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HomeMy WebLinkAboutZ-5936-K Map 2,A I3 I STANDARD ACCESSIBILITY REQUIREMENTS PARKING: ®ACCESSIBLE PARKING SPACES SHALL BE A MIN. 96" WIDE WITH A MAXIMUM SLOPE OF 2% (IN ALL DIRECTIONS) OEACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR SUSPENDED) SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. AT LEAST ONE SPACE MUST HAVE AN ADDITIONAL SIGN "VAN -ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED 60" (MIN.) ABOVE THE ADJACENT PAVED SURFACE TO BOTTOM OF TEXT. ©ALL ACCESS AISLES SERVING H.C. PARKING SPACES SHALL BE 60" WIDE MINIMUM AND 96" WIDE MINIMUM FOR VAN DESIGNATED SPACES. ALL BUILDINGS SHALL CONTAIN AT LEAST ONE VAN ACCESSIBLE SPACE. NORTH f) OWNER INFORMATION MCDONALD'S USA, LLC GREAT SOUTHERN REGION 7283 Highway 76 East Anderson, MO 64831 P: (417) 223-3068 F:(901)339-0524 CONTACT: DEB LYSTER HERE WE GROW AGAIN SIGN THE GENERAL CONTRACTOR SHALL DISPLAY A "HERE WE GROW AGAIN" BANNER DURING CONSTRUCTION. THESE BANNERS ARE AVAILABLE THROUGH WORLD WIDE COMPANY, OAKBROOK, IL PH#: 1-600-937-7671 CONSTRUCTION SCHEDULE NOTE: PROFESSIONAL SERVICE ALL PAVING AND SUBGRADE MARK CURB RAMPS: 0 RAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE HANDRAILS ON EACH SIDE AT BETWEEN 34" AND 38", AND EXTEND 12" BEYOND THE TOP AND ALL NOT DIMINISH THE AREA REQUIRED OR TOP AND BOTTOM LANDOF RAMP. HANDRAIL INGS SERVING THE RAMPS BENCHMARK DESCRIPTION NOTICE TO CONTRACTOR VERTICAL CONCRETE CURB (SD -5) ASPHALT SURFACE COURSE 2" 2" 6" THAT OE RATERWILMPS LNOTAC ACCUMULN A ATE COLORATED OFRAMME RFINISHMACE ANGEDSOCLU WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING AND MUST CONTRAST CURB AND GUTTER @ NON DRIVE-THRU AREAS(SD-5) 1. BENCHMARK: NORTH RIM OF A DRAINAGE O3 REINFORCED CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE TO DISTINGUISH IT FROM ADJACENT SURFACES - (OR PAINT CONTRACTOR SHALL REFER TO ARCHITECTURAL BUILDING PLANS MANHOLE WHICH HIES S13° 19'W, 61.8 FEET FROM USED SIGNIFICANTLY STRIPE) 1. FOR EXACT LOCATION AND ORIENTATION OF EXTERIOR DOORS. THE SOUTH WEST CORNER OF SUBJECT PROPERTY. WHITE-DATERS & 3. PRIOR TO PLACING FILL OO RECOMPACTED TO 95% OF THE T, AND SLLED, MINIMUMCOMPACTED TO A A MINIMUM 7OF THE S PROCTORTANDARD STANDARD O BOTTOM LANDINGS FOR RAMPS SERVING REQUIRED EXITS SHALL BE 6'-0" LONG ACCESS ROUTE BENCHMARK DATA PROVIDED BY O HANDICAP ACCESS SIGN (SD -4) 2. TRASH ENCLOSURE FINISH TO MATCH BUILDING. REFER TO SHEEP ASSOCIATES, INC., LITTLE ROCK, ARKANSAS. WHEEL STOP (SD -6) x 5'-0" WIDE MINIMUM. TE -1 FOR FOUNDATION DESIGN. ELEVATION = 522.28' NAVD88 1 PREPARED BY: I (j���vt� BC 0 R � � �, © RAMPS SHALL NOT EXCEED A 1:12 SLOPE 3. LOCATION OF I.D. SIGN IS APPROXIMATE. IT IS THE RESPONSIBILITY OF THE SIGN CONTRACTOR TO VERIFY COMPLIANCE WITH SET -BACK, 2. T.B.M.- TEMPORARY BENCHMARK: = FOUND 11 BOLLARD SIDEWALKS AND ACCESSIBLE ROUTES: SIZE/HEIGHT AND RELATED ZONING REQUIREMENTS PRIOR TO COTTON GIN SPINDLE IN ASPHALT AT THE McDONALD'S DIRECTIONAL SIGN (SD -1) O SIDEWALKS MUST BE AT LEAST 36" WIDE SETTING. SOUTHWEST CORNER OF SUBJECT PROPERTY. CHENAL PARKWAY AND LA GRAND SIDEWALK cRoss SLOPE SHALL NOT EXCEED 1:50 THIS PLANS ARE SUBJECT TO REVIEW & 4. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED ELEVATION = 523.65' NAVD88 Q O LONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) APPROVAL BY JURISDICTIONAL ENTITIES. OTHERWISE. 1® LANDSCAPE FINISH GRADE 1" BELOW TOP OF CURB IN ALL LAWN AREAS AND 2" BELOW TOP OF CURB IN ALL BED AREAS SHALL NOT EXCEED 1:20(6%) NORTH f) OWNER INFORMATION MCDONALD'S USA, LLC GREAT SOUTHERN REGION 7283 Highway 76 East Anderson, MO 64831 P: (417) 223-3068 F:(901)339-0524 CONTACT: DEB LYSTER HERE WE GROW AGAIN SIGN THE GENERAL CONTRACTOR SHALL DISPLAY A "HERE WE GROW AGAIN" BANNER DURING CONSTRUCTION. THESE BANNERS ARE AVAILABLE THROUGH WORLD WIDE COMPANY, OAKBROOK, IL PH#: 1-600-937-7671 CONSTRUCTION SCHEDULE NOTE: PROFESSIONAL SERVICE ALL PAVING AND SUBGRADE MARK MARK DESCRIPTION AUGUST NO. 0502433 Q 6"x6" VERTICAL CONCRETE CURB (SD -5) ASPHALT SURFACE COURSE 2" 2" 6" 0 6"x24" CURB AND GUTTER @ NON DRIVE-THRU AREAS(SD-5) BITUMINOUS BLACK)BASE CONCRETE PAVEMENT RECOMMENDATIONS —ALTERNATE BID O3 REINFORCED CONCRETE SIDEWALK GRANULAR SUB -BASE 4" ® NOT USED AUGUST 1, 2011 2. THE PROPOSED BUILDING AND PAVEMENT AREAS SHALL BE STRIPPED OF TOPSOIL, VEGETATION, OTHER DELETERIOUS MATERIAL. EXCAVATIONS CREATED BY THE O H.C. ACCESS RAMP @ 1:12 MAX SLOPE WITH WARNING SURFACE (SD -4) 3. PRIOR TO PLACING FILL OO RECOMPACTED TO 95% OF THE T, AND SLLED, MINIMUMCOMPACTED TO A A MINIMUM 7OF THE S PROCTORTANDARD STANDARD © HANDICAP ACCESS ROUTE OF OF SSTANDARD THAN 25 AND SHALL PLACED N MAXIMUM BE LIE5 S AAND COMPAC ED TO A MINIMUM DENSITY OF O HANDICAP ACCESS SIGN (SD -4) 5, PORTLAND CEMENT CONCRETE PAVEMENT SHALL CONSIST OF A MINIMUM 3500 PSI, 28 -DAY CONCRETE WITH #3 BARS AT 18" CENTERS EACH WAY. THE CONCRETE © CONCRETE WHEEL STOP (SD -6) HIGHWAY AND TRANSPORTATION DEPARTMENT GUIDELINES AND/OR COUNTY REQUIREMENTS AND Og NOT USED 1 PREPARED BY: I (j���vt� BC 0 R � � �, 10 HANDRAIL @ INGRESSI EGRESS DOOR (SD -4) (817)431-4971 ,PfOSE 11 BOLLARD AD5 �� k 0 PROPOSED McDONALD'S DIRECTIONAL SIGN (SD -1) 13 ARROW PATH DIRECTION (SD -3) CHENAL PARKWAY AND LA GRAND 14 CIRCLE/ ARROW (SD -3) Q DETECTOR LOOP COUNTY: SURVEY: ABSTRACT NO. 1® LANDSCAPE FINISH GRADE 1" BELOW TOP OF CURB IN ALL LAWN AREAS AND 2" BELOW TOP OF CURB IN ALL BED AREAS UC NUMBER CORPORATE DWG. NAME 1© TRANSITION CURB (SD -6) "DRIVE THRU" LEADING TO PATH ENTRANCE (SD -3) 1® 4" PARKING STALL STRIPING (TYP) 2� DOUBLE DRIVE-THRU "ARROW" MARKING - COLOR: YELLOW (SD -3) 2© 4" DIAGONAL PAINTED ISLAND AT DRIVE-THRU - COLOR: YELLOW ® DIRECTIONAL RAMP (SD -4) 0 CONCRETE RETAINING WALL VICINITY MAP N.T.S. I GENERAL NOTES J 1. Bases, anchor bolts, conduit, and wiring for all signs are by the General Contractor. 2. 3/4' empty conduit to locations shown at the lot perimeter for lot lighting is by the General Contractor. Lighting fixtures, bases, poles, conduit, and wiring are by the General Contractor. 3. Lot lighting concrete footings to conform with the soils report recommendations for this particular site. 4. Bases for flagpoles are by the General Contractor. Anchor bolts are by the flagpole supplier. General Contractor shall coordinate with flag pole supplier prior to construction. 5. The Contractor shall coordinate with all utility companies to determine exact point of service connection at existing utility. Refer to the building electrical and plumbing drawings for utility service entrance locations, sizes, and circuiting. 6. General Contractor must provide exact "as built" information upon completion. 7. All elevations shown are in reference to the benchmark and must be verified by the General Contractor at groundbreak. 8. Curb elevations shall be 6" above finish pavement unless noted otherwise. 9. All landscape areas shall be rough graded to 6" below top of all walks and curbs. Finished grading, landscaping and sprinkler systems are by the Owner I Operator. 10. It is strongly recommended that no contractual agreements of any kind be signed prior to receiving and thoroughly reviewing all approvals from all of the regulatory authorities having jurisdiction over this project. 11. Due to the nature of the work, all dimensions shown shall be considered approximate. Contractor shall field verify all dimensions prior to beginning construction. Shop drawings shall be submitted to the Architect and/or Engineer for approval prior to fabrication or installation of any item. Failure to adhere to this procedure shall place full responsibility for any errors directly upon the Contractor. 12. Sidewalks around building shall have same subgrade preparation as building foundation. 13. All materials and construction within easements and R.O.W. shall conform to all governing authorities' jurisdictional standard construction details and specifications. 14. Topographic information taken from a Topographic Survey performed by JPH Land Surveying, Inc. The Contractor shall notify the Engineer immediately, In writing, of any discrepancies or omissions to the topographic information. The Contractor(s) shall be responsible for confirming the location (horizontaVvertical) of any buried cables, conduits, pipes, and structures (storm sewer, sanitary sewer, water, gas, television, telephone, etc.) which impact the construction site. The Contractor(s) shall notify the Owner and Engineer if any discrepancies are found between the actual conditions versus the data contained in the construction plans. Any cost incurred as the result of not confirming the actual location (horizontauvertical) of said cables, conduits, pipes, and structures shall be borne by the Contractor. Additionally, the Contractors) shall notify the Owner and Engineer if any errors or discrepancies are found on the Construction documents (ps&e), which negatively impact the project. The Engineer and Owner shall be indemnified of problems and/or cost which may result from Contractor's failure to notify Engineer and Owner. 15. McDonald's reserves the right to request a compaction and/or a core sample. If tests prove correct, per the soils report, tests will be at the expense of McDonald's, otherwise G.C. will be charged. 16. Contractor shall comply to the fullest extent with the latest standards of OSHA directives or any other agency having jurisdiction for excavation and trenching procedure. Contractor shall use support systems, sloping, benching, or other means of protection, including but Is not limited to, access and egress from all excavation and trenching. Contractor is responsible to comply with performance criteria for OSHA. 1-hY IIVO J1 ......... OONINAGIUN IVDIUI NOTE: PROFESSIONAL SERVICE ALL PAVING AND SUBGRADE INDUSTRIES, SPECIFICATIONS TO COMPLY WITH E , INC.IN GEOTECHNICAL REPORT PREPARED BY'. AUGUST AUGUST NO. 0502433 ASPHALT PAVEMENT RECOMMENDATIONS — BASE BID PAVEMENT MATERIALS LIGHT DUTY HEAVY DUTY 1" 3 4 2 ASPHALT SURFACE COURSE 2" 2" 6" SOIL CEMENT BASE S" 10 CRUSHED STONE BASE BITUMINOUS BLACK)BASE CONCRETE PAVEMENT RECOMMENDATIONS —ALTERNATE BID PAVEMENT MATERIALS LIQI DUTY HEAVE DUTY INDUSTRIAL DUTY PORTLAND CEMENT CONCRETE PVMT 6° 4„ 6" GRANULAR SUB -BASE 4" PAVEMENT NOTES', SERDE PREPARATION VICEOINDUSTRIES, ON ,IINC REPORT NO.05024DA71ONS IN THE GEOTECHNICAL I33EDAN D L REPORT PREPARED BY PROFESSIONAL AUGUST 1, 2011 2. THE PROPOSED BUILDING AND PAVEMENT AREAS SHALL BE STRIPPED OF TOPSOIL, VEGETATION, OTHER DELETERIOUS MATERIAL. EXCAVATIONS CREATED BY THE TREES, ROOTS, SOFT SOILS, AND REMOVAL OF TREES AND STUMPS SHALL BE BACKFILLED WITH SOILS COMPACTED TO A MINIMUM SOIL DENSITY OF 95% OF THE STANDARD PROCTOR TEST (ASTM 698). SOILS, THE SUBGRADE SURFACE SHALL BE SCARIFIED A MINIMUM OF 8", 3. PRIOR TO PLACING FILL OO RECOMPACTED TO 95% OF THE T, AND SLLED, MINIMUMCOMPACTED TO A A MINIMUM 7OF THE S PROCTORTANDARD STANDARD YEILD NG AREAS SHALBE UNDERCUT PROCTOR EST AND PROOF -ROLLED AGAIN. FILL COMPOSED OF A MAXIMUM PARTICLE SIZE OF 3 INCHE 4. ALL FILL MATERIAL SHALL BE STRUCTURAL BE RELATIVELY WELL GRADED, HAVE A LIQUID LIMIT OF LESS THAN 45, A PLASTICITY INDEX OF LESS OTHERE MATERIAL.ILL SOILS SHALL BE ORGANIC AND OF OF SSTANDARD THAN 25 AND SHALL PLACED N MAXIMUM BE LIE5 S AAND COMPAC ED TO A MINIMUM DENSITY OF PROCTOR TEST WITHIN 3 PERCENTAGE POINTS BELOW TO PERCENTAGE POINTS ABOVE OPTIMUM EXTEND BEYOND THE PERIMETER OF PAVEMENT A DISTANCE EQUAI MOISTURE CONTENT. FILL SHALL TO THE HEIGHT OF THE FILL OR 3 FEET, WHICH EVER IS GREATER. 5, PORTLAND CEMENT CONCRETE PAVEMENT SHALL CONSIST OF A MINIMUM 3500 PSI, 28 -DAY CONCRETE WITH #3 BARS AT 18" CENTERS EACH WAY. THE CONCRETE COMPRESSIVE STRENGTH PAVEMENT SHALL BE UNDERLAIN BY A MINIMUM OF 4" OF ROCK BASE COMPACTED TO A DENSITY OF E OF THE STANDARD PROCTOR TEST, 6, ALL PAVEMENT MATERIALS AND CONSTRUCTION PROCEDURES SHALL CONFORM TO ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT GUIDELINES AND/OR COUNTY REQUIREMENTS AND THESE CONSTRUCTION DOCUMENTS WHICHEVER IS MORE STRINGENT. SURVEY INFORMATION �;gSICN 1 PREPARED BY: I (j���vt� BC 0 R � � �, 807JPH LAN SURVEYING,t� NET DRIVE SUI E C ����"� iT' ') KELLER, TX 76246 p�pC \C1 INF L (817)431-4971 ,PfOSE PLAN SCAI� ' „=2 D9 AD5 �� k R-ESTA' NT STREET ADDRESS CHENAL PARKWAY AND LA GRAND CITY STATE LITTLE ROCK ARKANSAS COUNTY: SURVEY: ABSTRACT NO. PULASKI UC NUMBER CORPORATE DWG. NAME 003-020 SITE PLAN