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HomeMy WebLinkAboutZ-7939 Map 4GENERAL SITE PLAN NOTES: 1 COMING SOON" SIGN MUST BE INSTALLED AS SOON AS POSSIBLE BEFORE CONSTRUCTION AND MUST BE REMOVED DURING THE WEEK OF MERCHANDISING. SEE DETAIL 6/C3. 2. CONTRACTOR IS TO STAKE LOCATION OF MONUMENT SIGN AND NOTIFY ADVANCE AUTO PARTS CONSTRUCTION ADMINISTRATOR FOR EARLIEST POSSIBLE INSTALLATION DATE. 3. PARKING LOT GRADING SHALL NOT EXCEED 5 % MAX. CROSS SLOPE. 4. PARKING SPACES ARE TO BE 10' X 20' UNLESS OTHERWISE NOTED. 5. ALL ABANDONED ENTRANCES/ EXITS ARE TO BE REMOVED. 6. DEVELOPER, CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES GOVERNED BY STATE AND LOCAL JURISDICTION. ',urve Delta Chord Bearing & Distance C1 23057'17" N 45039'29" W 124.74' C2 86041'30" N 15043'30" W 34.32' C3 11012'22" N 33011'11" E 45.00' LEGEND • FOUND#4REBAR 0 SET #4REBAR (A) - ACTUAL MEASUREMENT (P) - PLATTED MEASUREMENT IM GAS METER O BOLLARD POLE -o- POWER POLE F- GUYANCHOR O PHONE PEDESTAL SEWER MANHOLE r SIGN LIGHT (B WATER METER M WATER VALVE -b -FIRE HYDRANT E ELECTRIC METER M GAS VALVE ® PHONE MANHOLE MONITORING WELL ® BORING ® GAS WELL P PAYPHONE \ • 0 LIDS BOUNDARY BULDING LINE \ EASEMENT FENCE LINE RIGHT-OF-WAY SEWER LINE OVERHEAD ELECTRIC ♦18u RC RIM = 94.59' FL = 91.09' RIM = 97.20' FL = 93.90' i 18" RCP \ 7• DEVELOPER/ CONTRACTOR IS RESPONSIBLE FOR SETUP OF ALL UTILITIES INCLUDING TEMPORARY POWER AND PAYMENT UNTIL TURNED OVER AND ACCEPTED BY ADVANCE AUTO PARTS. $• INSTALL BACKFLOW PREVENTER IN MAIN SERVICE WATER LINE AS REQUIRED BY LOCAL CODE. 9. CONTRACTOR IS TO PRESSURE WASH THE ENTIRE PARKING LOT SURFACE AND FRONT SIDEWALK THE MORNING PRIOR TO STORE OPENING. 10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING A MAILBOX ON SITE AS REQUIRED. MAILBOX MUST MEET ALL U.S. POST OFFICE REQUIREMENTS. 11. CONTRACTOR IS TO INSTALL UNDERGROUND ELECTRICAL SERVICE FROM POINT OF SERVICE TO THE BUILDING. NO POWER POLE SHALL BE MORE THAN 50 FEET FROM THE BUILDING. ngth � ' 13 5.65 .83 / / � .07 i SCALE PLAN SCALE 1'=20' (D PLMI NORTH SITE DATA SITE AREA 29,090 SF BUILDING 0.16 AC. PAVEMENT 0.34 AC. GREEN/OPEN SPACE 0.17 AC. BUILDING SETBACKS REQUIRED � FRONT 40 FT REAR 15 FT SIDE 40 FT SIDE 15 FT MAXIMUM BUILDING HEIGHT PARKING PROVIDED REGULAR HANDICAP o�N TOTAL NOTE: ALL ASPHALT PAVING TO BE HEAVY DUTY 0.67 AC. 24% OF SITE 51% OF SITE 25% OF SITE PROVIDED 77.0 FT 4 FT 70.1 FT 10.6 FT 35 FT 30 SPACES 2 SPACES 32 SPACES SITE KEY NOTES: ED CD 6' HIGH TREATED WOOD DUMPSTER SCREEN. PAINT TO MATCH THE BUILDING. SEE DETAIL 1/C3 Q INSTALL NEW 6" THK. CONCRETE APRON OF 4000 PSI CONCRETE WITH WWF STEEL REINFORCEMENT. COLOR CONCRETE WITH 54 LBS. DAVIS COLORS #860 CONCRETE ADDITIVE PER C.Y. OF CONCRETE. Lfl ASPHALT PAVEMENT PARKING LINES 4" WIDE PAINTED WHITE. TWO COATS OF SHERWIN WILLIAMS TRAFFIC MARKING PAINT.) HC PARKING & HC LOGO TO BE PAINTED COLOR & SIZE AS REQ'D BY ACCESSIBILITY CODE. CONCRETE PAVEMENT SAME AS ABOVE EXCEPT YELLOW PAINT. 0 CONSTRUCT 6" HIGH CONC. CURB & GUTTER CONTINUOUS AROUND SITE. BACKFILL TO TOP OF CURB. SEE DETAIL 9/C2. © ANCHOR DOWN CONCRETE PARKING BLOCKS 42" FROM FACE OF BUILDING. SEE DETAIL 2/C2 ❑� ANCHOR DOWN CONCRETE PARKING BLOCKS 30" FROM FACE OF CONCRETE WALK/ SIDEWALK. SEE DETAIL 2/C2 ® DASHED LINES INDICATE FASCIA OVERHANG. 0 PROVIDE HC RAMP PER FED. & LOCAL ACCESSIBILITY REQUIREMENTS. SEE DETAILS ON SHEET C2. tt 12'-0" CONCRETE APRON IS TO BE FULL 4" THICK, 4000 PSI CONCRETE WITH WWF STEEL REINFORCEMENT. COLOR CONCRETE WITH 54 LBS DAVIS COLORS #860 CONCRETE ADDITIVE PER C.Y. OF CONCRETE. i] H.C. PARKING SIGN FOR ALL SPACES ADJ. TO BUILDING. SEE DETAIL 10/C2 LT NEW CONCRETE SIDEWALK SLOPED AWAY FROM BUILDING FOR POSITIVE DRAINAGE. t4 ROAD SIGN FURNISHED & INSTALLED BY ADVANCE. CONTRACTOR'S ELECTRICIAN IS TO PROVIDE A SEPARATE UNDERGROUND CIRCUIT FOR THE ROAD SIGN. THE CIRCUIT IS TO BE CONTROLLED BY A PHOTOCELL/ TIME CLOCK COMBINATION. THE PHOTOCELL IS TO BE EQUIPPED WITH A LIGHT LEVEL SLIDE ADJUSTMENT TO ADJUST THE SENSITIVITY. THE PHOTOCELL WILL ALLOW THE ROAD SIGN, BUILDING SIGN, SOFFIT LIGHTS, AND LIGHT BAR TO COME ON AT THE DESIRED LIGHT LEVEL AND THE TIME CLOCK WILL BE SET TO TURN ON AT lam AND OFF AT 10pm. THE NUMBER OF CONTACTORS USED WILL BE DETERMINED BY THE NUMBER OF CIRCUITS REQUIRED. THE CONTRACTOR IS TO RETURN AFTER THE ROAD SIGN IS INSTALLED TO MAKE ALL OF THE NECESSARY CONNECTIONS AND INSTALL A WEATHERPROOF RECEPTACLE AT THE BASE OF THE POLE. r5 ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS. 176 LANDSCAPING AREA. TREAT PER LANDSCAPE PLAN t7 INSTALL 25' HIGH STEEL LIGHT POLE ON A 30" HIGH 24" DIAMETER CONCRETE BASE W/ HAND RUBBED FINISH. LIGHT POLE IS TO BE RED TO MATCH PMS#485C. ALL SITE LIGHTS ARE TO BE CONTROLLED BY A PHOTOCELL/ TIMECLOCK COMBINATION. PHOTOCELLS ARE TO BE EQUIPPED WITH A LIGHT LEVEL SLIDE ADJUSTMENT TO ADJUST SENSITIVITY. NUMBER OF LIGHTS CHANGES PER LOCATION. ORDERING INFORMATION: LIGHT POLES: HUBBELL MODEL #SSP4256G2PLM61 LITHONIA MODEL #SSS254CDM19 LIGHT FIXTURES: HUBBELL #MSVA1000HFT8R-A4-L LITHONIA #KVF100MASYFLTBSPO4DBRLPI. SEE DETAIL 7/C2 20 10 0 20 40 / 16 SCALE 8 8 N❑TES1 1. SLOPE ON TRAFFIC AREAS NOT TO EXCEED 5%, 2,SLOPE ON LANDSCAPE AREAS NOT TO EXCEED 4H11V, I I✓ I f IZE CEIVED F. JAN 1 3 2006 BY: 'CnnL u R ✓sz rV-�3� WN z y 0 '4?a 0 w � U N w a m m O o�N • Q 0 z 1—I z �/ ga :2 �r r z 0 U N w a m m O • • Q 0 z 0 wQ o' :2 �r r O • • W DATE: 12/16/05 PROJECT: DRAWN: CHECKED: SHEET: C1 OF