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HomeMy WebLinkAboutZ-5936-K Map 3S31 °38'39"E 35.60' D=5.6287 L=27.574, R=27 N LU u`r3 I G' THIS PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. IN 17 ® 9 TRASH NP) 9 o ENCLOSE 19 �yPl m a� 12 SR dQ 14 18 '� 10 80' 13 S• K2UR ~ 9 O 18' 38-101 +5 +5 BUILDING � 12 4,218 S,F.15F.F.E. 527.25 -1 IT 13,-24' 0 15,- LJ O 5 O 0 NeA-A18 em © 21 16 14 J 13 MINN. 14 / 1 a THRU 1 z .Q 19 Q\ aR 1 e THRU 6 11 30 `D A Q 15R 31' f 12 10 O- h 2'R ZIP +I NOTICE TO CONTRACTOR 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL BUILDING PLANS FOR EXACT LOCATION AND ORIENTATION OF EXTERIOR DOORS. 2. TRASH ENCLOSURE FINISH TO MATCH BUILDING. REFER TO SHEET TE -1 FOR FOUNDATION DESIGN. 3. LOCATION OF I.D. SIGN IS APPROXIMATE. IT IS THE RESPONSIBILITY OF THE SIGN CONTRACTOR TO VERIFY COMPLIANCE WITH SET -BACK, SIZEIHEIGHT AND RELATED ZONING REQUIREMENTS PRIOR TO SETTING. 4. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. BENCHMARK DESCRIPTION 1. BENCHMARK: NORTH RIM OF A DRAINAGE MANHOLE WHICH HIES S1W 19'W, 61.8 FEET FROM THE SOUTH WEST CORNER OF SUBJECT PROPERTY. BENCHMARK DATA PROVIDED BY WHITE-DATERS & ASSOCIATES, INC., LITTLE ROCK, ARKANSAS. ELEVATION = 522.28' NAVD88 2. T.B.M.- TEMPORARY BENCHMARK: = FOUND COTTON GIN SPINDLE IN ASPHALT AT THE SOUTHWEST CORNER OF SUBJECT PROPERTY. ELEVATION = 523.65' NAVD88 iT Co W N LO LO 1i STANDARD ACCESSIBILITY REQUIREMENTS PARKING: OACCESSIBLE 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. CURB RAMPS: © 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 BOTTOM OF RAMP. HANDRAIL SHALL NOT DIMINISH THE CLEAR AREA REQUIRED FOR TOP AND BOTTOM LANDINGS SERVING THE RAMPS, ORAMPS SHALL CONTAIN A TRUNCATED DOME SURFACE ARRANGED SO THAT WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE AND MUST CONTRAST SIGNIFICANTLY TO DISTINGUISH IT FROM ADJACENT SURFACES - (OR PAINT STRIPE) I� BOTTOM LANDINGS FOR RAMPS SERVING REQUIRED EXITS SHALL BE 5'-1)" LONG X 5'4r WIDE MINIMUM. © RAMPS SHALL NOT EXCEED A 1:12 SLOPE SIDEWALKS AND ACCESSIBLE ROUTES: OSIDEWALKS MUST BE AT LEAST 36" WIDE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:50 (2%) OLONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:20 (5%) 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#: 1-800-937-7671 VICINITY MAP i ,� 6 N.T.S. [ Of GENERALNOTES Yj7 v d a 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 J any other agency having jurisdiction for excavation and trenching procedure. Contractor Contractor. Lighting fixtures, bases, pales, conduit, and wiring are by the General $ 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 Contractor. as��_ responsible to comply with performance criteria for OSHA. JU 3. Lot lighting concrete footings to conform with the soils report recommendations for this particular site. i i A 4. Bases for flagpoles are by the General Contractor. Anchor bolts are by the flagpole VERIFY IMCDONALOASPHALT. ® CONCRETE:® s: PAVING SPECIFICATION Z w JrWS 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 CONT0.ACTOR TO BID: ASPHALT: CM CONCRETE',CM 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 comp lation. O 7. All elevations shown are in reference to the benchmark and must be verified by the 00 General Contractor at groundbreak. W a. Curb elevations shall be 6" above finish pavement unless noted otherwise. SPECIFICATIONS TO COMPLY WITH INDUSTRIES, INC. 9. All landscape areas shall be rough graded to 6" below top of all walks and curbs. Finished VI grading, landscaping and sprinkler systems are by the Owner / Operator. GEOTECHNICAL REPORT PREPARED BY: AUGUST 1, 2011 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 PROJECT N0.0502433 having jurisdiction over this project. y a E E Q �yt $$¢ V 7 11. Due to the nature of the work, all dimensions shown shall be considered approximate. ASPHALT PAVEMENT RECOMMENDATIONS - BASE BID Contractor shall field verify all dimensions prior to beginning construction. Shop drawings ASPHALT SURFACE COURSE 2" 2" V 3" 4" 2" shell be submitted to the Architect and/or Engineer for approval prior to fabrication or CUMINOU STOACK)BA - S" - 10" installation of any item. Failure to adhere to this procedure shall place full responsibility for CONCRETE PAVEMENT RECOMMENDATIONS -ALTERNATE BID any errors directly upon the Contractor. POR CEMENT CONCRETE PVMT 5" 6" 7" LANDS 12. Sidewalks around building shall have same subgrade preparation as building foundation. ?AVE ENT NOTES, 1. PAVEMENT AND SUSGRADE PREPARATION BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL1. REPORT PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC. REPORT NO. 0502433, DATED 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 AUGUST 1, 2011 2. THE PROPOSED BUILDING AND PAVEMENT AREAS SHALL BE STRIPPED OF TOPSOIL, VEGETATION, Surveying, Inc. The Contractor shall notify the Engineer immediately, in writing, of any w= discrepancies or omissions to the topographic information. The Contractor(s) shall be responsible for confirming the location (horizontaVverUcal) 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 REMOVAL OF TREES AND STUMPS SHALL BE BACKFILLED WITH SOILS COMPACTED TO A MINIMUM SOIL 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 8, (horizontaVvertical) of said cables, conduits, pipes, and structures shall be borne by the Contractor. Additionally, the Contractor(s) shall notify the Owner and Engineer if any errors z - or discrepancies are found on the construction documents (ps&e), which negatively impact o - 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. F 0 a 15. McDonald's reserves the right to request a compaction and/or a core sample. If tests prove i ,� 6 correct, per the soils report, tests will be at the expense of McDonald's, otherwise G.C. will [ Of be charged. Yj7 v d a 16. Contractor shall comply to the fullest extent with the latest standards of OSHA directives or No J 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 as��_ responsible to comply with performance criteria for OSHA. JU (� r- i i A VERIFY IMCDONALOASPHALT. ® CONCRETE:® s: PAVING SPECIFICATION Z w JrWS if r o N CONT0.ACTOR TO BID: ASPHALT: CM CONCRETE',CM NOTE: Q O ALL PAVING AND SUBGRADE PROFESSIONAL SERVICE 00 C W WL61 SPECIFICATIONS TO COMPLY WITH INDUSTRIES, INC. VI n GEOTECHNICAL REPORT PREPARED BY: AUGUST 1, 2011 , v1 PROJECT N0.0502433 p y a E E Q �yt $$¢ V 7 ASPHALT PAVEMENT RECOMMENDATIONS - BASE BID PAVEMENT MATERIALS LIGHT DUTYHEAVY DUTY ASPHALT SURFACE COURSE 2" 2" V 3" 4" 2" SOIL CEMENT BA5E 1 6.- CUMINOU STOACK)BA - S" - 10" BITUMINOUS BLACK BASE - - 4" - - 6" CONCRETE PAVEMENT RECOMMENDATIONS -ALTERNATE BID PAVEMENT MATERIALS LIGHT DUTY HEAVY DUTY I INDUSTRIAL DUTY POR CEMENT CONCRETE PVMT 5" 6" 7" LANDS GRANULAR SUB -BASE 4° 4" 6" ?AVE ENT NOTES, 1. PAVEMENT AND SUSGRADE PREPARATION BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL1. REPORT PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC. REPORT NO. 0502433, DATED AUGUST 1, 2011 2. THE PROPOSED BUILDING AND PAVEMENT AREAS SHALL BE STRIPPED OF TOPSOIL, VEGETATION, 8 TREES, ROOTS, SOFT SOILS, AND OTHER DELETERIOUS MATERIAL. EXCAVATIONS CREATED BY THE REMOVAL OF TREES AND STUMPS SHALL BE BACKFILLED WITH SOILS COMPACTED TO A MINIMUM SOIL p - JG DENSITY OF 95% OF THE STANDARD PROCTOR TEST (ASTM 698). Ir 3. PRIOR TO PLACING FILL SOILS, THE SUBGRADE SURFACE SHALL BE SCARIFIED A MINIMUM OF 8", COMPACTED TO A MINIMUM DENSITY OF 95% OF THE STANDARD PROCTOR TEST, AND PROOF -ROLLED. YEILDING AREAS SHALL BE UNDERCUT A MINIMUM 12", RECOMPACTED TO 95% OF THE STANDARD ^O Y PROCTOR TEST AND PROOF -ROLLED AGAIN.O Z N V� N 4. ALL FILL MATERIAL SHALL BE STRUCTURAL FILL COMPOSED OF A MAXIMUM PARTICLE SIZE OF 3INCHES, B. W W Y N p BE RELATIVELY WELL GRADED, HAVE A LIQUID LIMIT OF LESS THAN 45, A PLASTICITY INDEX OF LESS Z THAN 25 AND SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIAL. FILL SOILS SHALL BE o PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE STANDARD PROCTOR TEST WITHIN 3 PERCENTAGE POINTS BELOW TO 2 PERCENTAGE POINTS ABOVE OPTIMUM MOISTURE CONTENT. FILL SHALL EXTEND BEYOND THE PERIMETER OF PAVEMENT DISTANCE EQUAL -O THE HEIGHT OF THE FILL OR 3 FEET, WHICH EVER IS GREATER. PORTLAND CEMENT CONCRETE PAVEMENT SHALL CONSIST OF A MINIMUM 3500 PSI, 28 -DAY COMPRESSIVE STRENGTH CONCRETE WITH #3 BARS AT 18" CENTERS EACH WAY, THE CONCRETE PAVEMENT SHALL BE UNDERLAIN BY A MINIMUM OF 4" OF ROCK BASE COMPACTED TOA DENSITY OF 98% OF THE STANDARD PROCTOR TEST, _ f 6. ALL PAVEMENT MATERIALS AND CONSTRUCTION PROCEDURES SHALL CONFORM TO ARKANSAS LJ HIGHWAY AND TRANSPORTATION DEPARTMENT GUIDELINES AND/OR COUNTY REQUIREMENTS AND LJ THESE CONSTRUCTION DOCUMENTS WHICHEVER IS MORE STRINGENT. (- SURVEYINFORMATION PREPARED BY: LEGAL DESCRIPTION JPH LAND SURVEYING, INC. LOT 2 OF THE PLAT OF LOTS 1 R, 2-8,911 0 X Z 807 BLUEBONNET DRIVE, SUITE C 10& 11, TRACT�`���i',�!SSt6N Z z j C7 KELLER. TX 76248 CFiP� �1,�!$LLEY'' ,,;\v�iCJ O C7 (817) 431.4971 v1 P1',A,' • jNc `-"7h q Q ° �51,.7N E ZZZ Q \ J `W PLAN SCAL _` PR2VS ': r.\ t1tV1�`�' t� � RESTAURA' ��� STREET AD WS CHENAL PARKWAY AND LA GRANDE CITY STATE LITTLE ROCK ARKANSAS COUNTY: SURVEY: ABSTRACT NO. P LIC NUMBER CORPORATE DWG. NAME 003-020 SITE PLAN CO i 3 Of vNiz W d a + No as��_ JU (� r- i Z Z w JrWS o N O r 0 00 C W WL61 O r N n o v1 0 003-0320.00.1 C3.0 x N