SEWERS FROM SITE TO WEST FORK NORTH BRANCH CHICAGO
RIVER ARE OWNED & MAINTAINED BY VILLAGE OF GLENVIEW
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COPYRIGHT:THIS DRAWING SHALL NOT BE USED,REPRODUCED, MODIFIED OR SOLD EITHERWHOLLY OR IN PART, EXCEPT WHENAUTHORIZED IN WRITING BY THE ENGINEER.
16480PROJECT NUMBER:
START DATE: JAN. 12, 2017
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SITE LOCATION MAPAERIAL MAP
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DRAWING INDEX: 1.TITLE SHEET, LEGEND, SITE LOCATION, & AERIAL MAP TITLE SHEET, LEGEND, SITE LOCATION, & AERIAL MAP 2.EXISTING TOPOGRAPHY, DEMOLITION PLAN, SOIL EROSION & EXISTING TOPOGRAPHY, DEMOLITION PLAN, SOIL EROSION & SEDIMENTATION CONTROL PLAN 3.SWPPP (NOT INCLUDED) SWPPP (NOT INCLUDED) 4.PROPOSED GRADING & DRAINAGE PLAN PROPOSED GRADING & DRAINAGE PLAN 5.PROPOSED UTILITIES PLAN - OVERALL SITE PROPOSED UTILITIES PLAN - OVERALL SITE 6.GEOMETRIC PLAN - OVERALL SITE GEOMETRIC PLAN - OVERALL SITE 7.CONSTRUCTION NOTES (NOT INCLUDED) CONSTRUCTION NOTES (NOT INCLUDED) 8.STANDARD DETAILS (NOT INCLUDED) STANDARD DETAILS (NOT INCLUDED) 9.STANDARD DETAILS - CONTINUED (NOT INCLUDED) STANDARD DETAILS - CONTINUED (NOT INCLUDED) 10.NATIVE PLANTING NOTES NATIVE PLANTING NOTES 11.DRAINAGE EXHIBIT DRAINAGE EXHIBIT EX-REXHIBIT R EXHIBIT R
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SITE BENCHMARK IS CUT CROSS ON NORTHWEST BONNET BOLT OF FIRE HYDRANT EAST OF SITE, ELEV. 625.99, TRANSFERRED FROM SKOKIE BM SK003 ELEV. 624.65. NAVD 88
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locations call:
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J.U.L.I.E. 1 (800) 892-0123
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to construction activities. For utility
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shall be verified by the contractor prior
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Note: The exact location of all utilities
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given for the convenience of the Contractor. However, the
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The location of existing underground utilities, such as water
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which are shown may be different from the location as shown
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may be encountered, and that the actual location of those
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event that during construction, utilities other than those shown
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Owner and the Engineer do not assume responsibility in the
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been determined from the best available information and is
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mains, sewers, gas lines, etc., as shown on the plans, has
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NOTE
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on the plans.
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Bono Consulting, Inc. is not responsible for the safety of any
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party at or on the construction site. Safety is the sole
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responsibility of the contractor and any other person or entity
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performing work or services. Neither the owner nor engineer
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assumes any responsibility for the job site safety of persons
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engaged in the work or the means or methods of construction.
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Current Standard Specifications of the Judicial Authority shall apply
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to the construction on this project.
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1. I HEREBY CERTIFY THAT THE PROPOSED IMPROVEMENTS WILL NOT ADVERSELY
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IMPACT THE SUBJECT PROPERTY, THE SURROUNDING PROPERTIES OR THE
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PUBLIC RIGHT-OF-WAY WITH RESPECT TO STORMWATER DRAINAGE, AND THAT
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A SAFE OVERFLOW ROUTE HAS BEEN ESTABLISHED.
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ENGINEER
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DATE
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IMPROVEMENT IS NOT LOCATED IN FLOOD PROTECTION AREAS
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2. I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE PROPOSED
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BASED ON THE INFORMATION FROM THE FEMA MAPS.
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PROJECT NARRATIVE GENERAL: EXISTING COMMERCIAL BUILDING, TWO SINGLE FAMILY RESIDENCES : EXISTING COMMERCIAL BUILDING, TWO SINGLE FAMILY RESIDENCES AND A VACATED HARMONY LANE WILL BE DEMOLISHED FOR THE THE NEW DAYCARE CENTER. DAYCARE CENTER COMPRISES OF NEW BUILDING, PLAYGROUND AND PARKING LOT. AREA SUMMARY: TOTAL AREA OF SITE: 0.952 ACRES (INCLUDES VACATED HARMONY LN.) DISTURBED AREA OF SITE: 0.952 ACRES SPECIAL PROTECTION AREAS: NO FLOODPLAIN WITHIN 100' OF SITE. THERE : NO FLOODPLAIN WITHIN 100' OF SITE. THERE NO ARE WETLANDS WITHIN 100' OF SITE. UPSTREAM TRIBUTARY: THERE IS NO UPSTREAM TRIBUTARY AREA THERE IS NO UPSTREAM TRIBUTARY AREA COMBINED/SEPARATE SEWER AREA INFO: PROPOSED PROJECT IS LOCATED IN PROPOSED PROJECT IS LOCATED IN SEPARATE SEWER AREAS. THE SEPARATE STORM SEWER FROM THE SITE DRAINS TO THE WEST FORK NORTH CHICAGO BRANCH RIVER. THE SANITARY SEWER FLOWS TO MWRD SEWERS. DETENTION/VOLUME CONTROL FACILITY: DETENTION (AREA<3AC.) IS PER : DETENTION (AREA<3AC.) IS PER LOCAL REQUIREMENT AND VOLUME CONTROL (AREA>0.5AC.) IS PER MWRD REQUIREMENTS. SANITARY SEWERS: ONE SANITARY SERVICE FROM THE BUILDING WILL TIE-IN : ONE SANITARY SERVICE FROM THE BUILDING WILL TIE-IN TO EXISTING INSPECTION MANHOLE PRESENT IN EXISTING COMMERCIAL LOT. SOILS/INFILTRATION RATE: STIFF SILTY CLAY STIFF SILTY CLAY GROUNDWATER ELEVATION: SEASONAL GROUNDWATER TABLE FOUND SEASONAL GROUNDWATER TABLE FOUND AT xx AT THE BUILDING.
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PROFESSIONAL
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062-067076
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ENGINEER
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COPYRIGHT:THIS DRAWING SHALL NOT BE USED,REPRODUCED, MODIFIED OR SOLD EITHERWHOLLY OR IN PART, EXCEPT WHENAUTHORIZED IN WRITING BY THE ENGINEER.
16480PROJECT NUMBER:
START DATE: JAN. 12, 2017
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AutoCAD SHX Text
STORMWATER POLLUTION PREVENTION PLAN A COPY OF THIS PLAN, ALONG WITH ALL INSPECTION REPORTS, WILL BE KEPT AT THE SITE AT ALL TIMES. THE PERMITEE SHALL RETAIN COPIES OF STORMWATER POLLUTION PREVENTION PLANS AND ALL REPORTS AND NOTICES REQUIRED BY THIS PERMIT FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE THE PERMIT COVERAGE EXPIRES OR IS TERMINATED. SITE DESCRIPTION: : PROJECT NAME AND LOCATION: NEW DAYCARE FACILITY, 662 WAUKEEGAN, GLENVIEW, COOK COUNTY, IL PROJECT DESCRIPTION: A NEW DAYCARE FACILITY WHERE THERE ARE CURRENTLY SFR. TOTAL SITE AREA = 0.804 ACRES 0.804 ACRES ACRES TOTAL AREA DISTURBED = 0.804 ACRES 0.804 ACRES ACRES RUNOFF COEFFICIENT OF SITE AFTER CONSTRUCTION = 0.84 0.84 SOILS: SILTY CLAY LOAM, SILTY CLAY LOAM, RECEIVING WATERS: -- -- EXISTING SITE CONDITIONS: SINGLE FAMILY RESIDENCES SINGLE FAMILY RESIDENCES ADJACENT/OFFSITE AREAS: THREE SIDES OF THE SITE ARE STREETS, SOUTH OF THE SITE ARE SINGLE FAMILY RESIDENCES. REFER TO IMPROVEMENT PLANS FOR ANEW DAYCARE FACILITY FOR ANEW DAYCARE FACILITY FOR FOR ADDITIONAL SITE INFORMATION. EROSION AND SEDIMENT CONTROLS REFER TO THE IMPROVEMENT PLANS FOR NEW DAYCARE FACILITY, AND NEW DAYCARE FACILITY, AND , AND THIS SWPPP. STABILIZATION PRACTICES: EXISTING VEGETATION SHALL BE PROTECTED AS MUCH AS POSSIBLE TEMPORARY SEEDING AND MULCHING SHALL OCCUR WITHIN 7 DAYS FOLLOWING THE COMPLETION OF ANY LAND DISTURBING ACTIVITIES. EROSION CONTROL BLANKETS SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE SEEDING OF SLOPES 6:1 OR GREATER. STRUCTURAL PRACTICES: INLET FILTERS SHALL BE INSTALLED IN EXISTING DRAINAGE STRUCTURES PRIOR TO ANY GROUND DISTURBING ACTIVITIES. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE ESTABLISHMENT OF PROPOSED GRADES AT THE ENTRANCE LOCATION. STORM WATER MANAGEMENT REFER TO THE IMPROVEMENT PLANS FOR NEW DAYCARE FACILITY AND NEW DAYCARE FACILITY AND AND AND THE STORMWATER MANAGEMENT CALCULATIONS FOR ADDITIONAL INFORMATION RUNOFF: THE SITE IS FAIRLY FLAT. VELOCITY DISSIPATION THE SITE UTILIZES THE STORM SEWER. . WASTE DISPOSAL ALL WASTES COMPOSED OF BUILDING MATERIALS MUST BE REMOVED FROM THE SITE FOR DISPOSAL IN PERMITTED DISPOSAL FACILITIES. THE PROJECT SITE WILL BE KEPT CLEAR OF ALL HUMAN AND CONSTRUCTION DEBRIS. NO BUILDING MATERIALS, GAS OR OIL SHALL BE BURIED, DUMPED, OR DISCHARGED AT THE SITE. A SECURELY LIDDED DUMPSTER WILL BE PROVIDED FOR STANDARD SOLID WASTE. HAZARDOUS WASTE WILL BE DISPOSED OF AS SPECIFIED BY THE VILLAGE OF GLENVIEW, THE ILLINOIS ENVIRONMENTAL PROTECTION , THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY, OR THE MANUFACTURER OF THE MATERIAL, WHICH EVER IS STRICTER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL HAZARDOUS WASTE PRODUCED AS A PART OF THIS CONSTRUCTION PROJECT. SANITARY WASTE WILL BE COLLECTED IN PORTABLE UNITS AND DRAINED AS SPECIFIED BY THE VILLAGE OF GLENVIEW. VILLAGE OF GLENVIEW. . ANY SPILLED OIL, GAS, OR OTHER CONSTRUCTION MATERIAL WILL BE CONTAINED AND CLEANED IMMEDIATELY. CONTAMINATED SOIL WILL BE DISPOSED OF IN AN APPROVED MANNER AT A LICENSED LANDFILL. A SINGLE CONCRETE WASHOUT AREA WILL BE DESIGNATED BY THE CONTRACTOR FOR USE DURING THE DURATION OF THE PROJECT. THE WASHOUT AREA WILL BE DUG OUT OR BERMED UP TO CONTAIN ALL WASHOUT MATERIAL. ALL AFFECTED SOILS AND CONCRETE SPOILS WILL BE REMOVED FROM THE SITE UPON COMPLETION OF THE CONCRETE PLACEMENT ACTIVITIES. OTHER REQUIREMENTS THE VILLAGE OF GLENVIEW/MWRD STORMWATER REGULATIONS WILL VILLAGE OF GLENVIEW/MWRD STORMWATER REGULATIONS WILL WILL GOVERN ALL EROSION CONTROL AND STORMWATER MANAGEMENT OPERATIONS. IF ANY SITE AREA IS TO REMAIN DISTURBED FOR OVER 14 DAYS THEN 7 DAYS AFTER THE LAST DISTURBANCE THE CONTRACTOR MUST INITIATE STABILIZATION MEASURES. NO FUEL OR OIL WILL BE STORED ON-SITE WITHOUT PROPER CONTAINMENT AND WRITTEN PERMISSION FROM THE VILLAGE OF VILLAGE OF GLENVIEW. . THE CONTRACTOR WILL PREVENT OFF-SITE TRACKING OF SEDIMENTS. IF THE STABILIZED CONSTRUCTION ENTRANCE IS NOT SUFFICIENT, FURTHER MEASURES MUST BE IMPLEMENTED. ANY SEDIMENT LEFT ON THE PUBLIC ROADWAY WILL BE CLEANED OFF EVERY NIGHT. DUST CONTROL, IF DEEMED NECESSARY BY THE VILLAGE ENGINEER, WILL VILLAGE ENGINEER, WILL ENGINEER, WILL BE DONE BY MEANS OF A WATER TRUCK SPRAYING WATER ON THE SURFACE OF THE SITE. NON-STORMWATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON-STORMWATER DISCHARGES WILL OCCUR FROM THIS SITE DURING THE CONSTRUCTION PERIOD: WATER FROM WATER MAIN AND FIRE HYDRANT FLUSHING. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED) UNCONTAMINATED GROUND AND SURFACE WATER FROM DEWATERING EXCAVATIONS AND DETENTION BASINS DUST CONTROL WATER ALL NON-STORMWATER DISCHARGES WILL BE DIRECTED TO THE EXISTING PARKING LOT. SCHEDULE OF CONSTRUCTION 1.INSTALL SILT FENCE AND EROSION CONTROL MEASURES. INSTALL SILT FENCE AND EROSION CONTROL MEASURES. 2.CONSTRUCT IMPROVEMENTS. CONSTRUCT IMPROVEMENTS. 3.COMPLETE RESTORATION. COMPLETE RESTORATION. 4.REMOVE TEMPORARY EROSION CONTROL MEASURES. REMOVE TEMPORARY EROSION CONTROL MEASURES. MAINTENANCE AND INSPECTION PROCEDURES THE GENERAL CONTRACTOR FOR THIS PROJECT IS RESPONSIBLE FOR MAINTAINING THE EROSION AND SEDIMENT CONTROL MEASURES IN GOOD AND EFFECTIVE OPERATING CONDITIONS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL REGULAR INSPECTIONS REQUIRED BY THE NPDES GENERAL PERMIT #2 INCLUDING RECORDING AND KEEPING A RECORD OF EACH INSPECTION. THIS PROCESS WILL CONTINUE UNTIL FINAL STABILIZATION IS ACHIEVED AND A NOTICE OF TERMINATION IS RECEIVED BY THE OWNER. INSPECTIONS WILL BE PERFORMED AND RECORDED BY QUALIFIED INDIVIDUALS TRAINED BY THE GENERAL CONTRACTOR AT LEAST ONCE EVERY WEEK AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. BASED ON THE RESULTS OF THE INSPECTIONS, MODIFICATIONS NECESSARY SHALL BE IMPLEMENTED WITHIN 7 DAYS OF THE INSPECTION. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER. ANY NECESSARY REPAIRS WILL BE INITIATED IMMEDIATELY. SEDIMENT BUILDUP WILL BE REMOVED FROM SILT FENCES WHEN IT HAS REACHED 1/3 THE HEIGHT OF THE FABRIC. SEDIMENT BUILDUP WILL BE REMOVED FROM OTHER EROSION CONTROLS AS NEEDED TO MAINTAIN STORMWATER FLOW THROUGH THE SITE AND AVOID SEDIMENT FROM BYPASSING THE EROSION CONTROLS. EROSION CONTROL MEASURES WILL BE REPAIRED, MAINTAINED, OR INCREASED AT THE DIRECTION OF THE LOCAL SOIL AND WATER CONSERVATION DISTRICT, THE VILLAGE OF GLENVIEW OR THE PARK VILLAGE OF GLENVIEW OR THE PARK OR THE PARK DISTRICT'S ENGINEER. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. THE REPORT SHALL SUMMARIZE THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE STORMWATER POLLUTION PREVENTION PLAN, AND ACTIONS TAKEN TO SOLVE ANY PROBLEMS OBSERVED. THE INSPECTION REPORT SHALL BE SIGNED BY A QUALIFIED INDIVIDUAL PER NPDES GENERAL PERMIT NO. 2. INSPECTION REPORTS SHALL BE RETAINED AS A PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS AFTER FINAL STABILIZATION AND A NOTICE OF DISCONTINUATION HAS BEEN SUBMITTED TO THE DEPARTMENT. CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT (ILR10) THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS A PART OF THIS CERTIFICATION. GENERAL CONTRACTOR __________________________________________________ COMPANY NAME __________________________________________________ COMPANY ADDRESS __________________________________________________ COMPANY PHONE NUMBER __________________________________________________ PRINTED NAME AND TITLE _________________________________________________________________ SIGNATURE _________________________________________________________________ DATE _________________________________________________________________ SUB-CONTRACTOR #1 _________________________________________________________________ SUB-CONTRACTORS RESPONSIBILITY _________________________________________________________________ COMPANY NAME _________________________________________________________________ COMPANY ADDRESS _________________________________________________________________ COMPANY PHONE NUMBER _________________________________________________________________ PRINTED NAME AND TITLE _________________________________________________________________ SIGNATURE _________________________________________________________________ DATE USE ADDITIONAL SHEETS FOR ADDITIONAL SUB-CONTRACTORS. EACH SHEET WILL HAVE THE PROJECT NAME AND LOCATION AS DESCRIBED IN THE SITE DESCRIPTION ON THIS SHEET. EACH ADDITIONAL SUB-CONTRACTOR WILL PROVIDE THEIR RESPONSIBILITY, COMPANY NAME, ADDRESS AND PHONE NUMBER, PRINTED NAME AND TITLE, SIGNATURE AND DATE. THIS INFORMATION WILL BE KEPT WITH THIS PLAN. OWNERS'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT (ILR10) THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS A PART OF THIS CERTIFICATION. _________________________________________________________________ COMPANY NAME _________________________________________________________________ COMPANY ADDRESS _________________________________________________________________ COMPANY PHONE NUMBER _________________________________________________________________ PRINTED NAME AND TITLE _______________________________ SIGNATURE __________________________ DATE
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NOT FOR CONSTRUCTION
631.83
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#662
FFE 632.00
632.50
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B/C 631.05
T/C 631.40
B/C 630.90
T/C 631.50
B/C 631.00
T/C 631.70
B/C 631.20
T/C 631.10
B/C 630.60
630.85
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LOWER
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T/C 631.35
B/C 630.85
T/C 631.25
B/C 630.75
T/C 630.35
B/C 629.65
GR 629.65
T/C 631.05
B/C 630.55
T/C 630.50
B/C 630.00
T/C 630.30
B/C 629.80
T/C 631.65
B/C 631.15
T/C 631.00
B/C 630.50
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B/C 630.50
T/C 630.50
B/C 630.00
T/C 631.40
B/C 630.90
T/C 631.40
B/C 630.90
T/C 631.40
B/C 630.90
T/C 631.35
B/C 630.85
T/C 631.10
B/C 630.60
RIM 630.30
T/DC 630.40
B/C 630.40
T/C 631.50
B/C 631.00
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B/C 630.80
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T/C 632.10
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B/C 631.70
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T/C 631.65
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B/C 630.80
T/C 631.70
B/C 631.20
T/C 631.83
B/C 631.33
T/C 631.45
B/C 630.95
T/C 631.85
B/C 631.35
T/C 632.00
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T/C 632.20
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PAV'T:630.90
PAV'T 630.75
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COPYRIGHT:THIS DRAWING SHALL NOT BE USED,REPRODUCED, MODIFIED OR SOLD EITHERWHOLLY OR IN PART, EXCEPT WHENAUTHORIZED IN WRITING BY THE ENGINEER.
16480PROJECT NUMBER:
START DATE: JAN. 12, 2017
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IL ROUTE 43 (W A U K E G A N R O A D)
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160.00(R&M)
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15.00(M)
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250.24(M)
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72.74(R&M)
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467.63(R)
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105.30(M)
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29.00
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(100' R.O.W. PUBLIC STREET)
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RAILROAD
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ASPHALT DRIVEWAY
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CONC. CURB & GUTTER
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CONC. CURB & GUTTER
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ASPHALT
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CONC. CURB & GUTTER
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(ASPHALT PAVED)
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(ASPHALT PAVED)
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CONC.
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WALK
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CONC. CURB
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ASPHALT
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APRON
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DEPRESSED CURB (TYP)
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3.91 S.
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3.91 S. & 4.34 E.
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76.85
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1 STORY BRICK BUILDING
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#654
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WOOD FENCE 0.54 E.
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FOUND IRON PIPE 0.16 S. & 0.22 W.; WOOD & STEEL FENCE POST 0.61 S. & 0.08 E.
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CONC. CURB 3.90 S.
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CONC. CURB 3.46 S.
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STEEL FENCE POST 0.57 S. & 2.27 W'LY.
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FOUND SPIKE 0.18 N. & 5.78 W'LY.
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6.62 W'LY.
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17.36 W'LY.
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FOUND CROSS 5.00' E. & ON LINE EXTENDED
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SET IRON PIPE AT PROP. CORNER
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CONC. APRON
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S
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D
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D
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S
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W
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W
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S
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ATT
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ARM
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30" TREE
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E
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TRANSFORMER ON CONC. PAD
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15" TREE
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RIM: 631.39' INV: 619.27'
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RIM: 631.55' INV.: 613.33'
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RIM: 631.85'
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RIM: 631.62'
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RIM: 631.33' INV: 619.47'
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RIM: 630.66' INV.: 628.16'
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RIM: 630.79'
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RIM: 631.59'
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RIM: 631.40'
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RIM: 631.70' INV.: 613.62'
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RIM: 631.81' INV.: 610.37'
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RIM: 631.58'
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RIM: 630.31' INV: 626.76'
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RIM: 630.94' INV.: 628.04'
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RIM: 629.91'
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RIM: 631.33' W INV.: 626.83' E. INV.: 626.03' SE. INV.: 627.23'
SANITARY SEWER (SS-01) 6" PVC SDR 26 235 LF @ 1.00% CONNECT TO EXISTING OPENING IN THE MANHOLE
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DETENTION SUMMARY TOTAL DETENTION REQUIRED (LOCAL REQ.) = 13,363 CU. FT. TOTAL VOLUME CONTROL REQUIRED PER MWRD = 2,412 CU. FT. TOTAL VOLUME CONTROL PROVIDED = 2,500 CU. FT. = 2,500 CU. FT. VOLUME IN PIPES= 11,022 CU. FT. = 11,022 CU. FT. CU. FT. TOTAL DETENTION PROVIDED (INCLUDING VOLUME CONTROL) = 13,522CU. FT. CU. FT. HWL = 630.00 OVERFLOW ELEVATION 630.15
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6" DOMESTIC & FIRE SERVICE, DIP CLASS 52, SPLIT SERVICE FOR DOMESTIC AND FIRE INSIDE THE BUILDING AUGER UNDER PAVEMENT; EXTEND TO UTILITY ROOM STUB
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STORM SEWER (ST-##) 60" HDPE ADS-N12 WT 130 LF @ 0.28% WITH RISER ON BOTH ENDS
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48" CATCH BASIN (ST-##) RIM 631.83 INV. E (18") -- INV. S (12") -- SNOUT ON WEST PIPE
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24" CATCH BASIN(ST-##) RIM 630.80 INV. W&E (6") --
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24" CATCH BASIN(ST-##) RIM 629.65 INV. W&E (6") --
(c) 2014 Transoft Solutions, Inc. All rights reserved.
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ATVHE
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atvp1
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Glenview Fire Truck #1
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Custom
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(c) 2014 Transoft Solutions, Inc. All rights reserved.
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ATVHS
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6" BARRIER CURB
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6" BARRIER CURB
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6" BARRIER CURB
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B6.12
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B6.12
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B6.12
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RAMP
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RAMP
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RAMP
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RAMP
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SNOW DEPOSIT AREA
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SNOW DEPOSIT AREA
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CONC. WALK
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CONC. WALK
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SITE PLAN NOTES: A.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL VILLAGE /COUNTY REGULATIONS AND CODES AND O.S.H.A. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL VILLAGE /COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. B.ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL HEALTHY ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL HEALTHY STAND OF GRASS IS ESTABLISHED UNLESS OTHERWISE NOTED. C.ALL CURBED RADII ARE TO BE 3' MEASURED TO FACE OF CURB UNLESS OTHERWISE NOTED. STRIPED RADII ARE ALL CURBED RADII ARE TO BE 3' MEASURED TO FACE OF CURB UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5' UNLESS OTHERWISE NOTED. D.ALL DIMENSIONS ARE FACE OF CURB TO FACE OF CURB AND RADII ARE BACK OF CURB OR BUILDING ALL DIMENSIONS ARE FACE OF CURB TO FACE OF CURB AND RADII ARE BACK OF CURB OR BUILDING FOUNDATION UNLESS OTHERWISE NOTED. E.BUILDING DIMENSIONS AND ADJACENT PARKING AND UTILITY LAYOUT HAVE BEEN PREPARED BASED UPON BUILDING DIMENSIONS AND ADJACENT PARKING AND UTILITY LAYOUT HAVE BEEN PREPARED BASED UPON ARCHITECTURAL INFORMATION CURRENT AT THE DATE OF THIS DRAWING. SUBSEQUENT ARCHITECTURAL CHANGES MAY EXIST, THEREFORE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. F.ALL PROPOSED CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISE NOTED. ALL PROPOSED CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISE NOTED. G.EXISTING TOPOGRAPHY SHOWN REPRESENTS SITE CONDITION AS PREPARED BY STUDNICKA. CONTRACTOR SHALL EXISTING TOPOGRAPHY SHOWN REPRESENTS SITE CONDITION AS PREPARED BY STUDNICKA. CONTRACTOR SHALL FIELD CHECK EXISTING ELEVATIONS AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. H.THE CONTRACTOR SHALL CONTACT J.U.L.I.E. (1-800-892-0123) PRIOR TO ANY WORK TO LOCATE UTILITIES AND THE CONTRACTOR SHALL CONTACT J.U.L.I.E. (1-800-892-0123) PRIOR TO ANY WORK TO LOCATE UTILITIES AND SHALL CONTACT THE OWNER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENT. I.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE REMOVED UNDER PROPOSED BUILDINGS AND EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE REMOVED UNDER PROPOSED BUILDINGS AND ABANDONED ELSEWHERE AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. J.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. K.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY OTHERS. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY OTHERS. L.IMPROVEMENTS ADJACENT TO BUILDING IF SHOWN SUCH AS TRUCK DOCK, RETAINING WALLS, SIDEWALKS, CURBING, IMPROVEMENTS ADJACENT TO BUILDING IF SHOWN SUCH AS TRUCK DOCK, RETAINING WALLS, SIDEWALKS, CURBING, CANOPIES, RAMPS, HANDICAP ACCESS, PLANTERS, DUMPSTERS AND TRANSFORMERS ETC. HAVE BEEN SHOWN FOR APPROXIMATE LOCATION ONLY. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. M.THE CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF ALL EXISTING STRUCTURES TO PROPOSED GRADES AS THE CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF ALL EXISTING STRUCTURES TO PROPOSED GRADES AS INDICATED ON PLANS. N.CONTRACTOR TO VERIFY LOCATION, SIZES, AND ELEVATIONS OF ALL BUILDING SERVICE LOCATIONS WITH CONTRACTOR TO VERIFY LOCATION, SIZES, AND ELEVATIONS OF ALL BUILDING SERVICE LOCATIONS WITH ARCHITECTURAL PLANS. O.TOTAL LAND AREA IS 0.952+/- ACRES. TOTAL LAND AREA IS 0.952+/- ACRES. 0.952+/- ACRES. 0.952+/- ACRES. ACRES. P.WETLANDS WERE NOT PRESENT ON THIS SITE. WETLANDS WERE NOT PRESENT ON THIS SITE. Q.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "SITE SPECIFIC SPECIFICATIONS." THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "SITE SPECIFIC SPECIFICATIONS." R.MONUMENT AND/OR PYLON SIGNS SHALL BE CONSTRUCTED BY OWNER ASSIGNED CONTRACTOR. MONUMENT AND/OR PYLON SIGNS SHALL BE CONSTRUCTED BY OWNER ASSIGNED CONTRACTOR. S.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. PURCHASER OF OUTLOT TO PROVIDE PERMIT PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. T.ALL ROADWAY AND PARKING LOT IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ALL ROADWAY AND PARKING LOT IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DEPARTMENT OF TRANSPORTATION, STATE OF ILLINOIS, LATEST EDITION. ON. U.ROUTING OF GAS, ELECTRIC AND TELEPHONE SERVICES IF SHOWN ARE APPROXIMATE ONLY AND SUBJECT TO ROUTING OF GAS, ELECTRIC AND TELEPHONE SERVICES IF SHOWN ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE BASED UPON FINAL REVIEW AND APPROVAL BY RESPECTIVE UTILITY COMPANIES AND OWNER. CONTRACTOR SHALL CONTACT EACH UTILITY COMPANY AND COORDINATE FINAL LOCATIONS FOR ALL UTILITY SERVICES PRIOR TO START OF CONSTRUCTION. V.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE
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STANDARD RED AND WHITE SIGN
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R5-1
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"ONE WAY" SIGNS
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R6-2L
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N.T.S.
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R6-2R
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(SEE DIRECTION INDICATED AT SYMBOL)
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BLACK LEGEND ON WHITE BACKGROUND
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"DO NOT ENTER"
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SIGN
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N.T.S.
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WHITE LEGEND RED BACKGROUND
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N.T.S.
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"STOP" SIGN
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R1-1
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30"X30"
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$250 FINE
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RESERVED
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PARKING
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1'-0
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6"
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1'-6"
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C
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L
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8'-0"
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8'-0"
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& MOUNTING
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N.T.S.
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ACCESSIBLE PARKING SIGN
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PARKING SIGN
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ACCESSIBLE PARKING
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N.T.S.
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STALL
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20
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20
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0
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GRAPHIC SCALE
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NOT FOR CONSTRUCTION
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SIGNAGE LEGEND
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STOP SIGN (R1-1) ACCESSIBLE PARKING SIGN (R7-8) NO PARKING SIGN FIRE LANE (R8-31) DO NOT ENTER (R5-1) PEDESTRIAN CROSSING SIGN PICK-UP AND DROP-OFF ONLY - NO PARKING SIGN
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1
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3
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PAVEMENT LEGEND
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HEAVY DUTY PAVEMENT 2" BITUMINOUS SURFACE COURSE, HOT-MIX ASPHALT, MIX D, N50 2-1/2" BITUMINOUS BINDER COURSE, HOT-MIX ASPHALT, IL-19, N50 12" AGGREGATE BASE COURSE CA-6, TYPE B STANDARD DUTY PAVEMENT 2" BITUMINOUS SURFACE COURSE, HOT-MIX ASPHALT, MIX D, N50 2" BITUMINOUS BINDER COURSE, HOT-MIX ASPHALT, IL-19, N50 8" AGGREGATE BASE COURSE CA-6, TYPE B CONCRETE APRON 8" CONCRETE PAVEMENT (W/6X6 W/1.4 WWF, IF ALLOWED IN ROW)* 4" COMPACTED AGGREGATE BASE CA-6, TYPE B CONCRETE PADS - TRASH CORAL & UTIITY PADS 8" CONCRETE PAVEMENT W/6X6 W/1.4 WWF* 4" COMPACTED AGGREGATE BASE CA-6, TYPE B SIDEWALKS 5" PORTLAND CEMENT CONCRETE 4" COMPACTED AGGREGATE BASE COURSE, TYPE B DETECTABLE WARNING AND DEPRESSED CURB REPLACEABLE RED POLYMER COMPOSITE PLATES *REFER TO CONCRETE JOINT DETAILS (IF ANY).
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PAVEMENT MARKING LEGEND
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24" WHITE SOLID STOP BAR 4" YELLOW SOLID LINE 8" SOLID WHITE LINE LETTERS & SYMBOLS PAVEMENT MARKINGS TRAFFIC FLOW DIRECTIONAL ARROWS ACCESSIBLE PARKING SPACE PAVEMENT MARKINGS-SEE DETAIL 4" YELLOW DIAGONAL AT 45° SPACED 3' O.C. 4" SOLID WHITE LINE
