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.. - ... -0 X43-0 CANS 56S ) SITE
<br /> PARCEL 13-20-477-002 c
<br /> I SCHEDULE: SITE
<br /> SI y
<br /> . O12
<br /> 9' CANOPY(39 .F. m
<br /> -__ ........ �..
<br /> 8'-0"X29'-2"KIOSK 233 5F. OVERALL PARCEL ACREAGE=8.11 AC(353,5003 SF) WW
<br /> ( ) APPROXIMATE FUEL CENTER ACREAGE=082 AC(36.000-SF) Z o
<br /> O3 T-T x 5'-0"DISPENSER ISLAND(TYP.5.) LAND USE Z m
<br /> _ CURRENT ZONE B-2 COMMERCIAL DISTRICT PUD Z W m
<br /> O4 DOUBLE WALL UNDERGROUND STORAGE TANK(1-18,000 GAL DUAL MAXIMUM BUILDING SIZE
<br /> COMPARTMENT)DIESEL(10,000 GAL.)AND PREMIUM UNLEADED(8,000 GAL.)TANK ALLOWED 10.000 SF Ul 1/1 2'
<br /> 22 PROPOSED:4,189 SF
<br /> 23(TYP.) m (YELLOW) DO U BLE WALL UNDERGROUND STORAGE TANK(1-20,000 GAL.SINGLE
<br /> (WHITE) 23(TYP.) COMPARTMENT)REGULAR UNLEADED TANK.
<br /> SETBACKS
<br /> b 18 6 CANOPY COLUMN(TYP.6). BUILDING
<br /> 1 FRONT.25 FEET OO Q
<br /> 77 INTERNALLY ILLUMINATED CANOPY PRICE SIGN(TYP,2). SIDE NONE(5 FEET IF ADJACENT TO RESIDENTIAL)
<br /> 0 O REAR:NONE(25 FEET IF ADJACENT TO RESIDENTIAL) OO
<br /> O ILLUMINATED CANOPY LOGO SIGN(TYP.3). PARKING
<br /> &' 25 (" O NONaLLUMINATED KIOSK LOGO SIGN(TYP.2). SI EN5 FEET T 15 EET
<br /> 1 � 10
<br /> 15 FEE
<br /> {V'/IBTE) B 7 � H2S1' B INTERNALLY ILLUMINATED"KROGER'CHANNEL LETTER SIGN(TYP-2). MONUMENRT S GN:MINIMUM 5'(10'WITH ELECTRONIC PRICER)
<br /> 48.0" - O
<br /> --„ j 11 6"PIPE BOLLARD(NP.2). BUILDING
<br /> MAXIMUM ALLOWED BUILDING HEIGHT 45 FEET
<br /> 6"PIPE BOLLARD WITH WARNING SIGN TYP.4). PROPOSED BUILDING HEIGHT 19 FEET
<br /> 13 ® 37,2' INVERTED U-SHAPED STEEL PIPE GUARD POST(TYP.10).
<br /> PARKING:
<br /> ( 6 b - 14 EMERGENCY SHUT-OFF SWITCH MOUNTED ON KIOSK,WITH DISTINCTLY LABELED REQUIRED PARKING 6 SPACES FOR THE FIRST 1.000 SF OF FLOOR ARE t 5 SPACES PER 1,000 SF OF
<br /> 20 SIGN READING'EMERGENCY FUEL SHUTDOWN DEVICE'TYP.2.
<br /> ' 9 12 (TYP, I �� ( ) ADDITIONAL FLOOR AREA THEREAFTER.
<br /> O (TYP.JI r,� REQUIRED 62,126 SF'5 SPACES)1000 SF±1(ADDITIONAL FOR FIRST 1,000 SF)=312 SPACES
<br /> p p O 777 4 I 15 OBSERVATION WELL(TYP.2). EXISTNG 360 SPACES
<br /> KROGER J-J((tt 46
<br /> REMOVED(FUEL CENTER)42 SPACES
<br /> - - D' B I ./ 16 6"THICK CONCRETE SLAB UNDER CANOPY WITH Z CHAMFERED CORNERS. PROPOSED PARKING 318 SPACES
<br /> 62,126 SF .-;
<br /> 17 8"THICK CONCRETE SLAB OVER UNDERGROUND STORAGE TANKS AND PRODUCT
<br /> PIPING WITH 2'CHAMFERED CORNERS. REFER TO DRAWING C2.1 FOR SIGNAGE REQUIREMENTS
<br /> a
<br /> 18 rl6AlR COMPRESSOR(BY OTHERS)ON(4,000 PSI)CONCRETE PAD(BY CONTRACTOR). REFER TO DRAWING 11.1 FOR LANDSCAPE REQUIREMENTS
<br /> 18 21
<br /> 1 g MANHOLE WIiH 1420 RATED ACCESS COVER FOR GROUND ROD. i 0 0
<br /> 5 2 r e - o
<br /> 15 10 Q VENT RISER STACK(MIN.IT ABOVE FINISHED GRADE).ROUTE UP CANOPY COLUMN ® (J w3e
<br /> B (TYP.) 12 21 911 EMERGENCY CALL BOX.
<br /> I/ 0 0
<br /> e'0' 22 4'WIDE PAINTED STRIPING Q 45'AND 2'ON CENTER(TYP.)COLOR AS NOTED ON Y ¢O c
<br /> " PLANS.L±j m W m o a
<br /> 9 m O
<br /> F9
<br /> 23 24"WIDE WHITE PAINTED STOP BAR(TYP.2) -
<br /> 79
<br /> / 319' 25.0' 4BA` j 24 4'WIDE PAINTED STRIPING.COLOR AS NOTED ON PLANS. W.
<br /> STOP SIGN
<br /> 22
<br /> 6'VERTICAL CURB YJr Lxm/ •-
<br /> /// L kP1101Y1L
<br /> �� (YELLOW) l i _ 27 MONUMENT SIGN
<br /> 24 28 J'j °i� 2g EXISTING LIGHT POLE TO REMAINO►
<br /> (TYP-) ... 1
<br /> -4.11.13
<br /> 8 / PAVEMENTLEGEND
<br /> DESCRIPTION PROPOSED Seal
<br /> C, HEAVY DUTY ASPHALT
<br /> LIGHT DUTY ASPHALT o 0 0
<br /> 27 R10' SIg HEAVY DUN CONCRETE
<br /> R15' _ AO/ LIGHT DUN CONCRETE
<br /> `t VQ
<br /> 22 4 N
<br /> (YELLOW) `\ S SIGNAGE SETBACK
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<br /> f " R16
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<br /> �Ste/ R. W
<br /> RE MOVE AND REPLACE PAVEMENT
<br /> /
<br /> I S NECESSARY FOR WATER MAIN
<br /> NSTALLATION.
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<br /> GENERAL CONSTRUCTION NOTES: 6. THE CONTRACTOR SHALL VERIFY ALL SITE 10 THE CONTRACTOR SHALL NOTIFY THE ENGINEER 16, THE CONTRACTOR SHALL REFERENCE 22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 0 > Aa a
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<br /> CONDITIONS THE FIELD AND CONTACT THE PROPOS ANY DISCREPANCY REGARDING THE ARCHITECTURAL PLANz
<br /> S FOR EXACT DIMENSIONS CONSTRUCTION LAYOUTS AND SURVEYS REQUIRED ¢ rc a a
<br /> OWNERIF THERE ARE ANY QUESTIONS OR PROPOSED WORK OR UNFORESEEN CONDITIONS AND CONSTRUCTION DETAILS OF BUILDING, TO PERFORM CONSTRUCTION.CADS FILE m
<br /> 1. THE CONTRACTOR AT ALL TIMES SHALL FOLLOW ALL CONFLICTS REGARDING THE CONSTRUCTION ARISE PRIOR TO PROCEEDING FURTHER WITH THE ROOF DRAINS,RAISED CONCRETE SIDEWALKS,AND INFORMATION IS PROVIDED FOR REFERENCE ONLY.
<br /> FEDERAL.STATE AND LOCAL SAFETY DOCUMENTS AND/OR FIELD CONDITIONS SO THAT AFFECTED WORK. RAMPS. o O
<br /> REQUIREMENTS DURING CONSTRUCTION OF THIS APPROPRIATE REVISIONS CAN BE MADE PRIOR TO 23.PROVIDE ADEQUATE BARRICADES AT DRIVES,
<br /> PROJECT.SPE IAL CARE SHALL BETAKEN DURING CONSTRUCTION.ANY CONFLICT BETWEEN 11. THE CONTRACTOR SHALL PROVIDE AS-BUILT 17. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO ENTRANCES, EXCAVATIONS AND OTHER OPENINGS
<br /> ALL TRENCHING OPERATIONS SHEETING AND DRAWINGS AND THE SPECIFICATIONS SHALL BE RECORDS OF ALL CONSTRUCTION(INCLUDING THE STATE DOT STANDARD DETAIL SHEETS ANO THE TO KEEP OUT UNAUTHORIZED PERSONS AND FOR
<br /> BRACING,CRIBBING,ETC.,MUST BE INSTALLED AS CONFIRMED WITH THE CONSTRUCTION MANAGER UNDERGROUND UTILITIES)TO THE ENGINEER MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PUBLIC SAFETY AND TRAFFIC CONTROL.SAFETY
<br /> REQUIRED TO PROVIDE MAXIMUM SAFETY TO THE PRIOR TO BIDDING. FOLLOWING COMPLETION OF CONSTRUCTION SIGNS SHALL BE INSTALLED PLUMB. PROVISIONS OF APPLICABLE LAWS SHALL BE
<br /> CONTRACTOR'S WORKERS IN FULL COMPLIANCE ACTIVITIES. OBSERVED AT ALL TIMES.BARRICADES LEFT IN Pm)ac1 No 012-OZZ49A0
<br /> WITH OSHA REGULATIONS. 7. THE CONTRACTOR SHALL ABIDE BY ALL OSHA, 18 FIRE LANES SHALL BE ESTABLISHED AND PROPERLY PLACE AT NIGHT SHALL BE LIGHTED. Pmlem Manager KLEIN
<br /> FEDERAL,STATE AND LOCAL REGULATIONS WHEN 12. REFER TO SITE DETAIL SHEETS FOR EROSION AND DESIGNATED IN ACCORDANCE WITH THE LOCAL
<br /> 2 ALL CONSTRUCTION SHALL BE CONDUCTED SUCH OPERATING CRANES,BOOMS,HOISTS,ETC.IN CLOSE SEDIMENT CONTROL,STORM DRAINAGE,UTILITY, MUNICIPALITY AND LOCAL FIRE DEPARTMENT 24. NO EQUIPMENT OR MATERIAL STORAGE IS De,agnetl By: SALA
<br /> THAT THERE WILL BE MINIMAL INTERFERENCE WITH PROXIMITY TO OVERHEAD ELECTRIC LINES.IF PAVING,CURBING,AND SIGNAGE DETAILS AS REQUIREMENTS. PERMITTED WITHIN THE ROAD RIGHT-OF-WAY. Drawn By SALA
<br /> STREETS,DRIVES OR WALKS.THE CONTRACTOR IS CONTRACTOR MUST OPERATE EQUIPMENT CLOSE APPLICABLE.
<br /> RESPONSIBLE FOR MAINTENANCE OF TRAFFIC.00 TO ELECTRIC LINES,CONTACT THE POWER 19. THE CONTRACTOR SHALL REMOVE CONFLICTING 25.CONTRACTOR'S MANNER AND METHOD OF INGRESS Checketl By. KLEIN
<br /> NOT CLOSE OR OBSTRUCT STREETS,DRIVES OR COMPANY TO MAKE ARRANGEMENTS FOR PROPER 13 ALL PAVING AND AGGREGATE MATERIALS AND WORK PAVEMENT MARKINGS IN A METHOD APPROVED BY AND EGRESS WITH RESPECT TO THE PROJECT AREA Store Na: n
<br /> WALKS OR USER FACILITIES WITHOUT PERMISSION SAFEGUARDS. COMPLETED SHALL BE IN STRICT ACCORDANCE WITH THE STATE DOT. SHALL IN NOWAY PROHIBIT OR DISTURB NORMAL J-946 „
<br /> FROM THE OWNER'S REPRESENTATIVE THE STATE DOT SPECIFICATIONS AND STANDARD PEDESTRIAN OR VEHICULAR TRAFFIC IN THE
<br /> 8. THE OWNER AT ITS DISCRETION RESERVES THE DETAILS UNLESS OTHERWISE SPECIFIED. 20, AGGREGATES AND BITUMINOUS PAVEMENT VICINITY AND IS SUBJECT TO REGULATION AND PAtlress
<br /> 3. CONTRACTOR SHALL KEEP EXISTING STREETS, 1318 S.AIRPORT PLAZA
<br /> RIGHT TO MODIFY THE DTAILS AND STANDARDS OF MATERIAL AND INSTALLATION SPECIFICATIONS WRITTEN APPROVAL OF APPROPRIATE GOVERNING DECATUR IL 65621
<br /> ROADS AND DRIVES CLEAR OF DIRT,DEBRIS AND CONSTRUCTION FOR ALL PRIVATE FACILITIES FROM 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE IN ACCORDANCE WITH STATE DOT SPECS. AGENCIES.
<br /> EQUIPMENT. THAT INDICATED ON THE APPROVED PLAN, VERIFYING ALL DIMENSIONS FOR BUILDING.WALLS, THE CONTRACTOR SHALL SUBMIT AGGREGATE SIEVE $
<br /> 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDED THAT THE ALTERNATE STANDARD CONCRETE SLABS,AND UTILITY SERVICE POINT ANALYSIS AND A JOB-MIX FORMULA FOR THE a
<br /> SHORING TOR FOR BE TE RESPONSIBLE
<br /> ACCOMPLISH COMPLIES WITH LOCAL CODE AND/OR UTILITY CONNECTIONS AND NOTIFYING THE OWNER AND BITUMINOUS PAVEMENT TO THE CONSTRUCTION 3
<br /> SHORINGLL ANDINDIFORDEWATERINCATED ON AND ACCOMPLISH
<br /> COMPANY REQUIREMENTS AND THE GENERAL ENGINEEROFANY CONFLICTS ORDISCREPANCIES MANAGER FOR REVIEWAND APPROVAL ATLEAST I4 SITE PLAN
<br /> TO DESIGN INTENT OF THE PROJECT IS NOT PRIOR TO CONSTRUCTION, DAYS PRIOR TO THE PLACEMENT OF BITUMINOUS
<br /> REQUIRED COMPACTION OPERATIONS. COMPROMISED. PAVEMENTS. GRAPHIC SCALE: 1"= 20' 111"T"cea ergo 11 ON-ITI,naN ar Tw l N
<br /> 15. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGSZ IN1111"111 XL11"T111-111
<br /> 5 REVIEW CONSTRUCTION AND PROVIDE TRAFFIC 9, CONTRACTOR SHALL MAINTAIN ALL TRAFFIC LANES OFALL PRODUCTS AND MATERIALS TO THE OWNER 21 ALTERNATIVE METHODS AND PRODUCTS OTHER p
<br /> SEQUENCE AND SCHEDULE AT THE AND PEDESTRIAN WALKWAYS AT ALL TIMES UNLESS AND LOCAL UTILITY COMPANIES AS REQUIRED FOR THAN THOSE SPECIFIED MAY BE USED IF REVIEWED 1 O 2O 4O EO Drawing o.
<br /> PRECONSTRUCTION MEETING WITH KROGER STORE WRITTEN APPROVAL FROM THE STATE DOT,LOCAL REVIEW AND APPROVAL PRIOR TO FABRICATION OR AND APPROVED BY THE OWNER,ENGINEER,AND Kf1UW WI1B1�6 below.
<br /> MAN1111 E�l
<br /> AGEMENT,LANDLORD REPRESENTATIVE,AND MUNICIPALITY,COUNTY,OR OTHER GOVERNING DELIVERY TO THE SITE.ALLOW A MINIMUM OF 14 APPROPRIATE REGULATORY AGENCIES PRIOR TOT: "EN11 T11111
<br /> KROGER REGIONAL FACILITIES MANAGER. AUTHORITY IS RECEIVED. DAYS FOR REVIEW INSTALLATION
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