Loading...
HomeMy WebLinkAboutZ-5936-K Map 5S31038'39"E 35.60' /;�a A THIS PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. R01 �R 14© 16 THRU D=5.6287 L=273.574, R=27 �!J 1s •,�LU i�ii/III�VI I\\ // TRASH ®p 1 ENCLOSE TYP)Ql N 12% 14 14 1 bo 2 1 1 2 18 �r 13 80' / 15 r 9 O > 1 38-101 +5 +5 BUILDING � 15 4,218 S.F. J 20'R F.F.E. 527.25 24' 16- 21 5'-21 16 18 crn 14 bo 14 14 13 DRIVE19 S Q\ ?q 16 jyRil g © 31' 12 � (0) 6 1 15 12 12 13 10' 2'R NOTICE TO CONTRACTOR 1. CONTRACTOR ARCHITECTURAL BUILDING FOR EXACT LOCATION AND ORIENTATION OF EXTERIORDOOS 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 SIZE/HE GHT AND CONTRACTOR ELATED ZONINGVERIFY REQUIREMENTS CE I TS PRIOR SET-BACK BACK, O SETTING. 4. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. C<T to Z W N a r Z r STANDARD ACCESSIBILITY REQUIREMENTS PARKING NORTH rI uirzuoiuF. 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 PHM: 1-800-937-7671 ®ACCESSIBLE PARKING SPACES SHALL BE A MIN. 98" WIDE WITH A MAXIMUM z i SLOPE OF 2% (IN ALL DIRECTIONS) 3 x OEACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. AT LEAST ONE Ln SUSPENDED) SPACE MUST HAVE AN ADDITIONAL SIGN "VAN-ACCESSISLE" MOUNTED BELOW SIGNS SHALL BE LOCATED 60" (MIN.) ABOVE THE THE SYMBOL OF ACCESSIBILITY. ADJACENT PAVED SURFACE TO BOTTOM OF TEXT. Q ©ALL ACCESS AISLES SERVING H.C. PARKING SPACES SHALL BE 80' WIDE MINIMUM AND 96" WIDE MINIMUM FOR VAN DESIGNATED SPACES. ALL BUILDINGS SHALL NtlPTH N c 0 CONTAIN AT LEAST ONE VAN ACCESSIBLE SPACE. fJ CURB RAMPS: ORAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE SIDE34' AND IT BEYOND � OF RAMP.. HrEEN THE CLEAR HANTHETOPAND BOTTOM AANDRAIL SHALLBNOT DIMMIN HO FOR TOP AND BOTTOM LANDINGS SERVING THE RAMPS. BENCHMARK DESCRIPTION AREA REQUIRED tiyaJl rn Lu RAMPS SHALL CONTAIN A TRUNCATED DOME SURFACE ARRANGED SO THAT WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING H RIM OF A DRAINAGE 1. BENCHMARK: NORTHOF -I- CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE AND MUST CONTRAST SIGNIFICANTLY TO DISTINGUISH IT FROM ADJACENT SURFACES - (OR PAINT 61,8FEETFROM p STRIPE) THE SOUTH WEST CORNER OF SUBJECT PROPERTY. BENCHMARK DATA PROVIDED BY WHITE-DATERS & © MINIMUMQR RAMPS SERVING REQUIRED EXITS SHALL BE 5'-0" LONG ASSOCIATES, INC., LITTLE ROCK, ARKANSAS. 0 X 5'-0' WIDE ELEVATION = 522.28' NAVD88 © RAMPS SHALL NOT EXCEED A 1:12 SLOPE 2. T.B.M.-TEMPORARY BENCHMARK: =FOUND rrZ�� J re SIDEWALKS AND ACCESSIBLE ROUTES'. COTTON GIN SPINDLE IN ASPHALT AT THE O SIDEWALKS MUST BE AT LEAST 36" WIDE CROSS SLOPE SHALL NOT EXCEED 1.50 (2%) SOUTHWEST CORNER OF SUBJECT PROPERTY. 00 SIDEWALK ELEVATION = 523.65' NAVD88 {_ LONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE'.) H N SHALL NOT EXCEED 1:20 (5%) NORTH rI uirzuoiuF. 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 PHM: 1-800-937-7671 IIIN 6 7 2 The Contractor shall coordinate witn all uanry compel I c5 "v service connection at existing utility. Refer to the building electrical and plumbing drawings for utility service entrance locations, sizes, and circuiting. General Contractor must provide exact "as built" information upon completion. All elevations shown are in reference to the benchmark and must be verifed by the General Contractor at groundbreak. Curb elevations shall be 6" above finish pavement unless noted otherwise. All landscape areas shall be rough graded to 6" below tap of a0 walks and curbs. Finished grading, landscaping and sprinkler systems are by the Owner / Operator, 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. 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. 2, Sidewalks around building shall have some subgrade preparation as building foundation, 3. All materials and construction within easements and R.O.W. shall conform to all governing authorities' jurisdictional standard construction details and specifications. 4. Topographic information taken from a Topographic Survey performed by JPH Land Surveying, Inc. The Contractor shall notify the Engineer information. The Cotntractor(s) shall be ng. of any discrepancies or omissions to the topographic responsible for confirming the location (horizontal(vertieal) 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 9 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 (horizonteUverticel) of said cables, conduits, pipes, and structures shall be borne by the 2 Contractor. Additionally, the Contractor(s) shall notify the Owner and Engineer H any errors n or discrepancies are found on the construction documents (ps&e), which negatively impact the project. The Engineer and Owner shall be indemnified of problems andlor cost which t'i E -or and Owner may result from Contractors failure ton y ng n 3 15. McDonald's reserves the right to request a compaction and/or a core sample. If tests prove R correct, per the soils report, tests will be at the expense of McDonald's, otherwise G.C. will be charged.J 16. Contractor shall comply to the fullest extent with the latest standards of OSHA directives or .w any other agency having jurisdiction for excavation and trenching procedure. Contractor e shall use support systems, sloping, benching, or other means of protection, including but s is not limited to, access and egress from all excavation and trenching. Contractor responsible to comply with performance criteria for OSHA. d ! b VERIFY WI MCDONAUD'S: ASPHALT: CONCRETE', OM PAVING SPECIFICATION CONTRACTOR TOsIo: ASPHA T: CONCRETE: Cc is LOTE: PROFESSIONAL SERVICE 1� i5 LL PAVING AND SUB OMPLY WITH INDUSTRIES, INC. RADE PECIFICATIONS To AUGUST 1, 2011 .}� ■r 6 ' EOTECHNICAL REPORT PREPARED BV' PROJECT NO. 0502433 V i�ri ASPHALT PAVEMENT RECOMMENDATIONS —BASE BID LIGHT DUTY HEAVY DUTY i PAVEMENT MATERIALS ASPHALT SURFACECDURSE 2 O g SOIL CEMENT BASE 8„ B' 10" � ■ CRUSHED STONE BASE 4„ 6" .w BITUMINGUS DLACK BASE - CONCRETE PAVEMENT RECOMMENDATIONS—ALTERNATE BID I + ! PAVEMENT MATERIALS LIGHT OUTY _ HEAV6 DUTY INDUSTRIAL DUTY o �V l gir PORTLAND CEMENT CONCRETE PVMT GRANULAR SUBBASE PAVEMENT NOTES. 1. PAVEMENT AND SUBGRADE PREPARATION BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL w REPORT PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC. REPORT NO. 0502433, DATED 2. THE PROPOSED BUILDING AND PAVEMENT AREAS SHALL BE STRIPPED OF TOPSOIL, AUGUST 1, 2011 VEGETATION, 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 DENSITY OF 95% OF THE STANDARD PROCTOR TEST (ASTM 898). 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 W N 0 N 4 PROCTOR TEST AND PROOF -ROLLED AGAIN. 2 W cc 4. ALL FILL MATERIAL SHALL BE STRUCTURAL FILL COMPOSED OF A MAXIMUM PARTICLE SIZE OF 3 INCHES, LU BE RELATIVELY WELL GRADED, HAVE A LIQUID LIMIT OF LESS THAN 45, A PLASTICITY INDEX OF LESS v_1 2 a p THAN 25 AND SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIAL. FILL SOILS SHALL BE 0 r+�� p 0 PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE STANDARD VCf PROCTOR TEST WITHIN 3 PERCENTAGE POINTS BELOW TO 2 PERCENTAGE POINTS ABOVE OPTIMUM MOISTURE CONTENT. FILL SHALL EXTEND BEYOND THE PERIMETER OF PAVEMENT A DISTANCE EQUAL TO THE HEIGHT OF THE FILL OR 3 FEET, WHICH EVER IS GREATER. S. 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 TO A DENSITY OF 98% OF THE STANDARD PROCTOR TEST. 6. ALL PAVEMENT MATERIALS AND CONSTRUCTION PROCEDURES SHALL CONFORM TO ARKANSAS W HIGHWAY AND TRANSPORTATION DEPARTMENT GUIDELINES AND/OR COUNTY REQUIREMENTS AND LLJ THESE CONSTRUCTION DOCUMENTS WHICHEVER IS MORE STRINGENT. � U SURVEY INFORMATION � PREPARED BY: LEGAL DESCRIPTION ro W JPH LAND SURVEYING, INC. LOT 2 OF THE PLAT 010 z 807 BLUEBONNET DRIVE, SUITE C P1ISA,LC�'� �hDH\rJN Z Q O KELLER, TX .C= RO"< \cGV p 0 v> 33 (817)431-4971 J Q J W PLAN SCA(W.)V'r , yet .\ 4: P 4FD ' . ; W } RESTAL�W�{,%' STREET AD0b%t CHENAL PARKWAY AND LA GRANDE CITY STATE LITTLE ROCK ARKANSAS COUNTY: SURVEY: ABSTRACT NO. PULASKI L/C NUMBER CORPORATE DWG. NAME 003-020 SITE PLAN M I z i rn 3 x J Ln Q '1- m NtlPTH N c 0 a fJ qz� � � � O tiyaJl rn Lu �.. u) -I- p Lu F aEJ, E 0 r r O a— rrZ�� J re J IFW- UJ o M O a 0 00 W A% ro {_ O H N M0 0 SITE 0 003-0320.00.1 V (n C3.0 C VICINITY MAP N.T.S. GENERALNOTES 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. IIIN 6 7 2 The Contractor shall coordinate witn all uanry compel I c5 "v service connection at existing utility. Refer to the building electrical and plumbing drawings for utility service entrance locations, sizes, and circuiting. General Contractor must provide exact "as built" information upon completion. All elevations shown are in reference to the benchmark and must be verifed by the General Contractor at groundbreak. Curb elevations shall be 6" above finish pavement unless noted otherwise. All landscape areas shall be rough graded to 6" below tap of a0 walks and curbs. Finished grading, landscaping and sprinkler systems are by the Owner / Operator, 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. 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. 2, Sidewalks around building shall have some subgrade preparation as building foundation, 3. All materials and construction within easements and R.O.W. shall conform to all governing authorities' jurisdictional standard construction details and specifications. 4. Topographic information taken from a Topographic Survey performed by JPH Land Surveying, Inc. The Contractor shall notify the Engineer information. The Cotntractor(s) shall be ng. of any discrepancies or omissions to the topographic responsible for confirming the location (horizontal(vertieal) 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 9 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 (horizonteUverticel) of said cables, conduits, pipes, and structures shall be borne by the 2 Contractor. Additionally, the Contractor(s) shall notify the Owner and Engineer H any errors n or discrepancies are found on the construction documents (ps&e), which negatively impact the project. The Engineer and Owner shall be indemnified of problems andlor cost which t'i E -or and Owner may result from Contractors failure ton y ng n 3 15. McDonald's reserves the right to request a compaction and/or a core sample. If tests prove R correct, per the soils report, tests will be at the expense of McDonald's, otherwise G.C. will be charged.J 16. Contractor shall comply to the fullest extent with the latest standards of OSHA directives or .w any other agency having jurisdiction for excavation and trenching procedure. Contractor e shall use support systems, sloping, benching, or other means of protection, including but s is not limited to, access and egress from all excavation and trenching. Contractor responsible to comply with performance criteria for OSHA. d ! b VERIFY WI MCDONAUD'S: ASPHALT: CONCRETE', OM PAVING SPECIFICATION CONTRACTOR TOsIo: ASPHA T: CONCRETE: Cc is LOTE: PROFESSIONAL SERVICE 1� i5 LL PAVING AND SUB OMPLY WITH INDUSTRIES, INC. RADE PECIFICATIONS To AUGUST 1, 2011 .}� ■r 6 ' EOTECHNICAL REPORT PREPARED BV' PROJECT NO. 0502433 V i�ri ASPHALT PAVEMENT RECOMMENDATIONS —BASE BID LIGHT DUTY HEAVY DUTY i PAVEMENT MATERIALS ASPHALT SURFACECDURSE 2 O g SOIL CEMENT BASE 8„ B' 10" � ■ CRUSHED STONE BASE 4„ 6" .w BITUMINGUS DLACK BASE - CONCRETE PAVEMENT RECOMMENDATIONS—ALTERNATE BID I + ! PAVEMENT MATERIALS LIGHT OUTY _ HEAV6 DUTY INDUSTRIAL DUTY o �V l gir PORTLAND CEMENT CONCRETE PVMT GRANULAR SUBBASE PAVEMENT NOTES. 1. PAVEMENT AND SUBGRADE PREPARATION BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL w REPORT PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC. REPORT NO. 0502433, DATED 2. THE PROPOSED BUILDING AND PAVEMENT AREAS SHALL BE STRIPPED OF TOPSOIL, AUGUST 1, 2011 VEGETATION, 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 DENSITY OF 95% OF THE STANDARD PROCTOR TEST (ASTM 898). 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 W N 0 N 4 PROCTOR TEST AND PROOF -ROLLED AGAIN. 2 W cc 4. ALL FILL MATERIAL SHALL BE STRUCTURAL FILL COMPOSED OF A MAXIMUM PARTICLE SIZE OF 3 INCHES, LU BE RELATIVELY WELL GRADED, HAVE A LIQUID LIMIT OF LESS THAN 45, A PLASTICITY INDEX OF LESS v_1 2 a p THAN 25 AND SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIAL. FILL SOILS SHALL BE 0 r+�� p 0 PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE STANDARD VCf PROCTOR TEST WITHIN 3 PERCENTAGE POINTS BELOW TO 2 PERCENTAGE POINTS ABOVE OPTIMUM MOISTURE CONTENT. FILL SHALL EXTEND BEYOND THE PERIMETER OF PAVEMENT A DISTANCE EQUAL TO THE HEIGHT OF THE FILL OR 3 FEET, WHICH EVER IS GREATER. S. 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 TO A DENSITY OF 98% OF THE STANDARD PROCTOR TEST. 6. ALL PAVEMENT MATERIALS AND CONSTRUCTION PROCEDURES SHALL CONFORM TO ARKANSAS W HIGHWAY AND TRANSPORTATION DEPARTMENT GUIDELINES AND/OR COUNTY REQUIREMENTS AND LLJ THESE CONSTRUCTION DOCUMENTS WHICHEVER IS MORE STRINGENT. � U SURVEY INFORMATION � PREPARED BY: LEGAL DESCRIPTION ro W JPH LAND SURVEYING, INC. LOT 2 OF THE PLAT 010 z 807 BLUEBONNET DRIVE, SUITE C P1ISA,LC�'� �hDH\rJN Z Q O KELLER, TX .C= RO"< \cGV p 0 v> 33 (817)431-4971 J Q J W PLAN SCA(W.)V'r , yet .\ 4: P 4FD ' . ; W } RESTAL�W�{,%' STREET AD0b%t CHENAL PARKWAY AND LA GRANDE CITY STATE LITTLE ROCK ARKANSAS COUNTY: SURVEY: ABSTRACT NO. PULASKI L/C NUMBER CORPORATE DWG. NAME 003-020 SITE PLAN M I z i rn 3 x J Ln Q '1- m I` N c 0 a fJ U-� � � O tiyaJl rn Lu �.. u) -I- p Lu F aEJ, E r r O a— rrZ�� J re J IFW- UJ o M O 0 00 W A% ro {_ O H N M0 rn 0 003-0320.00.1 C3.0