FINAL ENGINEERING FOR 11 W. HOME AVE. VILLA PARK, IL LOCATION MAPS VICINITY SITE LOCATION SUMMARY OF QUANTITIES 67 FT. 32 FT. 92 SQ.-FT.
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1 FINAL FOR W. HOME AVE., IL 608 LEGEND DESCRIPTION SANITARY SEWER STORM SEWER PROPOSED COMBINED SEWER WATERMAIN GAS TELEPHONE ELECTRIC OVER HEAD WIRE CURB FENCE STORM CATCHBASIN OR MANHOLE, OPEN LID STRUCTURE SANITARY MANHOLE OR STORM MANHOLE INLET & FLARED END SECTION SEWER CLEANOUT FIRE HYDRANT & VALVE VAULT SIAMESE CONNECTION & BBOX WATER METER VAULT LIGHTS UTILITY POLE & GUY ANCHOR DRAINAGE ARROWS ELEVATIONS TOP OF CURB EDGE OF PAVEMENT TOP OF CURB TOP OF DEPRESSED CURB EDGE OF PAVEMENT OVERLAND OVERFLOW SOIL BORINGS N/A BX TRAFFIC SIGN TRAFFIC ARROW PARKING STALL COUNT SITE LOCATION REGIONAL LOCATION MAPS N.T.S. SITE LOCATION VICINITY N.T.S. INDEX OF SHEETS No. REV. # T TITLE SHEET DEMO DEMOLITION PLAN E COUNTERPOISE PLAN E. DETAIL REFERENCE PLAN E DETAILS E DETAILS E4 DETAILS E5 E6 E7 DETAILS GPR CALCULATION SPECIFICATIONS C SITE PLAN C SITE DETAILS EC EROSION CONTROL PLAN CONSULTANT TEAM 06/09/6 ISSUED FOR REVIEW KSB 06/0/6 VILLAGE REVIEW # JLR 6/4/6 ISSUED FOR BIDDING AND CONSTRUCTION CONCRETE WETLAND MAIL BOX TRAFFIC SIGNAL BOX RECORD/DEED (50.00') TRAFFIC SIGNAL POINT OF COMMENCEMENT P.O.C. TELEPHONE BOX POINT OF BEGINNING P.O.B. ARC FOUND IRON PIPE A RADIUS R SET IRON PIPE CHORD BEARING CHDBRG FOUND IRON ROD POINT OF CURVATURE P/C SET IRON ROD POINT OF TANGENCY P/T FOUND CUT CROSS TOP OF FOUNDATION T/F SET CUT CROSS FINISHED FLOOR F/F FOUND P.K. NAIL TOP OF CURB T/C SET P.K. NAIL BACK OF CURB BOC FOUND CONCRETE MONUMENT FACE OF CURB FOC SET CONCRETE MONUMENT EDGE OF PAVEMENT EOP PROPERTY LINE PL ALL DIMENSIONS, COORDINATES, AND PROPOSED GRADES ARE REFERENCED TO THE EDGE OF PAVEMENT UNLESS OTHERWISE INDICATED. OPEN SYMBOLS AND DASHED LINES INDICATE CONDITIONS CIVIL ENGINEER: ELECTRICAL ENGINEER: TERRA GROUP, LTD. 600 BUSSE HIGHWAY PARK RIDGE, IL TOM ZIMMERMANN tzimm@terraltd.com CHRISTOPHER ENGINEERS P.O. BOX 7 OAK PARK, IL 600 CHRIS, P.E CDowse5604@aol.com W. HOME AVE., IL 608 SUMMARY OF QUANTITIES ITEM QUANTITY OPERATES 4 HOURS A DAY 65 DAYS A YEAR FENCE REMOVAL FENCE REPLACEMENT SPILL PAD REMOVAL 67 FT. FT. 9 SQ.FT. 06/09/6 454 SITE BENCHMARK: NORTHWEST CORNER FLANGE BOLT OF HYDRANT LOCATED JUST NORTH OF WATER TOWER ELEVATION = (ASSUMED) SPILL PAD CONCRETE SOIL EXCAVATION 46 CU.FT.,00 CU.FT. TITLE SHEET ILLINOIS ONE CALL SYSTEM CALL JULIE TOLL FREE (800) HOURS BEFORE YOU DIG T
2 W HOME AVE. 0' SCALE " = PARKING SPACES 6' HIGH CHAIN LINK FENCE 0 5' 0' 0' CATCH BASIN ELEVATED " DIA. PVC (ON TOP OF GRADE) REMOVAL OF 8"± SURFACE TOPSOIL & SOIL FOR 0'x5' GROUND MAT. (SEE PAGE E) CONCRETE SPILL PAD TO BE REMOVED 6" DIA. OVERFLOW 9.04'.7' ASPHALT BENCHMARK: NORTHWEST CORNER FLANGE BOLT OF HYDRANT, ELEVATION = (ASSUMED) FIRE HYDRANT 4' MAN GATE TO REMAIN CHAINLINK FENCE AND GATE TO BE REMOVED, 79.0 L.F. 06/09/6 ISSUED FOR REVIEW VILLAGE REVIEW # 06/0/6 KSB WATER LINE EARTH BERM LINE 0' WATER TOWER 8' HIGH CHAIN LINK (BARB TOP) FENCE COMPOUND FOR EQUIPMENT W. HOME AVE., IL 608 OPERATES 4 HOURS A DAY 65 DAYS A YEAR ASPHALT DEMOLITION PLAN 06/09/6 454 ILLINOIS ONE CALL SYSTEM CALL JULIE TOLL FREE (800) HOURS BEFORE YOU DIG SITE PLAN SCALE: " = 0' DEMO
3 SCALE " = 0' PUMP HOUSE EXHAUST FAN FIRE HYDRANT 0 0' 0' 40' COUNTERPOISE #4/0 ~~ 0'x5' 5'x5' MESH 8" MIN B.G. PARKING SPACES " x 4" PRINT IS THE FULL SCALE FORMAT. ANY SIZE OTHER THAN THAT IS AT REDUCED SCALE. P.O. Box 7 Oak Park, IL 600 Call: (708) CHAIN LINK FENCE OVERHEAD ELECTRICAL LINE UNDERGROUND " GRASS COVERAGE EARTH BERM TEST WELL RECTIFIER XFMR GND ROD TYP. UGE UGE 4/0 COER GROUND LOOP AROUND TANK 0' WATER TOWER MGB UGE UGE MGB MGB UGE UGE UGE MGB MGB FENCE COMPOUND FOR EQUIPMENT NOTE TO CONTRACTORS BIDDING TO THE : CONTRACTOR TO SULY SPOOLED CONDUCTORS ABOVE GRADE AT THE LOCATION OF WIRELESS/TELECOM S GROUND BARS CONNECTION TO WIRELESS/TELCOM S GROUND BARS AND EQUIPMENT WILL BE BY EACH INDIVIDUAL AND THAT WORK IS NOT PART OF THIS CONTACT ASPHALT OPERATES 4 HOURS A DAY 65 DAYS A YEAR ISSUED FOR REVIEW 5//6 W. HOME AVE, IL 608 OWNER 6//6 ISSUED FOR BIDDING AND CONSTRUCTION 6/4/6 COUNTERPOISE PLAN 06/09/6 454 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE GREAT WESTERN TRAIL LOCATION PLAN SCALE: 8"='0" ILLINOIS ONE CALL SYSTEM CALL JULIE TOLL FREE (800) HOURS BEFORE YOU DIG E
4 ISSUED FOR REVIEW 5//6 W. HOME AVE, IL 608 DETAIL REFERENCE PLAN P.O. Box 7 Oak Park, IL 600 Call: (708) OWNER 6//6 ISSUED FOR BIDDING AND CONSTRUCTION 6/4/6 SCALE " = 0' E 4 E 4 E4 E5 E5 E5 E4 E5 E5 E5 E5 E4 E4 E5 E E. 06/09/6 454 UGE UGE TW E E TYP. E E 4 E E4 E4 E4 E4 E5 E5 UGE E5 E E E 4 UGE UGE UGE UGE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE LOCATION PLAN SCALE: 8"='0" ASPHALT 0 0' 0' 40' " x 4" PRINT IS THE FULL SCALE FORMAT. ANY SIZE OTHER THAN THAT IS AT REDUCED SCALE. OPERATES 4 HOURS A DAY 65 DAYS A YEAR ILLINOIS ONE CALL SYSTEM CALL JULIE TOLL FREE (800) HOURS BEFORE YOU DIG
5 COER LIGHTNING PROTECTION OR CONDUCTOR NO. 05 GROUND ROD CLAMP NO. 0U, UNIVERSAL GROUND ROD CLAMP COER LIGHTNING PROTECTION OR CONDUCTOR COER, COER CLAD OR STAINLESS STEEL GROUND ROD COER, COER CLAD OR STAINLESS STEEL GROUND ROD P.O. Box 7 Oak Park, IL 600 Call: (708) E 0 00 STYLE GROUND ROD DETAIL GAW90 TEST WELL HARGER LIGHTNING & HARGER GROUND E 0 05 STYLE GROUND ROD DETAIL HARGER LIGHTNING & CPC APC /.5 STYLE PIPE CLAMP ISSUED FOR REVIEW 5//6 OWNER 6//6 ISSUED FOR BIDDING AND CONSTRUCTION 6/4/6 NO. 05 GROUND ROD CLAMP COER LIGHTNING PROTECTION OR CONDUCTOR COER, COER CLAD OR STAINLESS STEEL GROUND ROD CPC APC STYLE PIPE CLAMP UPC STYLE PIPE CLAMP W. HOME AVE, IL /09/6 454 E 0 05 GAW90 GROUND ROD DETAIL HARGER LIGHTNING & E 4 0 CPC APC UPC STYLE PIPE CLAMPS HARGER LIGHTNING & DETAILS E
6 NO. GBIT444MT, /4" x 4" x 4" SOLID COER GROUND BAR WITH INSULATORS AND BRACKETS, AND WITH TWO 5'0" NO. T, # AWG TIN COATED COER GROUND CONDUCTORS NO. GBI44C, /4" X 4" X " GROUND BUS BAR WITH "C" HOLE PATTERN EXOTHERMIC WELD CONNECTION #AWG SOLID TINNED CU X 5FT LONG P.O. Box 7 Oak Park, IL 600 Call: (708) E NO. GBIT444MT GROUND BAR DETAIL 0 HARGER LIGHTNING & E 0 NO. GBI44C GROUND BAR DETAIL HARGER LIGHTNING & NOTE: DO NOT CONNECT WIRE DIRECTLY TO ANCHOR BOLT OR NUT ULTRAWELD NO. HDSA CONNECTION WITH NO. NUWTUBE45 WELD METAL. " PVC CONDUIT TO EXTEND 6" BELOW GRADE (TYP.) ISSUED FOR REVIEW 5//6 OWNER 6//6 ISSUED FOR BIDDING AND CONSTRUCTION 6/4/6 NO. T, SOFTDRAWN TINNED SOLID COER CONDUCTOR, RUN A MIN. OF 6" BELOW FROST LINE TO COMMUNICATIONS GROUND ULTRAWELD NO. PTSSB CONNECTION WITH NO. NUWTUBE65 WELD METAL. W. HOME AVE, IL 608 NO. 580, 5/8" DIA. X 0'0" COER CLAD GROUND ROD WITH ULTRAWELD NO. GO58SB CONNECTION AND NO. NUWTUBE90 WELD METAL 06/09/6 E 0 WATER TOWER DETAIL HARGER LIGHTNING & DETAILS E
7 P.O. Box 7 Oak Park, IL 600 Call: (708) E4 E4 ISSUED FOR REVIEW 5//6 OWNER 6//6 ISSUED FOR BIDDING AND CONSTRUCTION 6/4/6 E4 4 E4 5 E4 6 W. HOME AVE, IL 608 E4 7 06/09/6 454 TYPICAL WIRELESS COMMUNICATION SITE EXTERIOR DETAILS DETAILS 0 HARGER LIGHTNING & E4
8 NO. FGC, FENCE CLAMP NO. HD STYLE ULTRAWELD CONNECTION GM STYLE PREFABRICATED COER GROUND MESH PT STYLE ULTRAWELD CONNECTION XGP.5/.54/0 EQUIPMENT GROUND PLATE BS STYLE ULTRAWELD CONNECTION NO. VU STYLE ULTRAWELD CONNECTION COER LIGHTNING PROTECTION OR CONDUCTOR NO. GJX STYLE GATE JUMPER WITH VA STYLE ULTRAWELD CONNECTION CONNECT GROUND CONDUCTOR TO POST WITH VA STYLE ULTRAWELD CONNECTION P.O. Box 7 Oak Park, IL 600 Call: (708) COER GROUND WIRE E5 0 WIRE TO GROUND MAT DETAIL HARGER LIGHTNING & E5 0 NO. GB844.5TI, /8"x4"x4.5", COER GROUND BAR XGP INUSE DETAIL HARGER LIGHTNING & CONNECT FENCE BONDING CONDUCTOR TO GROUND CONDUCTOR WITH PT STYLE ULTRAWELD CONNECTION E5 0 TYPICAL FENCE & GATE BONDING DETAIL HARGER LIGHTNING & ISSUED FOR REVIEW 5//6 OWNER 6//6 ISSUED FOR BIDDING AND CONSTRUCTION 6/4/6 W. HOME AVE, IL /09/6 454 DETAILS E5
9 P.O. Box 7 Oak Park, IL 600 Call: (708) ISSUED FOR REVIEW 5//6 OWNER 6//6 ISSUED FOR BIDDING AND CONSTRUCTION 6/4/6 W. HOME AVE, IL /09/6 454 GPR CALCULATION E6
10 P.O. Box 7 Oak Park, IL 600 Call: (708) SCHEDULE OF MATERIALS. 000 L.F. #4/0 AWG Cu HARD DRAWN. (4) 5/8"DIA x 0' LG. Cu GROUND RODS (SEE DRAWING E FOR PART NUMBERS). (4) TOWER LEG GROUNDS (SEE DRAWING E FOR PART NUMBERS) 4. () TEST WELL (SEE DRAWING E FOR PART NUMBERS) 5. () PIPE CLAMP GROUNDS (SEE DRAWING E FOR PART NUMBERS) 6. (7) FENCE AND GATE BONDINGS (SEE DRAWING E5 FOR PART NUMBERS) 7. (4) GROUND BARS (SEE DRAWING E FOR PART NUMBERS) 8. (0) WIRE TO GROUND MAT CONNECTORS (SEE DRAWING E5 FOR PART NUMBERS) ISSUED FOR REVIEW 5//6 OWNER 6//6 ISSUED FOR BIDDING AND CONSTRUCTION 6/4/6 W. HOME AVE, IL /09/6 454 SPECIFICATIONS E7
11 W HOME AVE. 0' SCALE " = PARKING SPACES 6' HIGH CHAIN LINK FENCE 0 5' 0' 0' CATCH BASIN ELEVATED " DIA. PVC (ON TOP OF GRADE) PROPOSED 6'x7' CONCRETE SPILL PAD 6" DIA. OVERFLOW %.00% 6' 7' 99.5 ASPHALT BENCHMARK: NORTHWEST CORNER FLANGE BOLT OF HYDRANT, ELEVATION = (ASSUMED) FIRE HYDRANT 4' MAN GATE TO REMAIN PROPOSED 6' CHAINLINK FENCE TO MATCH, ± L.F. 06/09/6 ISSUED FOR REVIEW VILLAGE REVIEW # 06/0/6 KSB WATER LINE EARTH BERM LINE 0' WATER TOWER 8' HIGH CHAIN LINK (BARB TOP) FENCE COMPOUND FOR EQUIPMENT W. HOME AVE., IL 608 OPERATES 4 HOURS A DAY 65 DAYS A YEAR ASPHALT 06/09/6 454 SITE GRADING PLAN ILLINOIS ONE CALL SYSTEM CALL JULIE TOLL FREE (800) HOURS BEFORE YOU DIG SITE GRADING PLAN SCALE: " = 0' C
12 06/09/6 /4" TOP RAIL SCH. 40 PIPE (5/8" O.D.) " SCH. 40 PIPE (/8" O.D.) INTERMEDIATE POST 6" 5' 6" ISSUED FOR REVIEW KSB 06/0/6 VILLAGE REVIEW # T /4" CENTER RAIL SCH. 40 PIPE (5/8" O.D.) #9 GA. "x" FENCE WIRE FABRIC /4" BOTTOM RAIL SCH. 40 PIPE (5/8" O.D.) 7'0" (OR MATCH ) " W. HOME AVE., IL 608 OPERATES 4 HOURS A DAY 65 DAYS A YEAR '6" Ø CASTINPLACE 000 PSI CONCRETE FOUNDATION FOR CORNER AND GATE POST (TYP.) 0' MAX 6" 4'0" /" MAX '0" Ø. MINIMUM 5" P.C. CONCRETE 4" CA6 AGGREGATE BASE COURSE (GRADE 8 OR 9). COMPACTED SUBGRADE 06/09/6 454 SITE DETAILS ILLINOIS ONE CALL SYSTEM CALL JULIE TOLL FREE (800) HOURS BEFORE YOU DIG FENCE POST DETAILS N.T.S. CONCRETE SPILL PAD SECTION (FRONT VIEW) N.T.S. C
13 W HOME AVE. 0' EROSION CONTROL NOTES:. SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER TO MINIMIZE EROSION. AREAS OF THE DEVELOPMENT SITE THAT ARE NOT GRADED SHALL BE PROTECTED FROM CONSTRUCTION TRAFFIC OR OTHER DISTURBANCE UNTIL FINAL SEEDING IS PERFORMED.. PROPERTIES AND CHANNELS ADJOINING THE DEVELOPMENT SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. PARKING SPACES 6' HIGH CHAIN LINK FENCE SCALE " =. SOIL EROSION AND SEDIMENT CONTROL FEATURES SHALL BE CONSTRUCTED PRIOR TO THE COMMENCEMENT OF HYDROLOGIC DISTURBANCE OF UPLAND AREAS. 0 5' 0' 0' 4. DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT MEASURES WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE END OF ACTIVE HYDROLOGIC DISTURBANCE. 5. IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE SHALL BE PROTECTED FROM EROSION. DISCHARGES SHALL BE ROUTED THROUGH AN EFFECTIVE SEDIMENT CONTROL MEASURE. (E.G., SEDIMENT TRAP, SEDIMENT BASIN, OR OTHER AROPRIATE MEASURES). INLET PROTECTION TO BE PLACED IN CATCH BASIN, TYP. OF. SEE DETAIL, THIS PAGE. 6. ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN THIRTY (0) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAED SEDIMENT AND OTHER DISTURBED SOIL AREAS SHALL BE PERMANENTLY STABILIZED. 7. SOIL STOCKPILES SHALL NOT BE LOCATED IN A FLOODPRONE AREA OR DESIGNATED BUFFER OF SURFACE WATERS. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE RECEPTACLES FOR THE DEPOSITION OF ALL CONSTRUCTION MATERIAL DEBRIS GENERATED DURING THE DEVELOPMENT PROCESS. THE CONTRACTOR SHALL NOT CAUSE OR PERMIT THE DUMPING, DEPOSITING, DROING, THROWING, DISCARDING OR LEAVING OF CONSTRUCTION MATERIAL DEBRIS UPON OR ONTO ANY DEVELOPMENT SITE, CHANNEL, OR SURFACE WATERS. THE CONTRACTOR SHALL MAINTAIN THE DEVELOPMENT SITE FREE OF CONSTRUCTION MATERIAL DEBRIS. 9. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN AN EFFECTIVE WORKING CONDITION. LIFT HANDLES PLY REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC GAUGE STEEL SUSPENSION SYSTEM " STANDARD BAG DEPTH ELEVATED " DIA. PVC (ON TOP OF GRADE) PROPOSED 6'x7' CONCRETE SPILL PAD 6" DIA. OVERFLOW EARTH BERM LINE 0' WATER TOWER.00%.00% 99.5 ASPHALT 4' MAN GATE TO REMAIN STAGING AND STOCKPILE AREA CHAINLINK FENCE AND GATE TO BE REMOVED, 79.0 L.F. PROPOSED CHAINLINK FENCE TO MATCH,.79 L.F. 8' HIGH CHAIN LINK (BARB TOP) FENCE COMPOUND FOR EQUIPMENT KSB 06/09/6 06/0/6 ISSUED FOR REVIEW VILLAGE REVIEW # FLEXSTORM INLET FILTERS 47 W. TH ST NAPERVILLE, IL (866) PH FILTER BASKET CAST IRON FRAME WITH OPEN LID NOTE: OPENING DIMENSION VARY, AS NEEDED TO FIT STRUCTURE PAVEMENT INLET/CATCH BASIN STRUCTURE ASPHALT W. HOME AVE., IL 608 EROSION CONTROL PLAN 06/09/6 454 INLET PROTECTION EROSION CONTROL PLAN SCALE: " = 0' EC
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