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) STOP BAR & STOP 6" SOLID YELLOW 6" SOLID YELLOW CRISSEY AVENUE BIT PAVEMENT DRIVE THRU CLEARANCE 9' HIGH DIRECTIONAL STOP BAR & STOP "THANK YOU" BIT PAVEMENT "DO NOT ENTER" & DRIVE THRU DIRECTIONAL 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 Required Zoning PROPOSED WATER SERVICE LINE TO BE INSTALLED WITHIN OPEN CUT FOR THE REMOVAL OF EISTING WATER SERVICE LINE. SEE SHEET C. "DO NOT BLOCK ENTRANCE" P.C.C. LIMITS B6.2 C&G HANDICAP 2 BOLLARD & FENCING AROUND SEATING AREA WHEEL STOP SEATING AREA B6.2 C&G 6" SOLID WHITE P.C.C. LIMITS "DO NOT ENTER" Parcel Area Building Area SETBACKS 25,759 SF 9 ± Acres,769 sf Dunkin Donuts Front Yard Rear Yard Side Yard Side Yard (E State St) () (B-3E) (Crissey Ave) Building Setback 0' 0' 0' 0' Provided 37' 8' 58' 53' Landscape Setback 0' 0' 0' 0' Provided 0' 6' ' 5' /4 " WATER SERVICE LINE ELECTRIC METER PROPOSED BUILDING,769 SF PICK-UP WINDOW PARKING Quantity Reqd 2 = 5 x,397/000 Sit Down/ Drive Thru (5 per 000 sf floor area) 5 = 5 Employees ( space per each employee) 26 Required 6'6' TRANSFORMER PAD BOLLARD EISTING STONE RETAINING WALL Provided 26 = 24 Standard + 2 ADA Stall Size Required 9' x 9' (60 ), 9' x 8.5' (90 ) Provided 9' x 9' (60 ), 9' x 8.5' (90 ), 6' x 9' (ADA) BBO- RIM TO MATCH EISTING GRADE MENU BOARD Driveway Width Minimum 24' Provided 35' LEGEND UPGRADED ELECTRIC SERVICE TO BE INSTALLED UNDERGROUND FROM EISTING POLE TO TRANSFORMER EISTING R/R TIE RETAINING WALL WHEEL STOP CONCRETE PAD FOR TRASH ENCLOSURE WHEEL STOP YIELD SITE NOTES PROPOSED TRASH ENCLOSURE (SEE ARCH. PLANS) 2 BIT PAVEMENT WARPED BOARDS & POSTS TO BE REPLACED AS NEEDED. FENCE TO BE STAINED TO MAKE IT LOOK NEW IMPERVIOUS CALCULATIONS Existing Impervious Area - 22,86 sf or 2 acres Proposed Impervious Area - 8,85 sf or 3 acres Net Impervious Area Decrease - 3,965 sf or 9 acres LANDSCAPE CALCULATIONS Interior Landscape Required: 0% Provided: 7%
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 HIGHWAY 25 NORTH SUITE 20 BUFFALO MN 5533 PH: FA: KNOCHE & ASSOCIATES PC 24 NORTH BENNETT STREET GENEVA. IL PH: STATE STREET C GENEVA. IL SEATI NG ENGINEER SEAL CRISSEY AVEN UE GENEVA DUNKIN DONUTS PROJECT INFO ENGINEER INFO T A POLE TYPE A-,, C- SPECIFICATION SHEETS LIGHT POLE " FORMED CHAMFER 6'-0" BARE COPPER GROUND WIRE IN /2" PVC CONDUIT REFERENCE SPECIFICATION SHEETS FOR POLE CONFIGURATION CADWELD OR DOUBLE LUG CONNECTION COPPER CLAD GROUND ROD " CLEAR " MIN. " CLEAR / JCM FITURE RESELECTION/ CHANGE TO DECO'S FITURE RELOCATION WALL MOUNT FITURES FITURE RESELECTION FITURE RESELECTION SITE PLAN UPDATE 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 0..3 PROPERTY LINE GROUND LUG INsIDE POLE OPPOSITE HANDHOLE PROVIDE BUSHINGS ON CONDUITS BASE PLATE COVER '-0" MIN. GROUND WIRE TO LIGHT FITURE INIT LIGHT FITURE SHEET DESCRIPTION DATE **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. CONDUITS (PVC) SCH 40 WITH LONG SWEEP ELBOWS DIMENSION SCHEDULE =TBD Y=TBD Z=TBD PROJECT # DESCRIPTION # 0. REVISIONS KE80605 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 A- SINGLE 0 New Pole, Fixt 73W LED T2 6' Mtg Ht (3000K/360 Lumens/600mA) AAL Federal Globe_FGL-RB-Y2-36LED-3K-600 B-U4-G2 All Calculation Points ROTATED OPTICS 0 New Pole, Fixt 73W LED T3 6' Mtg Ht (3000K/3236 Lumens/600mA) AAL Federal Globe_FGL-RB-Y3-36LED-3K-600 B-U4-G2 Property Line C- SINGLE 0 New Pole, Fixt 73W LED T4 6' Mtg Ht (3000K/3528 Lumens/600mA) AAL Federal Globe_FGL-RB-Y4-36LED-3K-600 B-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: " = 20'-0" POLE DETAIL DE LEVEL 40' AGI 20' SHEET#: 0' LED PHOTOMETRIC PLAN.208 CAD CONCRETE SHALL BE 4, DAYS WITH 6% AIR ENTRAIENT 6
8 G CURB NOTES : CONCRETE PAVEMENT 2 DETAIL - PAVEMENT SECTION C7. C7. 3 C7. DETAIL - CURB AND GUTTER SECTION 4 C7. TYPICAL SIDEWALK SECTION 5 C7. DETAIL - SIDEWALK RAMP 6 C7. BOLLARD 7 C7. DETAIL - ACCESSIBLE PARKING 8 C7. ACCESSIBLE 9 C7. AISLE DIRECTION PAVEMENT ARROW 0 C7. DETAIL - WATER SERVICE CONNECTION
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