ADVANCED WARNING SYSTEM FOR SHARED USE CROSSING ON EAST RDICA AVENUE FOR THE LOCATION MAP STANDARD SYMBOLS FEATURE EISTING PROPOSED BENCHMARK BM/TBM SHEET INDE. BM/TBM TITLE SHEET CONCRETE R.O.W. MONUMENT 2. TRAIL CROSSING R.O.W. LINE STORM SEWER 3. TRAIL CROSSING - DETAIL STORM SEWER MANHOLE CATCH BASIN INLET C.O.. DETAILS C.O. CLEAN OUT PROJECT LOCATION SANITARY SEWER SANITARY FORCEMAIN NILES, ILLIIS COMBINED SEWER SANITARY SEWER MANHOLE WATER VAULT VALVE BO WATERMAIN W W FIRE HYDRANT MANHOLE VALVE G T MAIN G TELEPHONE LINES T BO MANHOLE ELEC. SPEED LIMIT 30 MPH ELECTRIC LINES E ADT 5,700 E ELEC. ELECTRIC MANHOLE UTILITY POLE SIGN LIGHT STANDARD FENCE COORDINATING/PERMITTING AGENCIES: TREE Village of Niles SHRUB 857 x 85.7 CONTOUR LINE SPOT GRADE Engineering Department 87-588-7900 Forest Preserve District of Cook County (FPDCC) 708-77-80 857 x 857. HEADWALL FLARED END SECTION UTILITY AGENCIES: CULVERT SWALE Commonwealth Edison Co. 87-29-3337 TCI Northern Illinois 87-625-9 Ameritech 87-506-876 North Shore Gas Co. 87-263-670 PROPERTY PIN STORM SEWER HIGHWAY STANDARDS SANITARY SEWER 200-07 60600-05 70006-05 WATER MAIN TOP EISTING UTILITIES: WHEN THE PLANS OR SPECIAL PROVISIONS INCLUDE INFORMATION PERTAINING TO THE LOCATION UNDERGROUND UTILITY FACILITIES, SUCH INFORMATION REPRESENTS ONLY THE OPINION THE ENGINEER AS TO THE LOCATION SUCH UTILITIES AND IS ONLY INCLUDED FOR THE CONVENIENCE THE BIDDER. THE ENGINEER AND OWNER ASSUME 700-0 700-0 J.U.L.I.E JOINT UTILITY LOCATION INFORMATION FOR ECAVATION CALL 8 R Know what sbelow. RESPONSIBILITY WHATEVER IN RESPECT TO THE SUFFICIENCY OR ACCURACY 7030-0 70606-09 7080-05 7090-03 TC-3 TOPOGRAPHIC SURVEY BY: PERPENDICULAR CURB RAMPS FOR S CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER F-RD OPERATIONS, 2L, 2W, 5 (.5 m) TO 2" (600 mm) FROM PAVEMENT EDGE F-RD MOVING OPERATIONS 2L, 2W, DAY ONLY F-RD OPERATIONS, MULTILANE 5 (.5 m) TO 2" (600 mm) FROM PAVEMENT EDGE LANE CLOSURE, 2L, 2W SHORT TIME OPERATIONS URBAN LANE CLOSURE MULTILANE, 2W WITH MOUNTABLE MEDIAN, CORNER OR CROSSWALK CLOSURE TRAFFIC CONTROL DEVICES DISTRICT ONE TYPICAL PAVEMENT MARKING Gewalt Hamilton Associates, Inc. 850 Forest Edge Drive Vernon Hills, Illinois 6006 Telephone: 87-78-9700 SIGNED: DANIEL P. BRINKMAN, EP. /30/207 Call before you dig. THE INFORMATION SHOWN ON THE PLANS RELATIVE TO THE LOCATION UNDERGROUND UTILITY FACILITIES OR THE MANNER IN WHICH THEY ARE TO BE REMOVED OR ADJUSTED. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO DATE: 5/2/206 DETERMINE THE ACTUAL LOCATION ALL SUCH FACILITIES. HE SHALL ALSO OBTAIN FROM THE RESPECTIVE UTILITY COMPANIES, DETAILED INFORMATION RELATIVE TO THE LOCATION THEIR FACILITIES AND THE WORKING SCHEDULES THE UTILITY COMPANIES FOR REMOVING OR ADJUSTING THEM. TE: CONSTRUCTION MEANS, METHODS AND JOB CONTRACTOR IS RESPONSIBLE FOR CONTACTING J.U.L.I.E. AT -800-892-023 SITE SAFETY IS THE SOLE AND ECLUSIVE AND MUST ACQUIRE A DIG NUMBER A MINIMUM 72 HOURS PRIOR TO ANY RESPONSIBILITY THE CONTRACTOR ISSUED FOR BID WORK BEING DONE. TITLE SHEET DRAWN BY: 625 Forest Edge Drive TEL 87.78.9700 Vernon Hills, IL. 6006 FA 87.78.970 DATE: /2/5 5/2/6. BY DATE REVISION. BY DATE REVISION DATE: /2/5 GHA PROJECT 365.230 N.T.S.
N RDICA AVE RESIDENTIAL RESIDENTIAL PROP. R- EIST. TRAIL PAVEMENT REMOVAL = 5 SQ YD PROP. R5-3 RRFB WITH PUSH BUTTON ACTIVATOR (SEE SHEET FOR DETAILS) PROP. D- PROP. M6- AHEAD ADVANCE WARNING PROP. W-5 PROP. W6-9p ASPHALT EIST. R.O.W. 00 00 BM ADA EISTING CURB & GUTTER REMOVAL = 00 COMB. CURB & GUTTER REMOVAL = 35 FT PROP. R-6a SQ FT (SEE SHEET 3) ASPHALT HOWARD ST PAVEMENT MARKING REMOVAL COMB. CURB & GUTTER REMOVAL = 32 FT REMOVAL EISTING 00 00 = 0 SQ FT = 60 SQ FT CURB & GUTTER CP205 EIST. R.O.W. ADA FSW CP FSW ADVANCE WARNING PROP. D- RRFB WITH PUSH BUTTON ACTIVATOR (SEE SHEET FOR DETAILS) EIST. TRAIL PROP. R- CP6/BM PROP. W-5 PROP. W6-9p PROP. M6- PROP. R5-3 STEPS PAVEMENT REMOVAL = SQ YD EISTING BUILDING AHEAD SEE TRAIL CROSSING DETAIL CONSTRUCTION TE: LANDSCAPE (SHEET 3) THE VILLAGE NILES PUBLIC WORKS WALL DEPARTMENT SHALL REMOVE ANY OLD OR CONFLICTING SIGNS AND POSTS. RETAINING WALL 20 0 20 0 " = 20-0" TRAIL CROSSING DRAWN BY: GHA PROJECT DATE: /2/5 365.230 2 625 Forest Edge Drive Vernon Hills, IL. 6006 T EL 87.78.9700 FA 87.78.970 5/2/6 DATE: /2/5 "=20
EIST. " HOT-MI ASPHALT SURFACE AGGREGATE SHOULDER, TYPE B, " = 3 SQ YD 66.60 IN 5 TRANSITION EIST. COURSE, MI "D" N50 (2 LTS) = TN RRFB (SEE SHEET FOR DETAILS) EIST. 66.08.7% 65.56 65.38 65.2 65.30 65.26 3.0% 65.70 65.62 66.2 EIST. R.O.W. EIST. EISTING DRAINAGE STRUCTURE VALVE BO TO BE ADJUSTED 66.00 65.50 65.8 65. FRAME AND GRATE TO BE ADJUSTED PCC 5" = 230 SQ FT DETECTABLE WARNING = 20 SQ FT COMB. C&G TYPE LANDING AREA, B-6.8 = 35 FT 2% MA IN ANY DIRECTION IN-STREET PEDESTRIAN CROSSING - PROP. R-6a (2) (SEE TE ) THERMOPLASTIC PAVEMENT MARKING - LINE = 2" WHITE @ 5, 3 C-C = 50 FT SEE DETAIL TC-3 RESTORATION WORK AREA. 0 THERMOPLASTIC PAVEMENT MARKING - LINE = 6" WHITE, 0 C-C = 92 FT SEE DETAIL TC-3 RESTORATION THE TRAFFIC SIGNAL WORK AREA SHALL BE INCIDENTAL TO THE RELATED PAY ITEMS SUCH AS FOUNDATION, CONDUIT, HANDHOLE, TRENCH AND BACKFILL, ETC., AND ETRA COMPENSATION COMB. C&G TYPE B-6.8 = 32 FT SHALL BE ALLOWED. ALL ROADWAY SURFACES SUCH AS SHOULDERS, MEDIANS, S, PAVEMENT, ETC. SHALL BE REPLACED IN KIND. ALL DAMAGE TO MOWED LAWNS SHALL BE REPLACED WITH AN APPROVED SOD, AND ALL DAMAGE TO UNMOWED FIELDS SHALL BE SEEDED IN ACCORDANCE WITH STANDARD SPECICATIONS 252 AND 250 DETECTABLE WARNING = 20 SQ FT EISTING PCC 5" = 70 SQ FT RESPECTIVELY. DRAINAGE STRUCTURE 66.03 65.53 65.52 65.8 65.37 65.33 65.68 65.8 CONSTRUCTION TE: EIST. R.O.W. EIST. 66.0 RRFB (SEE SHEET FOR DETAILS).3% 65.73 65.58 EIST. TRANSITION.3% IN 5 65.3 65.58 EIST..0% 65.75 = 3 TN AGGREGATE SHOULDER, TYPE B, " = SQ YD " HOT-MI ASPHALT SURFACE COURSE, MI "D" N50 (2 LTS) EIST. 2 THE CONTRACTOR SHALL PROVIDE THE PORTABLE RUBBER BASE TO MOUNT THE R-6a (2) SIGNS ON. THE BASE SHALL BE APPROVED BY THE VILLAGE NILES AND SHALL BE CONSIDERED INCDIENTAL TO THE COST THE SIGN PANEL - TYPE. ALL UTILITY FACILITY INFORMATION SHOWN IS THE OPINION THE VILLAGE NILES AND IS SHOWN FOR THE CONVENIENCE THE CONTRACTOR. = INLET FILTER 5 0 5 0 " = 5 TRAIL CROSSING DETAIL DRAWN BY: GHA PROJECT DATE: /2/5 365.230 3 625 Forest Edge Drive Vernon Hills, IL. 6006 T EL 87.78.9700 FA 87.78.970 5/2/6 DATE: /2/5 "=5
AHEAD STATE LAW W6-9P 30"8" D- 2"8" W-5 36"36" W6-7P 30"8" M6-2"9" R- 2"2" R5-3 2"2" WITHIN CROSSWALK R-6a 2"36" SIGN LEGEND SOLAR PANEL AFFIED TO ALUMINUM PLATE AND BRACKET, ADJUSTABLE AT ANGLE 5 TO 60 VERTICALLY AND 360 ROTATEABLE TO FACILITATE ADJUSTMENT FOR MAIMUM SOLAR COLLECTION AND OPTIMAL BATTERY STRENGTH. (T NEEDED WITH ETERNAL POWER SOURCE.) MIN. PER MUTCD 38" CONTROL BO AND BATTERY CABINET TYPICAL EQUIPMENT ATTACHMENT BRACKET. ALL EQUIPMENT SHALL BE ATTACHED TO THE SIGNAL POLE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND LCDOT STANDARDS. 2 -" 2 COMBINED BICYCLE/PEDESTRIAN CROSSING SIGNS INSTALLED BACK TO BACK TO BE VISIBLE FROM BOTH DIRECTIONS, SHALL BE MUTCD W-2 (36"x36") FYG 2" 2 RECTANGULAR RAPID FLASHING BEACON (RRFB) 2" MOUNTED BACK TO BACK WITH AIMABLE LED ARRAYS 5-7 /2 " 3-8" (2 FRONT, 2 BACK AND FAR SIDE PED. INDICATOR) 2 ARROW SIGNS INSTALLED BACK TO BACK TO BE VISIBLE FROM BOTH DIRECTIONS, SHALL BE MUTCD W6-7P (2"x2") FYG PUSH BUTTON SIGN, SHALL BE 7-3 /2 " MUTCD R0-25 (9"x2") ADA COMPLIANT PUSHBUTTON TRAFFIC SIGNAL POST FOUNDATION IN ACCORDANCE WITH POST MANUFACTURES RECOMMENDATIONS HOT-MI ASPHALT MITURE REQUIREMENTS MITURE TYPE AIR VOIDS @ Ndes BIKE PATH HOT MI ASPHALT SURFACE COURSE, MI D, N50 (IL 9.5 mm) % @ 50 GYR THE UNIT WEIGHT TO CALCULATE ALL HMA SURFACE MITURE QUANTITIES IS 2 LBS/SY/IN THE "AC TYPE" SHALL BE "PG 6-22" UNLESS MODIED BY DISTRICT ONE SPECIAL PROVISIONS FOR USE RECYCLED MATERIALS, SEE SPECIAL PROVISIONS. RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM PEDESTRIAN ACTIVATED CROSSWALK WARNING SYSTEM 625 Forest Edge Drive Vernon Hills, IL. 6006 T EL 87.78.9700 FA 87.78.970 DETAILS 5/2/6 DRAWN BY: DATE: /2/5 DATE: /2/5 GHA PROJECT 365.230 N.T.S.
SUMMARY QUANTITIES LOCATION NILES ROAD MID-BLOCK CROSSING CODE. ITEM UNIT TOTAL TOTAL 2800050 INLET FILTERS EACH 0603335 HOT-MI ASPHALT SURFACE COURSE, MI "D", N50 TON 7 200200 PORTLAND CEMENT CONCRETE 5 INCH SQ FT 00 200800 DETECTABLE WARNINGS SQ FT 0 00000 PAVEMENT REMOVAL SQ YD 26 000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 67 000600 REMOVAL SQ FT 60 8098 AGGREGATE SHOULDER, TYPE B, " SQ YD 7 60266600 VALVE BO TO BE ADJUSTED EACH 60300305 FRAMES AND LIDS TO BE ADJUSTED EACH 2 60605000 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.2 FOOT 67 670000 MOBILIZATION L SUM 7002625 TRAFFIC CONTROL AND PROTECTION, STANDARD 70606 L SUM 700260 TRAFFIC CONTROL AND PROTECTION, STANDARD 7080 L SUM 7200000 SIGN PANEL - TYPE SQ FT 80.50 72900200 METAL POST - TYPE B FOOT 20 7800000 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 92 78000600 THERMOPLASTIC PAVEMENT MARKING - LINE 2" FOOT 50 7830000 PAVEMENT MARKING REMOVAL SQ FT 0 0326899 SOLAR-POWERED FLASHING BEACON ASSEMBLY (COMPLETE) EACH 2 APPENDI A DRAWN BY: GHA PROJECT DATE: /2/5 365.230 625 Forest Edge Drive Vernon Hills, IL. 6006 T EL 87.78.9700 FA 87.78.970 5/2/6 DATE: /2/5 N.T.S.