OBERWEIS GENEVA 2100 S RANDALL ROAD GENEVA, ILLINOIS PARCEL # L O C A T I O N M A P

Transcription

1 OBERWEIS GENEVA 2100 S RANDALL ROAD GENEVA, ILLINOIS PARCEL # L O C A T I O N M A P S H E E T I N D E X CITY OF GENEVA CITY HALL 22 S FIRST STREET GENEVA, IL (630) JO DAVIESS STEVENSON WINNEBAGO BOONE MC HENRY LAKE CARROLL OGLE ENGINEERING: CITY OF GENEVA ENGINEERING DEPARTMENT WHITESIDE LEE DE KALB KANE DU PAGE COOK 1800 SOUTH STREET GENEVA, IL ROCK ISLAND MERCER HENRY BUREAU PUTNAM LA SALLE KENDALL GRUNDY WILL (630) HENDERSON WARREN KNOX STARK PEORIA MARSHALL WOODFORD LIVINGSTON KANKAKEE IROQUOIS FIRE DEPARTMENT: CITY OF GENEVA FIRE DEPARTMENT HANCOCK TAZEWELL MC DONOUGH FULTON MC LEAN FORD 200 EAST SIDE DRIVE SCHUYLER MASON LOGAN DE WITT CHAMPAIGN VERMILION GENEVA, IL ADAMS BROWN CASS MENARD MACON PIATT (630) PIKE SCOTT MORGAN SANGAMON CHRISTIAN MOULTRIE DOUGLAS COLES EDGAR CALHOUN GREENE MACOUPIN MONTGOMERY SHELBY CUMBERLAND CLARK TELEPHONE: WATER, SEWER, & ELECTRIC: AT&T 201 S NEIL STREET CHAMPAIGN, IL (779) CITY OF GENEVA PUBLIC WORKS JERSEY FAYETTE EFFINGHAM BOND MADISON CLAY MARION CLINTON ST. CLAIR WAYNE WASHINGTON JEFFERSON MONROE PERRY RANDOLPH HAMILTON WHITE FRANKLIN JACKSON GALLATIN WILLIAMSON SALINE JASPER CRAWFORD RICHLAND LAWRENCE EDWARDS WABASH C E R T I F I C A T I O N I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Illinois SOUTH STREET GENEVA, IL (630) ALEXANDER HARDIN UNION JOHNSON POPE PULASKI MASSAC LOCATION OF SECTION INDICATED THUS: - 08/10/2018 TODD M. RICHARDS, P.E. DATE License Number: My license renewal date is November 30, Pages or sheets covered by this seal: ALL C SHEETS GAS SERVICE: NICOR GAS 2S370 DEERPATH ROAD BATAVIA, IL (888) Dial 811 or R Know what's below. Call before you dig. 420 N. FRONT STREET, SUITE 100 McHENRY, IL Phone: Toll Free: Fax: HRGreen.com

2

3 JWK-HRG NUMBER DESCRIPTION REMARKS R-1 CLEARING/GRUBBING/TOP SOIL STRIP REMOVE & STOCKPILE R-2 CLEARING/GRUBBING/TOP SOIL STRIP R-3 LANDSCAPING AREA REMOVE AS NEEDED REMOVE & RESTORE TO MATCH EXISTING CONTOURS R-4 BITUMINOUS PAVEMENT REMOVE (FULL DEPTH) R-5 BITUMINOUS PAVEMENT R-6 CONCRETE CURB AND GUTTER REMOVE REMOVE & REPLACE PAVEMENT TO MATCH EXISTING ASPHALT AND AGGREGATE THICKNESSES R-7 CONCRETE CURB AND GUTTER REMOVE & REPLACE TO MATCH EXISTING R-8 MEDIAN ISLAND REMOVE ISLAND & REPLACE PAVEMENT TO MATCH EXISTING ASPHALT AND AGGREGATE THICKNESSES R-9 STORM INLET ALIGN WITH NEW CURB R-10 LIGHTPOLE REMOVE " = 20'

4 JWK-HRG " = 20'

5 JWK-HRG LIN FT SS PVC-SDR 26, (8") 12 8 LIN FT SS PVC-SDR 26, (6 ) 1 EXIST. CB (TO REMAIN) RIM = INV = , N (21") INV = , W (18") INV = , S (12") 2 EXIST. 119 LIN FT SS RCP (12 ) TO BE 0.49% 3 EXIST. CB (TO BE ADJUSTED) EXIST. RIM = PROP. RIM = INV = , N (12") INV = , W 1.20% INV = MITER END OF PVC PIPE TO MATCH SLOPE 7 SS MH TA 4' DIA., CL RIM = INV = , S/E (8") 8 94 LIN FT SS PVC-SDR 26, 1.20% 9 CLEANOUT (SEE DETAIL) RIM = INV = 1.40% ST-8 = BLDG = (VERIFY W/ ARCH PLANS) 13 CLEANOUT (SEE DETAIL) RIM = INV = LIN FT SS PVC-SDR 26, (6 1.40% ST-8 = BLDG = (VERIFY W/ ARCH PLANS) 4 EXIST. 34 LIN FT SS RCP (12 ) TO BE 0.65% 5 EXIST. CURB INLET 10 8 LIN FT SS PVC-SDR 26, (6 1.40% ST-8 = BLDG = (VERIFY W/ ARCH PLANS) ADJUST GRATE ANGLE TO MATCH PROP. CURB RIM = INV = , E (12") 11 CLEANOUT (SEE DETAIL) RIM = INV = " = 20'

6 JWK-HRG S-7 TWO-WAY CLEAN OUT (SEE DETAIL) S LIN FT 4" PVC-SDR 26 S-1 PROP SAN MANHOLE (CONSTRUCT ON-LINE) RIM = INV = , N,S (10") CONFIRM EXIST INV INV = , E (6") S LIN FT 6" PVC-SDR 1.04% S-3 ONE-WAY CLEAN OUT (SEE DETAIL) RIM = INV = S-8 OMITTED S-9 GREASE TRAP SEE BUILDING PLUMBING PLANS FOR DETAILS RIM(S) = W; E INV = (OUTLET) INV = % ST-12 = BLDG = (VERIFY WITH ARCHITECT/PLANS) A B PROP. 6" WATER SERVICE BOP = EXIST. 10" SANITARY SEWER TOP = VERT SEP = 2.30' EXIST. 15" STORM SEWER BOP = PROP. 6" WATER SERVICE TOP = E F EXIST. 12" STORM SEWER BOP = SANITARY TAG S-4 TOP = VERT SEP = 2.35' STORM TAG ST-8 BOP = SANITARY TAG S-14 TOP = PROP. PRESSURE CONNECTION ON EXIST. 10" MAIN (CONTRACTOR TO FIELD VERIFY SIZE OF EXISTING WATER MAIN AND NOTIFY ENGINEER OF PIPE SIZE) LIN FT WATER SERVICE 6", CLASS 52 DIP 3 4 FIRE HYDRANT W/ AUXILLARY VALVE RIM = VERT SEP = 1.50' VERT SEP = 3.96' BURY ELEV. = INV = S LIN FT 4" PVC-SDR 26 WATER LOWERED BY 0.39' HYDRANT & VALVE TO BE BOLTED TOGETHER 2.08% WATER TO BE ENCASED PER IEPA G STORM TAG ST-8 VALVE BOLTED TO TEE S-4 25 LIN FT 6" PVC-SDR 1.04% BLDG = (VERIFY WITH ARCHITECT/PLANS) C EXIST. 15" STORM SEWER BOP = SANITARY TAG S-10 5 ST-2 = BOP = TOP = S-5 PROP SAN MANHOLE RIM = S-11 TWO-WAY CLEAN OUT (SEE DETAIL) RIM = INV = SANITARY TAG S-2 TOP = VERT SEP = 4.03' VERT SEP = 4.65' 6 7 INV = , SW (6") INV = , E (6") INV = , NE (4") S-6 11 LIN FT 6" PVC-SDR 1.04% S LIN FT 4" PVC-SDR 2.08% S-13 ONE-WAY CLEAN OUT (SEE DETAIL) RIM = D EXIST. 12" STORM SEWER BOP = PROP. 6" WATER SERVICE TOP = VERT SEP = 1.50' WATER LOWERED BY 1.62' " = 20' INV = WATER TO BE ENCASED PER IEPA 11

7 D D STAINLESS STEEL ROUND INLET FILTERS for NYLOPLAST CASTINGS CATCH-ITS SPECIFIED W/ FX or FX-S BAGS COMBINATION INLET FILTER FOR CURB HOODS C TYPICAL ROUND INLET FILTER TYPICAL RECTANGULAR INLET FILTER C WALL MOUNT INLET FILTERS FOR OPEN THROAT GUTTERS B B A A SIZE C SCALE ' MIN. 18" 12" ALL CONCRETE TRUCKS BLACK LETTERS ON WHITE WASHOUT HERE BACKGROUND SHALL VARIES ANCHOR BALES WITH (2) 2"x2"x4' STAKES PER BALE 10 MIL POLYETHYLENE SHEETING GALVANIZED "U" CHANNEL POST 7'-0" TO BOTTOM OF SIGN FINISH GRADE BALES TO BUTT 3'-0" MIN SOIL EMBEDMENT AGGREGATE PLAN SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA WASHOUT SIGN 18"± BINDING WIRE 30"± STRAW BALE (TYPICAL) 12" MAX 10 MIL POLYETHYLENE SHEETING 6" MIN DEPTH AGGREGATE ALL AROUND NOTES: 12" MIN SEASONAL HIGH GROUNDWATER TABLE 6" MIN IMBEDMENT (TYPICAL) EXISTING GRADE WOOD STAKE (TYPICAL) TYPICAL SECTION 1. CONTAINMENT MUST BE STRUCTURALLY SOUND 4. WASHOUT AREA(S) SHALL BE INSTALLED IN A AND LEAK FREE AND CONTAIN ALL LIQUID WASTES.LOCATION EASILY ACCESSIBLE BY CONCRETE 2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT TRUCKS. 5. ONE OR MORE AREAS MAY BE INSTALLED ON THE QUANTITY OR VOLUME TO COMPLETELY CONTAIN CONSTRUCTION SITE AND MAY BE RELOCATED AS THE LIQUID WASTES GENERATED. 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTION PROGRESSES. 6. AT LEAST WEEKLY REMOVE ACCUMULATION OF CONSTRUCTED AND READY TO USE ONCE SAND AND AGGREGATE AND DISPOSE OF PROPERLY. WASHOUT IS 75% FULL. DWG NO REV FLEXSTORM_SPECS SHEET 1 OF 1 1

8

9

10

11 OBERWEIS - GENEVA, IL August 9, 2018 MATERIALS SCHEDULE QTY KEY BOTANICAL NAME/ITEM COMMON NAME SIZE COND REMARKS DECIDUOUS TREES 4 AP ACER PLATANOIDES 'ROYAL RED' ROYAL RED NORWAY MAPLE 3" CAL. B&B CENTRAL LEADER; MATCHED 1 MA MALUS 'PURPLE PRINCE' PURPLE PRINCE CRABAPPLE 3" CAL. B&B CENTRAL LEADER; MATCHED 2 QR QUERCUS ROBUR X ALBA 'CRIMSCHMIDT' CRIMSON SPIRE OAK 3" CAL. B&B CENTRAL LEADER; MATCHED 3 QS QUERCUS X SKYMASTER 'PYRAMICH' SKYMASTER OAK 3" CAL. B&B CENTRAL LEADER; MATCHED DECIDUOUS SHRUBS 26 HA HYDRANGEA ARBORESCENS 'NCHA3' INVINCIBELLE RUBY HYDRANGEA #5 3' O.C.; MATCHED 140 RA RHUS AROMATICA 'GROW-LOW' GROW-LOW SUMAC #5 3' O.C.; MATCHED EVERGREEN SHRUBS 28 JH JUNIPERUS HORIZONTALIS 'HEGEDUS' GOOD VIBRATIONS GOLD JUNIPER #5 4' O.C.; MATCHED 74 JV JUNIPER VIRGINIANA 'BLUE MOUNTAIN' NORDIC BLUE JUNIPER #5 4' O.C.; MATCHED 22 TB THUJA OCCIDENTALIS 'BAILJOHN' TECHNITO ARBORVITAE #5 3' O.C.; MATCHED 31 TH THUJA OCCIDENTALIS 'HOLMSTRUP' HOLMSTRUP ARBORVITAE #5 3' O.C.; MATCHED PERENNIALS, GRASSES & GROUNDCOVER 71 CA CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS #1 24" O.C.; MATCHED 138 GA GAILLARDIA ARISTATA 'ARIZONA RED SHADES' BLANKET FLOWER #1 18" O.C.; MATCHED 135 HR HEMEROCALLIS 'ROSY RETURNS' ROSY RETURNS DAYLILY #1 18" O.C.; MATCHED 84 LS LEUCANTHEMUM X SUPERBUM 'BECKY' BECKY SHASTA DAISY #1 18" O.C.; MATCHED 20 MS MISCANTHUS SINENSIS 'PURPURASCENS' PURPLE MAIDEN GRASS #1 3' O.C.; MATCHED 86 PA PENNISETUM ALOPECUROIDES 'HAMELEN' HAMELN FOUNTAIN GRASS #1 24" O.C.; MATCHED MISCELLANEOUS SOD SEE NOTE BELOW MULCH 3" DEEP SHREDDED HARDWOOD MULCH SY CY GENERAL NOTES: PROVIDE STRONGLY ROOTED SOD, NOT LESS THAN 2 YEARS OLD AND FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES. PROVIDE ONLY SOD CAPABLE 1. OF GROWTH AND DEVELOPMENT WHEN PLANTED (VIABLE, NOT DORMANT). PROVIDE SOD COMPOSED PRINCIPALLY OF AN APPROVED KENTUCKY BLUE GRASS BLEND CONTAINING A MINIMUM OF FOUR IMPROVED VARIETIES. P P P P R Know what's below. Callbefore you dig. P

12

13