DUNKIN DONUTS 206 EAST STATE STREET GENEVA, ILLINOIS
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1 PRELIMINARY ENGINEERING PLANS DUNKIN DONUTS 206 EAST STATE STREET GENEVA, ILLINOIS ERIC CARLSON ARCHITECTS LOCATION MAP DRAWINGS INDE CONTACTS REV DATE NOT TO SCALE BENCHMARKS
2 CRISSEY AVENUE IL ROUTE 38 (EAST STATE STREET)
3 EISTING FIRE HYDRANT AREA OF TEMP. CONSTRUCTION EASEMENT TO BE GRANTED TO THE CITY BY OWNER DURING PERMIT PROCESS FOR EAST STATE STREET IMPROVEMENTS THE EISTING SANITARY SERVICE TO BE TELEVISED BY THE DEVELOPER PRIOR TO RE-USING. VIDEO TO BE SUBMITTED TO BOB VAN GYSEGHEM (WATER SUPER.) FOR REVIEW OF EISTING PIPE CONDITION. IL ROUTE 38 (EAST STATE STREET) PROPOSED WATER SERVICE LINE TO BE INSTALLED WITHIN OPEN CUT FOR THE REMOVAL OF EISTING WATER SERVICE LINE. SEE SHEET C. CRISSEY AVENUE "DO NOT BLOCK ENTRANCE" STOP BAR DRIVE THRU CLEARANCE 9' HIGH P.C.C. LIMITS DIRECTIONAL 3 STOP BAR & STOP "THANK YOU" BIT PAVEMENT SEATING AREA B6.12 C&G BOLLARD & FENCING AROUND SEATING AREA 6" SOLID WHITE MONUMENT STOP BAR, STOP & "THANK YOU" SITE ANALYSIS SITE SE Corner of Crissey Ave & E. State St. (IL RT 38) Geneva, IL Proposed Use Dunkin Donuts Existing Zoning B-2 Required Zoning B-2 Parcel Area Building Area SETBACKS 25,759 SF 9 ± Acres 1,769 sf Dunkin Donuts B6.12 C&G WHEEL STOP HANDICAP P.C.C. LIMITS Front Yard Rear Yard Side Yard Side Yard (E State St) (B-2) (B-3E) (Crissey Ave) Building Setback 0' 0' 0' 0' Provided 37' 81' 58' 53' 1 1/4 " WATER SERVICE LINE PROPOSED BUILDING 1,769 SF BOLLARD PICK-UP WINDOW 11 EISTING STONE RETAINING WALL Landscape Setback 0' 0' 0' 0' Provided 0' 16' 11' 5' PARKING Quantity Reqd 21 = 15 x 1,397/1000 Sit Down/ Drive Thru (15 per 1000 sf floor area) 5 = 5 Employees (1 space per each employee) 26 Required Provided 26 = 25 Standard + 1 ADA BBO-1 RIM TO MATCH EISTING GRADE 6'6' TRANSFORMER PAD Stall Size Required 9' x 19' (60 ) Provided 9' x 19' (60 ), 18' x 19' (ADA) Driveway Width Minimum 24' Provided 35' UPGRADED ELECTRIC SERVICE TO BE INSTALLED UNDERGROUND FROM EISTING POLE TO TRANSFORMER MENU BOARD LEGEND EISTING R/R TIE RETAINING WALL WHEEL STOP CONCRETE PAD FOR TRASH ENCLOSURE PROPOSED TRASH ENCLOSURE (SEE ARCH. PLANS) 12 WHEEL STOP BIT PAVEMENT YIELD SITE NOTES WARPED BOARDS & POSTS TO BE REPLACED AS NEEDED. FENCE TO BE STAINED TO MAKE IT LOOK NEW IMPERVIOUS CALCULATIONS Existing Impervious Area - 22,816 sf or 2 acres Proposed Impervious Area - 18,851 sf or 3 acres Net Impervious Area Decrease - 3,965 sf or 9 acres
4
5 LEGEND F.F.E GRADING NOTES
6 OH-ELEC OH-ELEC OH-ELEC OH-ELEC DAVID R. McCALLUM ASSOCIATES, INC. M c C A L L U M A S S O C I A T E S OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC OH-ELEC
7 1111 HIGHWAY 25 NORTH SUITE 201 BUFFALO MN PH: FA: KNOCHE & ASSOCIATES PC 24 NORTH BENNETT STREET GENEVA. IL PH: STATE STREET 1.6 SEATIN G GENEVA DUNKIN DONUTS PROJECT INFO GENEVA. IL ENGINEER INFO 2 B B POLE TYPE A-1 SPECIFICATION SHEETS PROPERTY LINE 5 B B-2 GROUND LUG INsIDE POLE OPPOSITE HANDHOLE LIGHT POLE 1" FORMED CHAMFER 16'-0" NO. 6 BARE COPPER GROUND WIRE IN 1/2" PVC CONDUIT FOR POLE CONFIGURATION CADWELD OR DOUBLE LUG CONNECTION COPPER CLAD GROUND ROD 3" CLEAR 24" MIN. 3" CLEAR FITURE RESELECTION/ CHANGE TO DECO'S NM FITURE RELOCATION NM WALL MOUNT FITURES NM FITURE RESELECTION NM FITURE RESELECTION Z DIA. LED PHOTOMETRIC PLAN AFTER CONCRETE SETS, RUBFINIsH, NO PAINT) GRADE LEVEL ANCHOR BOLTS (4 REQ'D) WITH TWO NUTS EACH. INSTALL SQUARE WITH PARKING LOT. SEAMLESS SONOTUBE TYPE FORM FOR CONCRETE BASE.(REMOVE SONOTUBE NM/ JCM NO. 10 GROUND WIRE TO LIGHT FITURE REFERENCE SPECIFICATION SHEETS LIGHT FITURE PROVIDE BUSHINGS ON CONDUITS BASE PLaTE COVER '-0" MIN. INIT **THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY; ACTUAL FOOTING SHOULD BE DEED FOR THE SPECIFIC APPLICATION AND LOCATION WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC. DATE 2 8 A-1 DESCRIPTION # REVISIONS 1 C-1 SHEET DESCRIPTION CONDUITS (PVC) SCH 40 WITH LONG SWEEP ELBOWS DIMENSION SCHEDULE **=TBD Y=2'-0" Z=2'-0" PROJECT # CRISSEY AVEN UE ENGINEER SEAL KE SCALE: NTS BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EISTING OR FUTURE FIELD CONDITIONS. Calculation Summary Luminaire Schedule Symbol Qty Label Arrangement TLL LLF Description BUG Rating Label Max Min Avg/Min Max/Min Avg # Pts 1 A-1 SINGLE 0 New Pole, Fixt 73W LED T2 16' Mtg Ht (3000K/3601 Lumens/600mA) AAL Federal Globe_FGL-RB-Y2-36LED-3K-600 B1-U4-G2 All Calculation Points B-2 ROTATED OPTICS 0 New Pole, Fixt 73W LED T3 16' Mtg Ht (3000K/3236 Lumens/600mA) AAL Federal Globe_FGL-RB-Y3-36LED-3K-600 B1-U4-G2 Property Line 43 1 C-1 SINGLE 0 New Pole, Fixt 73W LED T4 16' Mtg Ht (3000K/3528 Lumens/600mA) AAL Federal Globe_FGL-RB-Y4-36LED-3K-600 B1-U4-G2 Main Parking THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. FOR ADDITIONAL LIGHTING INFORMATION CONTACT: PH: NA N.MOLENDA J.MACKEY SL3.0 REV #: 4 SCALE: NTS POLE BASE DETAIL ISSUE DATE 3 N SCALE: 1" = 20'-0" POLE DETAIL DE LEVEL 40' AGI 20' SHEET#: 1 0' LED PHOTOMETRIC PLAN CAD CONCRETE SHALL BE 4, DAYS WITH 6% AIR ENTRAINMENT 5
8 G CURB NOTES : 1 CONCRETE PAVEMENT 2 DETAIL - PAVEMENT SECTION 3 DETAIL - CURB AND GUTTER SECTION 4 TYPICAL SIDEWALK SECTION 5 DETAIL - SIDEWALK RAMP 6 BOLLARD 7 DETAIL - ACCESSIBLE PARKING 8 ACCESSIBLE 9 AISLE DIRECTION PAVEMENT ARROW
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