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REAR <br />LEFT RIGHT <br />FRONT <br />1 Retail C Life Sidewalk Plan <br />Scale 118"=V-0" <br />w <br />Elevation &Grading Notes <br />1. ABBREVIATIONS: <br />TOC - TOP OF CURB AT EDGE OF SIDEWALK <br />TOS - TOP OF FLOOR SLAB INSIDE BUILDING <br />TOG - TOP OF GRADE IN LANDSCAPE AREAS <br />TOP - TOP OF PAVING <br />2. TOS=112.00'. <br />3. ALL SIDEWALKS TO START 1/4" BELOW THE TOS AT ALL DOORS. <br />4. ALL EXTERIOR DOORS TO HAVE THRESHOLDS THAT WILL NOT <br />EXCEED 112" IN HEIGHT. <br />5, ALL SIDEWALKS TO SLOPE AWAY FROM THE BUILDING AT A RATE <br />NOT TO EXCEED 1 % MIN AND 2% MAX. <br />6. FOR ALL SIDEWALKS, ALL TOC ELEVATIONS SHALL BE <br />6" MAX ABOVE ADJACENT TOP. REFER TO CIVIL DRAWINGS <br />FOR EXACT ELEVATIONS. <br />7. FOR ANY LOCATIONS WHERE THERE IS GREATER THAN A 6" <br />DIFFERENCE BETWEEN TOC AND ADJACENT TOP, NOTIFY THE <br />ARCHITECT IMMEDIATELY. <br />8. NOT USED. <br />9. ALL HANDICAP RAMPS TO SLOPE AT 1:14 MAX. THE SURFACE <br />OF ALL CURB RAMPS TO HAVE RAISED DETECTABLE WARNING <br />FINISH. REFER TO DETAIL ON THIS SHEET. <br />10. THE BOTTOM OF ALL HANDICAP RAMPS TO BE FLUSH WITH <br />ADJACENT TOP. REFER TO CIVIL DRAWINGS FOR EXACT <br />ELEVATIONS OF PAVING. <br />GENERAL SITE NOTES <br />LANDLORD GENERAL CONTRACTOR SHALL VERIFY LOCATION <br />OF ALL SITE UTILITIES, LANDSCAPING, AND PARKING. <br />NOTIFY STAPLES REPRESENTATIVE OF ANY DISCREPANCIES. <br />LANDLORD GENERAL CONTRACTOR TO VERIFY FINAL SIGNAGE <br />PACKAGE WITH SIGNAGE MANUFACTURER. SIGNAGE UNDER <br />SEPARATE PERMIT AND CONTRACT. <br />ALL SIGNAGE SHOWN FOR INFO. ONLY, ALL SIGNAGE, <br />BANNERS AND BANNER LIGHTING UNDER SEPARATE PERMIT. <br />LANDLORD GENERAL CONTRACTOR SHALL REFERENCE AND <br />CONFORM TO SITE SPECIFIC LEASE EXHIBIT DOCUMENTS <br />FOR FINAL LOCATION OF BUILDING SIGNS, PYLON DESIGN <br />AND LOCATIONS. POWER IS REQUIRED TO ALL EXTERIOR <br />SIGN LOCATIONS. NOTIFY STAPLES IF NOT POSSIBLE. <br />NOT USED. <br />FOR COMPLETE SITE REQUIREMENTS LANDLORD SHALL <br />REFERENCE SPECIFICATIONS AND LEASE EXHIBITS <br />LANDLORD SHALL VERIFY LOCATION OF ALL SITE UTILITIES, <br />LANDSCAPING, AND PARKING REQUIREMENTS <br />STAPLES MINIMUM PARKING IS 5 CARS PER 1,000 S.F. <br />AN ADEQUATE AUTOMATIC IRRIGATION SYSTEM SHALL BE <br />PROVIDED TO SUPPORT ALL LANDSCAPING DESIGNED ON <br />ACTUAL SITE — PENDING FROM LANDLORD COMMON AREA <br />SOURCE/ METERED <br />RE: SITE ELECTRICAL DRAWINGS FOR ALL LIGHT POLE <br />LOCATIONS AND LIGHT POLE DETAIL <br />NOT USED <br />MINIMUM SITE CLEARANCES SHALL BE <br />WALKWAYS .............................. 5'-0" IN WIDTft-I <br />DRIVE AISLES .......................... 24'-0" NA IN. <br />PARKING ROWS ...................... 60'-0 ' E TO C <br />PARKING STD. STALL ............. 9'_0,, X 18'-0" MIN. <br />PARKING COMPACT STALL ...... 8'_0" X 16'-0"MIN. <br />FINAL REQUIREMENTS TO BE COORDINATED PER LOCAL <br />CODES. <br />LANDLORD SHALL BE LIMITED TO A MAXIMUM OF 20% <br />COMPACT SPACES OF THE REQUIRED SPACES <br />ALL PARKING SPACES SHALL BE PAINTED PER LOCAL <br />CODE REQUIREMENTS. <br />ROOF DRAINAGE SHALL BE DISCHARGED TO APPROVED <br />SITE DRAINAGE SYSTEM <br />SIDEWALK SHALL BE 4" NON —REINFORCED CONCRETE <br />WITH BROOM FINISH. PROVIDE CONTROL JOINTS @ 5'-0" <br />O.C. BOTH DIRECTIONS AND EXPANSION JOINTS @ 20'-0" <br />O.C. UNLESS OTHERWISE SHOWN. MAX. 1:50 CROSS <br />SLOPE PERMITTED. <br />ALL TRUCK CIRCULATION ROUTES THROUGHOUT THE <br />STAPLES SITE SHALL BE DESIGNED TO ACCOMODATE A <br />WB-67 VEHICLE <br />THIS BUILDING CONTAINS NO GAS PIPING. <br />ITE: <br />IARDRAIL CONSTRUCTION <br />ALL MEET DESIGN <br />QUIREMENT AS STATED IN <br />CTION 1607 OF THE co <br />DRIDA BUILDING CODE. <br />x <br />RE: S <br />x x x x <br />ITINUOUS EXPANSION • <br />IT— <br />x x <br />4101-3 <br />PLANS <br />x x x • x <br />PIPE HANDRAIL 1 y" DIA. x 0.145 SHOP <br />PRIMED AND PAINTED W/ CLOSS ENAMEL <br />PAINT, COLOR SELECTED BY ARCHITECT <br />PIPE HANDRAIL POST 1 Yz" DIA x 0.145 SHOP <br />PRIMED AND PAINTED W/GLOSS ENAMEL <br />PAINT, COLOR SELECTED BY ARCHITECT <br />EPDXY GROUT SET <br />-6" STEEL SLEEVE EMBEDDED IN <br />CONCRETE, <br />RE: SIDEWALK PLAN FOR LOCATIONS <br />EWALK PLAN FOR GRADES <br />A101-3 <br />JTINUOUS EXPANSION JOINT <br />.41.4 WWF CONT. ON BOTH SIDES <br />REBAR CONT @ TOP, BOTTOM, & MIDDLE <br />6 Retaining Wall & Guard Rail <br />Scale 1 1/2"=V-0" <br />EXPOSED AGGREGATE CONCRETE <br />FINISH 5/8" SMOOTH RIVER ROCK <br />MIX INTEGRAL WITH CONCRETE <br />SLOPE 1:14 MAX <br />Xa r� <br />° \ <br />\\ \\\ <br />m <br />2 Handicap Ramp Detail <br />SCALE: 1 1/2" = T-O" <br />4" THICK 3,000 PSI CONCRETE - <br />REINFORCED W/ 6 X 6 X 1.4 X 1.4 <br />WWF OVER COMPACTED. <br />1/2" EXPANSION JOINT <br />7, N�N <br />6" <br />EXPANSION JOINT y, SINGLE -COMPONENT <br />0zPOLYURETHANE <br />SEALANT /4" THICK <br />s , <br />_.x <br />CONTROL JOINTy" 1" DEEP <br />STRUCK JOINT <br />6' O.C. MAX <br />RE: SIDEWALK PLAN FOR SPACING <br />JOINTS AT FRONT OF BUILDING <br />d' <br />4° <br />d <br />a< <br />d <br />�, <br />, <br />. <br />d <br />d <br />a <br />° <br />1. ALL JOINTS TO BE TOOLED UNLESS NOTED OTHERWISE <br />2. ALL EXTERIOR CONCRETE SIDEWALKS TO BE 4" THICK <br />3,000 PSI CONCRETE REINFORCED WITH GRADE. <br />6 X 6 X 1.4 X 1.4 W.W.F. OVER COMPACTED FILL. <br />3. CONTROL JOINTS SPACED AT 6' OC MAX. 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