ASPHALT CONSTRUCTION 06 PARTICIPANTS OWNER: SCHOOL DISTRICT 58 650 ACADEMIC IVE ALGONQUIN, IL 600 ENGINEER: INSPEC, INC. ENGINEERS/ARCHITECTS 6 JEFFERSON ST. SUITE 0 MILWAUKEE, WI 530 (44) 744-696 (44) 744-698 - FAX LIST OF AWINGS C C C3 C4 TITLE SHEET, PARTICIPANTS, LIST OF AWINGS, LOCATION MAP, AND GENERAL PROJECT NOTES REMOVAL PLAN NEW CONDITIONS SITE PLAN NEW CONDITIONS GRADING AND PLUMBING PLAN LIST OF BID ITEMS AND ALTERNATES BASE BID: ALL WORK SHOWN GENERAL PROJECT NOTES. OWNER WILL SUBMIT, OBTAIN, AND PAY FOR THE BUILDING PERMIT REQUIRED FOR THIS PROJECT.. VERIFY MEASUREMENTS AND CONDITIONS ON THE PROJECT. 3. REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON AWINGS. 4. AND NEW MATERIALS COMMON TO SEVERAL DETAILS MAY BE NOTED ON ONLY ONE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE WORKING CONDITIONS ON AREAS FOR EMPLOYEES AND OTHER PERSONS AT THE SITE. INSTALL 4'-0" HIGH ORANGE PLASTIC CONSTRUCTION FENCING AROUND ENTIRE PROJECT LIMIT. REMOVE CONSTRUCTION FENCE AT PROJECT COMPLETION. 6. SUBSOILS MAY BE DISPOSED OF AT FILL SITES WITHIN THE SCHOOL DISTRICT. SPOILS SHALL BE GRADED SMOOTH, COMPACTED, SEEDED, AND MULCHED. SEE BELOW FOR FURTHER INFORMATION AND LOCATIONS. EXACT LOCATIONS SHALL BE DETERMINED BY OWNER AT PRECONSTRUCTION CONFERENCE. PROJECT ENGINEER DAN ROEHRDANZ, P.E. droehrdanz@inspe.om DETAILS 7. OWNER HAS PROVIDED FILL SITES ON SCHOOL DISTRICT PROPERTY FOR EXCAVATED SOIL. SOIL TESTING, DISPOSAL FEES, ETC. ARE NOT REQUIRED IF THE FILL SITES ON SCHOOL DISTRICT PROPERTY ARE UTILIZED. THE CONTRACTOR MAY UTILIZE OFFSITE DISPOSAL/FILL SITES. THE CONTRACTOR WOULD BE RESPONSIBLE FOR SOIL TESTING AND DOCUMENTATION (FORM LPC-663 FROM ILLINOIS EPA) REQUIRED FOR DISPOSAL AT A CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) OR UNCONTAMINATED FILL SITE. //06 : PM DAN ROEHRDANZ M:\CAD drawings - by lient then number\huntley Community SD 58\30497-06 Leggee Asphalt Playground\06 Leggee playground expand DETAILS 0-3-6.dwg LOCATION MAP LEGGEE CLAY SOIL SPOILS FILL SITE HARMONY ROAD 373 HARMONY ROAD, HUNTLEY, ILLINOIS 604 HEMMER ROAD SCHOOL DISTRICT 58 ASPHALT CONSTRUCTION TITLE SHEET LIST OF AWINGS LOCATION MAP GENERAL PROJECT INFORMATION AWN BY: 0/3/06 BID NO. 06-9 30497 C OF 5
//06 :6 PM DAN ROEHRDANZ M:\CAD drawings - by lient then number\huntley Community SD 58\30497-06 Leggee Asphalt Playground\06 Leggee playground expand PLANS 0-3-6.dwg ASPHALT RIM 893.6 OF REMAIN HYANT REMOVAL PLAN "=0'-0" ASPHALT " HDPE ASPHALT ASPHALT ASPHALT 5' FH 5' FH 0' ' 6' 0' 0' 40' 9' FH CF " HDPE STONE X 8" PVC CF CF ASPHALT ASPHALT CATCH RIM 89.6 SUMP 884. ASPHALT TRENCH AIN CATCH. RIM 89.97 INVERT 889.96 CF CF CF CF CF SWALE STONE STONE CF CF ASPHALT " HDPE 6" HDPE CULVERT HYANT 0" PVC 0" PVC CF CF CF CF SF SF CONTACT J.U.L.I.E. AT -800-89-03 AND DOUG RENKOSIK OF THE SCHOOL DISTRICT 58 AT (847) 659-66 PRIOR TO DIGGING. CF CF CF CF CF STONE INV E 887.65-0" PVC INV N & S 887.5 - " HDPE AIN TILE INVERT 887.99 " HDPE SWALE REMOVAL NOTES: BASE BID: INV E 893.54-6" AIN TILE INV W 89.7-6" AIN TILE INV N 89.50-0" PVC STONE REMOVE SOD, TOPSOIL, AND SUBSOILS TO NEW SUBGRADE ELEVATIONS. SAWCUT AND REMOVE ASPHALT, BASE AGGREGATE, AND SUBSOILS TO SUBGRADE ELEVATIONS SAWCUT " INTO AND REMOVE " WIDE ASPHALT SAWCUT 8" INTO AND REMOVE 8" WIDE ASPHALT PLACE GEOFABRIC UNDER /CATCH COVER. WHERE HAUL ROUTE MEETS PARKING LOT IN FRONT OF SCHOOL, INSTALL STONE TRACKING PAD, 4' WIDE BY 50' LONG, PRIOR TO CONSTRUCTION. SEE DETAIL 3/. AT PROJECT COMPLETION RESTORE WITH 4" TOPSOIL, SEED, AND EROSION MAT. APPROXIMATE HAUL ROUTE. RESTORE WITH TOPSOIL, SEED, AND EROSION MAT AT PROJECT COMPLETION. REMOVE TREE AND STUMP CONSTRUCTION SEWER NEW SEWER LINE SWALE BUILDING AIN TILE SYSTEM GRADING LIMITS SF SF SILT FENCING CF CF CONSTRUCTION FENCING INSTALL SILT FENCE PRIOR TO CONSTRUCTION (TYPICAL THIS LINE TYPE). REMOVE SILT FENCE AT PROJECT COMPLETION. INSTALL 4'-0" HIGH ORANGE CONSTRUCTION FENCE PRIOR TO CONSTRUCTION (TYPICAL THIS LINE TYPE). REMOVE AT PROJECT COMPLETION. REMOVAL PLAN FOR SCHOOL DISTRICT 58 ASPHALT CONSTRUCTION AWN BY: C OF 5 0/3/06 BID NO. 06-9 30497 06
ASPHALT ASPHALT ASPHALT SEE STRIPING PLAN - DETAIL 4/ FOR PATHWAY STRIPING. STONE X ASPHALT ASPHALT STONE STONE 50'-0" NCB - A REGRADING, 4" TOPSOIL, SEED, AND EROSION MAT AREA ASPHALT SEE STRIPING PLAN - DETAIL 4/ FOR PATHWAY STRIPING. HYANT CONTACT J.U.L.I.E. AT -800-89-03 AND DOUG RENKOSIK OF THE SCHOOL DISTRICT 58 AT (847) 659-66 PRIOR TO DIGGING. STONE INV E 893.54-6" AIN TILE INV W 89.7-6" AIN TILE INV N 89.50-0" PVC STONE CONSTRUCTION SEWER NEW SEWER LINE SWALE BUILDING AIN TILE SYSTEM GRADING LIMITS WITH NEW 4" TOPSOIL, SEED, AND EROSION MAT 06 ASPHALT HYANT ASPHALT CATCH RIM 89.6 SUMP 884. ASPHALT SWALE //06 :6 PM DAN ROEHRDANZ M:\CAD drawings - by lient then number\huntley Community SD 58\30497-06 Leggee Asphalt Playground\06 Leggee playground expand PLANS 0-3-6.dwg RIM 893.6 OF REMAIN NEW CONDITIONS - SITE PLAN "=0'-0" 0' ' 6' 0' 0' 40' CB TRENCH AIN SWALE NMH -B 6" HDPE CULVERT INV E 887.65-0" PVC INV N & S 887.5 - " HDPE AIN TILE INVERT 887.99 SCHOOL DISTRICT 58 ASPHALT CONSTRUCTION NEW CONDITIONS - SITE PLAN FOR AWN BY: 0/3/06 BID NO. 06-9 30497 C3 of 5
//06 :6 PM DAN ROEHRDANZ M:\CAD drawings - by lient then number\huntley Community SD 58\30497-06 Leggee Asphalt Playground\06 Leggee playground expand PLANS 0-3-6.dwg BENCHMARK: CENTER OF STOOP AT DOORS ELEVATION 895.85 ASPHALT 895.85 RIM 893.6 OF REMAIN ASPHALT 895.7 HYANT 890.96 ASPHALT ASPHALT ASPHALT 893.3 NEW CONDITIONS - GRADING AND PLUMBING PLAN "=0'-0" 895.7 894.8 " HDPE 89.7 893.68 89.60 893.7 89.3 893.50 89.56 89.30 89. 895.07 INVERT 6'-0" BELOW RIM 89.5 89.80 89.3 89.85 89.65 89.66 895.86 " HDPE STONE X 895.9 895.50 895.50 8" PVC 895.40 895.5 0' ' 6' 0' 0' 40' ASPHALT ASPHALT CATCH RIM 89.6 SUMP 884. 89.5 894.90 894.93 894.84 893.96 893.9 893.9 89.97 CB 89.6 TRENCH AIN 893.65 895.54 893.75 894.90 ASPHALT 895.58 895.5 893.65 893.00 NEW " PVC SEWER PIPE TRENCH AIN CATCH. RIM 89.97 INVERT 889.96 895.84 894.9 894.35 894.00 CONTRACTOR TO LOCATE EXACT LINE LOCATION PRIOR TO INSTALLING NCB - A 89.00 888.57 SWALE STONE STONE 893.35 89.95 NCB - A 893.4 894.69 894.00 895.39 895.7 894.5 ASPHALT 89.3 893.98 894.00 " HDPE NMH -B 89.39 893.67 893.97 89.60 6" HDPE CULVERT 895.49 895.4 REGRADING, 4" TOPSOIL, SEED, AND EROSION MAT AREA 894.6 894.5 894.09 894.06 890.9 894.3 HYANT 0" PVC 894.0 895.55 0" PVC 89.4 895.63 895.47 895.43 CONTACT J.U.L.I.E. AT -800-89-03 AND DOUG RENKOSIK OF THE SCHOOL DISTRICT 58 AT (847) 659-66 PRIOR TO DIGGING. 895.86 895.49 894.5 895.47 89.94 893. 893.0 89.75 893.4 89.35 894.70 INV E 887.65-0" PVC INV N & S 887.5 - " HDPE AIN TILE INVERT 887.99 894.09 STONE 895.53 895.58 895.55 89. " HDPE 893.33 894.9 894.56 89.63 SWALE 894.38 INV E 893.54-6" AIN TILE INV W 89.7-6" AIN TILE INV N 89.50-0" PVC STONE 894.50 89.95 894.80 NEW CATCH AND SCHEDULE: NEW CATCH A (NCB - A) RIM 893.00 INV SW - " PVC 888.00 SUMP 885.80 NEW B (NMH - B) RIM 893.0 INV E - " PVC 887.0 INV N AND S - " HDPE 886.70 +/- SUMP 885.00 CONSTRUCTION SEWER 894.50 894.0 NEW SEWER LINE SWALE BUILDING AIN TILE SYSTEM GRADING LIMITS WITH NEW 4" TOPSOIL, SEED, AND EROSION MAT SPOT ELEVATION NEW SPOT ELEVATION - TOP OF NEW AND/OR FINISHED GRADE NEW CONDITIONS - GRADING AND PLUMBING PLAN FOR SCHOOL DISTRICT 58 ASPHALT CONSTRUCTION AWN BY: C4 OF 5 0/3/06 BID NO. 06-9 30497 06
-/" ASPHALT. I-DOT, 9.5MM, N-50 SUPERPAVE MIXTURE WITH THE FOLLOWING ADDITIONAL REQUIREMENTS. ASPHALT CEMENT BINDER SHALL BE PG58-8. RECYCLED ASPHALT (RAP AND/OR FRAP) SHALL BE 30 PERCENT MAXIMUM OF THE AGGREGATE BLEND. ASPHALT BINDER REPLACEMENT SHALL BE 30% MAXIMUM. MIX SHALL NOT CONTAIN RECYCLED ASPHALT SHINGLES (RAS). NO RAS ALLOWED IN THE MIX. -/4" ASPHALT I-DOT, 9MM, N-50 SUPERPAVE MIXTURE WITH THE FOLLOWING ADDITIONAL REQUIREMENTS. ASPHALT CEMENT BINDER SHALL BE PG58-8. RECYCLED ASPHALT (RAP AND/OR FRAP) SHALL BE 30 PERCENT MAXIMUM OF THE AGGREGATE BLEND. ASPHALT BINDER REPLACEMENT SHALL BE 30% MAXIMUM. MIX SHALL NOT CONTAIN RECYCLED ASPHALT SHINGLES (RAS). NO RAS ALLOWED IN THE MIX. 36" NOTES: ) SEE GRADING AND PLUMBING PLAN FOR RIM, INVERT, AND SUMP ELEVATIONS. ) SEE GRADING AND PLUMBING PLAN SIZES AND LOCATIONS OF NEW SEWER PIPES 3) PROVIDE SOLID COVER FOR S NEW AIN TILE BLEEDER LINE AT SUBGRADE ELEVATION. AINTILE TO RUN AROUND PERIMETER OF CATCH. NEENAH R-50 FRAME WITH TYPE-D BICYCLE SAFE GRATE FOR CATCH S (OR EQUAL BICYCLE SAFE ROUND FRAME AND GRATE). PROVIDE SOLID COVER FOR S. NEW CONCRETE RISER RINGS ( MINIMUM). MORTAR RINGS IN PLACE. PRECAST, REINFORCED CONCRETE CATCH NOTES:. INSTALL TRACKING PAD PRIOR TO ANY CONSTRUCTION TRAFFIC LEAVING THE SITE.. SURFACE MUST BE PREVENTED FROM PASSING THROUGH THE TRACKING PAD. FLOWS SHALL BE DIVERTED AWAY FROM OR CONVEYED UNDER TRACKING PAD VIA SWALES, CULVERTS, ETC. 3. ROCKS LODGED BETWEEN THE TIRES OF DUAL WHEEL VEHICLES SHALL BE REMOVED PRIOR TO LEAVING THE SITE. CONSTRUCTION SITE STONE TRACKING PAD, 4'-0" WIDE MINIMUM (FULL WIH OF EGRESS POINT), AGGREGATE SHALL BE 3" TO 6" CLEAR OR WASHED STONE (NO FINES). ALL MATERIAL TO BE RETAINED ON A 3" SIEVE. SOIL SEPARATION FABRIC 06 " BASE AGGREGATE (I-DOT, CA-6 GRADATION) SOIL SEPARATION FABRIC STEPS 6" ON CENTER NEW OR SEWER PIPE SUBGRADE SOIL SUMP ELEVATION 8" REINFORCED, MONOLITHIC BASE 48" MINIMUM CONSTRUCTION DETAIL DIAMETER CATCH AND DETAIL 3 STONE TRACKING PAD DETAIL CENTER OF STOOP AT DOORS ASPHALT ASPHALT ASPHALT PATHWAY STRIPING X STONE ASPHALT ASPHALT STONE STONE FOUR "T" LINES EACH A DIFFERENT COLOR (YELLOW, GREEN, BLUE, AND RED) TO MATCH. VERIFY LOCATIONS AND DIMENSIONS WITH SCHOOL PRIOR TO STRIPING. FOUR "T" LINES EACH A DIFFERENT COLOR (YELLOW, GREEN, BLUE, AND RED) TO MATCH. VERIFY LOCATIONS AND DIMENSIONS WITH SCHOOL PRIOR TO STRIPING. PATHWAY STRIPING HYANT STONE INV E 893.54-6" AIN TILE INV W 89.7-6" AIN TILE INV N 89.50-0" PVC STONE SCHOOL DISTRICT 58 ASPHALT CONSTRUCTION DETAILS DAN ROEHRDANZ //06 : PM 4 CATCH STRIPING DETAIL " = 0'-0" 0' ' 6' 0' 0' 40' AWN BY: 0/3/06 BID NO. 06-9 30497 OF 5