONNECTION TO SIGN BY: CERTIFIED ELECTRICIAN Aluminum Spacers paint to match :__________(COLOR TBD) SPACERS TO BE PROVIDED BY FEDERAL HEATH ANY DEVIATION FROM FEDERAL HEATH REQUIREMENTS MAY RESULT IN DAMAGE TO OR IMPROPER OPERATION OF SIGNAGE, CAUSING DELAYS AND ADDITIONAL COSTS. ELECTRICAL REQUIREMENTS Total: _______ Amps ALL BRANCH CIRCUITS SHALL BE DEDICATED TO SIGNS (INCLUDING GROUND AND NEUTRAL) AND SHALL NOT BE SHARED WITH OTHER LOADS. # of 120V, 20A Circuits Req’d T.B.D. 5.04'-0"21'-6 5/16" 1'-8 3/16"3'-4"scale: 3/8"=1'-0"ASIGN TYPE NOTE: SPECIFIC MATERIAL THICKNESSES FOR THIS SIGN TYPE WILL BE DETERMINED BASED ON MANUFACTURING STANDARDS SECTION DETAIL - L.E.D. ILLUMINATED LETTERS W/TRIM CAP Electrical To Power Supply In Flexible Conduit (by Installer) J-Box And Final Hook-up By G.C. Electrician. (120v-20 amp circuit) Metal Pass-Thru In Wall For Supply Leads 1/2 ” ¼” Drain Hole Non-Corrroisve Type Mounting Hardware (Three Min. Per Letter) Acrylic Faces LED Light Modules Trim Cap Aluminum Letter Returns with White Interior Finish Aluminum Letter Backs 120 VAC Electronic Power Supply (12VDC - Mount In Dry Area Only) 14 AWL Wire From Power Supply To LED Connector Inside Each Letter. Booted Toggle Switch on Box Metal Transformer Box 5" 3/4” Wood Blocking/Plywood Backing Required (Provided by GC) NOTE: SIGN IS USING TRADEMARK COLOR. SEE CERTIFICATION ON LAST PAGE *NOTE: SIGN IS FRONT LIT / FACE LIT NOT BACK / HALO LIT. FHSC MIKE ST. ONGE JUDY PADRON C. ADACHI DEERBROOK MALL 94 S. Waukegan Rd. DEERFIELD, IL 60015 23-39804-10 23-39804-10-R2 OCTOBER 10, 2016 7 R1-1.30.17 CHC Update Sign A to face lit. Show 1/2” peg off. Add trademark information. R2-3.27.17 CA CLARIFY that Sign A is to face lit. 5 2'-2-7/16" COPY 2'-9½" (33½”) FACE HEIGHT 2'-11¼" (35¼”) FACE CUT SIZE - PER SURVEY 11' - 11-7/8" COPY / GRAPHICS 14'-6½" V.O. LENGTH 14'-11½" FACE CUT-SIZE LENGTH 15'-0" 20'-0" 13'-7" D/F MULTI-TENANT SIGN | REPLACEMENT FLAT FACE | TWO (2) REQ’D scale: 1/2"=1'-0" FLAT, WHITE 3/8” THICK, POLYCARBONATE FACE WITH 1ST SURFACE APPLIED TRANSLUCENT VINYL GRAPHICS COPY / GRAPHICS TO BE 1st Surface #3630-76 HOLLY GREEN VINYL. *STEIN MART TO BE LOCATED BELOW “Jewel-Osco”. B 1'-6" (18”) ‘O’ EXIST’G 2½” RETAINER Exist’g 2” x 2” SIDE RETAINERS Exist’g 1” Retainers (Top & Bottom Retainers; Each, 1” Per Survey) Exist’g Retainers are Currently Painted T/M SW 6071 Poplar Gray. PROPOSED NEW PANEL (Similar for Opposite Face) EXIST’G (West Face) PANEL (”OfficeMax” Space) EXIST’G (East Face) PANEL (”OfficeMax” Space) SIGN TYPE COLOR KEY: 3M #3630-36 DK. GREEN TRANSLUCENT VINYL WHITE POLYCARBONATE Copy / Graphics Face / Bkgd / Substrate FHSC MIKE ST. ONGE JUDY PADRON C. ADACHI DEERBROOK MALL 94 S. Waukegan Rd. DEERFIELD, IL 60015 23-39804-10 23-39804-10-R2 OCTOBER 10, 2016 7 R1-1.30.17 CHC Update Sign A to face lit. Show 1/2” peg off. Add trademark information. R2-3.27.17 CA CLARIFY that Sign A is to face lit. 6 2'-0" COPY 2'-8½" (32½”) V.O. FACE HEIGHT 10' - 10½" ROUTED-OUT COPY / GRAPHICS 3" PAN DEPTH 1¼" FLANGE @ Top & Bottom (For Mntg) CURRENTLY MOUNTED @ TOP & BOTTOM w/ METAL SCREWS. 15'-4" (184”) PAN FORMED ALUMINUM FACE (V.O.) 2'-11" (35”) O.A. PANEL HT. 1¼" ALUMINUM MNT’G FLANGES OR TABS (Top & Bottom) 1¼" PROPOSED NEW PANEL (Similar for Opposite Face) EXIST’G (North Face) PANEL (”OfficeMax” Space) EXIST’G (South Face) PANEL (”OfficeMax” Space) 25'-3" 15'-4" (184”) 4" 4" 12'-3" 1'-7½" (19½”) ‘O’ 13'-0" D/F MULTI-TENANT SIGN | REPLACEMENT PAN PANELS | TWO (2) REQ’D scale: 1/2"=1'-0" 3” DEEP ALUMINUM PAN PANEL w/ TOP & BOTTOM FLANGES AS INDICATED, WITH ROUTED GRAPHICS NOTE: AMS TO OBTAIN COLOR OF ALUMINUM FACE FROM (TO BE PROVIDED BY) LANDLORD; PAINT BRAND COLOR # or SAMPLE TO MATCH. COPY / GRAPHICS TO BE ROUTED-OUT OF ALUMINUM FACE. AREAS TO BE BACKED UP WITH 7328 WHITE ACRYLIC. *STEIN MART TO BE LOCATED BELOW “Bed Bath & Beyond”. END VIEW @ PANELCSIGN TYPE COLOR KEY: #7328 WHITE ACRYLIC ALUMINUM PAN PANEL PTD __________________________ (*VERIFY; Color To Be Provided by Landlord) Copy / Graphics Face / Bkgd / Substrate FHSC MIKE ST. ONGE JUDY PADRON C. ADACHI DEERBROOK MALL 94 S. Waukegan Rd. DEERFIELD, IL 60015 23-39804-10 23-39804-10-R2 OCTOBER 10, 2016 7 R1-1.30.17 CHC Update Sign A to face lit. Show 1/2” peg off. Add trademark information. R2-3.27.17 CA CLARIFY that Sign A is to face lit. 7 April 06,2016 EXISTING PYLON SIGN (WAUKEGAN RD) 9'-7"1'-2"PROPOSED PYLON SIGN (WAUKEGAN RD) SIGNS 1-4 (QTY:04) April 06,2016 EXISTING PYLON SIGN (LAKE COOK RD.)1'-2"PROPOSED PYLON SIGN (LAKE COOK RD.) SIGNS 5 (QTY:01) DEERBROOK MALL SIGN CRITERIA March 2017 All signs for the Premises are subject to the written approval of Landlord and the Village of Deerfield Appearance Review Commission. A)General Design Requirements 1)One tenant identification sign is allowed for each elevation facing a public street or parking area. 2)No wall sign shall be located higher than the roof deck and no higher than thirty feet (30’) above the curb, whichever is lower. Tenant’s sign submittal shall indicate the roof deck height by a dashed line across the building elevation. 3)Wall signs shall not exceed a depth of six inches (6”) and sign elements must be flat and installed on the same plane. 4)Tenant’s signs shall be directly fastened to the vertical face of the Premises, in a manner approved by Landlord. 5)Sign wording shall be limited to store identity (corporate or trademarked name) and shall not include product, goods or services sold. 6)Logos shall be permitted only if trademarked and specifically approved by Landlord and the Village of Deerfield. 7)All sign attachment devices, wiring, clips, transformers, lamps, tubes and other sign mechanisms shall be concealed. 8)No animated, moving action, flashing or audible signs will be permitted. 9)Total sign area shall be calculated based on the sign area calculation method used by the Village of Deerfield sign ordinance. In all cases, signs shall not exceed eight percent (8%) of the front wall and four percent (4%) of a rear or side wall. Wall area is calculated by multiplying the height (grade to roof deck), by the lineal frontage (lease line to lease line). 10)No wall sign may exceed a maximum area of two hundred fifty square feet (250’ sf). 11)Tenant signs shall be three dimensional, channel type individual letters, with acrylic face and metal sides and backs. 12)All exposed metal returns, mounting brackets, fastening devices and trim caps shall be black or match the two sign colors. 13)No sign shall be painted directly onto an exterior wall. B)Sign Design 1)Trademarked sign colors will be approved upon Landlord’s receipt of tenant’s trademark certificate. 2)Wall sign colors shall be harmonious with the building architecture. A maximum of two colors may be used for each sign. 3)Sign text shall be surrounded by negative space, providing a margin between the letters and/or logo and the edge of the sign’s background. 4)Signs shall be centered vertically and horizontally on the Premises’ designated sign area. 5)Letter height shall be: a)A maximum of twenty eight inches (28”) for a business less than ten thousand square feet (10,000 sf). b)A maximum of thirty six inches (36”) for a business greater than ten thousand square feet (10,000 sf) and less than twenty thousand square feet (20,000 sf). c)A business greater than twenty thousand square feet (20,000 sf), shall not exceed the maximum sign area allowance of two hundred fifty square feet (250 sf.) and said area shall be reasonable in relationship and proportion to the building. 6)Tenant signage may be all capital letters or a combination of upper and lowercase. C)Sign Illumination 1)A sign’s light source must be fixed and concealed. Exposed neon and exposed LED lighting are prohibited. Letters shall be internally face lit only. 2)Raceways shall be concealed from public view. If a raceway cannot be mounted internally behind the exterior wall due to a structural conflict, the raceway shall be mounted to the exterior surface of the wall and be finished to match the background wall. Exposed raceways are discouraged. 3)Tenants are to control the illumination of their signs. D)Window Signs 1)Window signs are regulated by village ordinance 0-07-26, which can be found on the Village of Deerfield’s website. E)Miscellaneous Signage 1)No advertising placards, paper signs, banners, pennants, names, insignias or other descriptive materials shall be affixed upon the exterior walls of the premises or storefront. 2)Tenants will be permitted to place upon each entrance of its Leased Premises not more than one hundred forty four square inches (144”) of gold leaf or decal application lettering not to exceed two inches (2”) in height, indicating store address number, hours of business and emergency phone numbers. 3)Permanent free standing signs are prohibited. The following signs are prohibited when placed outside of the tenant’s interior premises: temporary free standing signs, sandwich boards, feather banners, inflatable characters, etc. F)Pylon Sign Panels 1)Tenant’s pylon sign panels shall be one trademark color. 2)Logos are prohibited on pylon sign panels. 3)Tenants shall submit their pylon panel design to the Village of Deerfield for review and approval with their wall sign package. 4)No more than one line of text shall be permitted on any panel. 5)Tenant sign lettering to be routed and push-thru 1” thick acrylic. 6)A minimum of a 4 inch margin on all sides of the tenant sign panel shall be kept around the text. 7)All Tenant sign panels shall be .125”, flat aluminum painted MAP 13914 Greyshank (or approved color match), Suede Satin Finish and attached with countersunk screws on faces. 8)Landlord to designate the pylon sign and panel location for tenant’s installation.