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Z-8610 Map 1Edge of Asphalt 125.00' Dd.) - mY 3,479 Square Fee 0.0798 Acres rat caw xUP �a- o; LP 4 Proposed 20' Driveway/ 20' -� Development Area/Utittly Ease. TR IRA 45 CONSTRUCTION SCHEDULE MARK MARK DESCRIPTION MARK MARK DESCRIPTION 1O 6"X6" CONCRETE VERTICAL CURB 17 IRRIGATION WATER METER O6"X6" MONOLITHIC CURB AND GUTTER 18 BACK FLOW PREVENTION DEVICE OREINFORCED CONCRETE SIDEWALK 19 PROPOSED FIRE HYDRANT ® NOTUSED 20 GREASE INTERCEPTOR OH.C. ACCESS RAMP @ 1:12 MAX. SLOPE WITH WARNING SURFACE 21 NOT USED © HANDICAP ACCESSIBLE ROUTE 22 EXISTING FIRE HYDRANT OHANDICAP ACCESSIBLE SIGN (POLE MOUNTED) 23 PRE TREAT FOR TERMITE CONTROL OCONCRETE WHEEL STOP 24 EXISTING POLE MOUNT TRANSFORMER O9 GUARD POST 25 POWER POLE 10 6' LONG HANDRAIL @ INGRESS/EGRESS DOOR (SD4) 26 DETECTOR LOOP (LOCATION TO BE APPROVED BY McDONALD'S) IS,LIGHT POLE AND FIXTURE(S) 27 LANDSCAPE FINISH GRADE 1" BELOW TOP OF CURB IN ALL LAWN AREAS AND 2" BELOW TOP OF CURB IN ALL BED AREAS 12 FLAG POLE 28 TRANSITION CURB 13 PROPOSED McDONALD'S ROAD SIGN (MONUMENT) 29 NOT USED 14 PROPOSED McDONALD'S DIRECTIONAL SIGN 30 PROPOSED SANITARY SEWER MANHOLE 15 PROPOSED ROOF DRAIN LOCATION 31 FDC - FIRE DEPARTMENT CONNECTION 16 DOMESTIC WATER METER I I I I Vie) I I I I I � Z_ I l -DETAIL- Not to Scale UNE TABLE UNE TABLE BEARING LENGTH U S00'31'39"E 9.52' Colc. 1_2 1,189'3416"W 0.62' Dd. 1_3 S00'31'39"E 116.10' Dd. 1_4 N8933'50"W 3.80' Dd. L5 S00'39'57"E 50.03' Dd. 1_6 148917'04"W 5.D9' Dd. 1_7 NO1'57'27"E 50.01' Calc. 50.03' Dd. 1.8 S89'33'50"E 2.80' Dd. L9 N8948'47"W 61.00' L10 N00'11'13'E 38.00' L11 S89'48'47"E 59.85' L12 SOt'33'00"E 38.02' 113 189'33'S0"E Jon, BENCHMARK DESCRIPTION 1. SQUARE ON BRIDGE LOCATED S85°44'39"W 2,287.25 FROM THE NORTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION = 361.00 I III Proposed 38'x61' Drive Area Ease. 2,296 Square Feet �Pd° _ 0.052E Aeres. / 11m II II II Illo II III 1 a II �I m o NIv I II N I II I L O L1 I START WALL I� 1 13 W +� - S89-56'34"W 35.01' -4' , `27W 10.E P.O.B.-Survey O ( 1 e P.O.B.-Drive Area Ease II cD 16 `SEE DETAIL I) Iq B IM W L2 II III /0ti� 20'R...18 17. IIII 2 . I ExTEND NEW 8" WATER ` 20'R AND CAP SOUTH OF a iSp . 28 .If EXISTING cl Sanitary Manhole , 27 W Z ` 3 R W _ o " 6 yA ml" . m l'l I I) AINI W. Rim=495.93 c ` ` woE o " ' 2 8 28 O lED® 113 p o II I II IIIIIII 31 � 10'R 27 IIII I II ca W.W .W.W _z 23 \ O o--- - Ira IIII 10.0 S 1 v 27 W O TART WALL II 18.0 18.0 _ 10 qp 3 ,d 6 = 120 `� ` ` ` S.D 23 38- .t 10 .t 1 BUILDING PER THE MID -TOWN DOD AT LEAST „ . .. . 28 N II II N" 2 13.0 W 60%OF THE BUILDING WALL . . . 11 eN p II_ 27,7' _ll ,9 (� o FACING UNMERSRY ` p l 26 _ .•.�y . ±4,928 S.F. AVENUE MUST BE GLASS, AND THE O °. .27 y . aJ o r II II RELOCATE EXIS ING I' 27 ` 5.0 PROPOSED EASTERN WALL FOR O 12 , I S01 0231 rW OVERHEAD w ` THIS BUILDING IS IN COMPLIANCE 6.5 30.1 18.0- UT ILITY LINE D s . I . + .'J O WfT7173%BEING GLASS. . y . LL W . + O I O (116.09' Dd.) II II UNDERGROUND LINE d I 26� 32'R \ z ' . y O 20,R - \C .`. .+ 5.0 23 10 3 .N N II II $ I 11 30'R 1'R , 20'R 10 R I II TR - - w W I .. 2 .. 15' Side Setback - 100 _ 2 1 -- - -- _ .._ >_ ., - 2 C I W 5 0 W N II II 1 N " ---- -__. O OX 'Y •v .v a •r ♦ WE EX OHE _ Xd1E ofE -. _ O _J2 4 MB'aI PBnLB o•R II II rz;we Exoa- Expo: ExOHE ex cal END WALL II II F3 Lu . " 25 . 27 ....20 R 11 2 25 4 11 MH 8SS -- 3 11 1 11 25 11 2 . W 27. P d 15' Temp rary Car (L . . . . . .. . . . .. . . .. . J�. . 7 . . . .. . 11 m a `� - - . `. ` N$9°33'S0'IyG. 321.20"Cia1Cz7 is 27. - _ L ( er )il III _ S89°33'50"E 0.01' con«tire Relainir�g Wan 1 y LL ` ` �-i"T �-i > 2- °��� 3 4 (Overall) "X°-CDt On GDnc. Wall \\ 4' Metal Fence atop Wall / (Contiguous with Bowdery) AREA U N D E' C O N STR U C T I O N (325 00' Dd) \\ . . - II II 176.40'-8" Sanita 0.28% II Found & Used Hra3x'al' ry @ _C_ I 1 LB II II P.O.B.-Proposed 50k100' Access Drive Ea?. Ex ess Ex ass \\ P.O.B.-Proposed 30k50' Ramp Constructn Area Ease. Exass; - - 01 '51'39"E 15.01' II o BUILDING CORNER TO o c _ N89°33'50"W 271.45' RELOCATE EXISTING OVERHEAD \ APPROXIMATE LOCATIO PROPERTY CORNER 128.1 `- ` - - - - �- - - - - - =, - - - 1- -- - - -' --UTLLIW-LINE 19 UNDERGROUND-LIN€- © I I OF EXISTING 8" WATER r a - - - - DUCTILE IRON PIPE 50' Sanitary Manhole I Proposed 15' Temporary 3 Proposed 30'x50' Ram Rim 491.76 I Construction Ease. J Sanitary Manhole II II - - s 35o o�D.o� p p k 8" Pipe N=488.61 Rim=505.96 II II _ ' 4,077 Square Feet Construcdon Area Ease. c 8" Pipe E=488.46 I 0.0936 Acres f. 8" Pipe W=48 .6 6 I i 8' Pipe s=aerse II II 1 .o34a Acres gll (�oV VI II III 8°1147.D91' LCaTlcL.S11� 6 9 1 I I T04"W (120.00' Dd.) 1000 R W / St Section Line - Existing 6' Centerpoint z5annary Marmots Energy ARKLA Gas Ease. Rim=506.40 Document No. 2010020688 t 8" Pipe N=495.65 \ t 8" Pipe W=495.70 63.85'-8" Sanitary @ 1.611/ a 8" Pipe S=495.60 Edge of Asphalt W . (N90"00.00"E 17_ _ _ N900 "X"-Cut on Conc. Wall _ 20.00' Found & UsedT 9 14 4 I I I I W I � I i I I � ILL J `a I 1 U o I _I �I �I �I cal w �I of 0 01 aI I IIL A 1� I�- I It III II, 111 III - CEME 0►j jv % 15' 1 MH 4SS 4 9.0 f N �o TR 15'R �7 I 27 30.0 _ 20'R 1, . jo licit-Il- f 3nlao { 4. 27 14 END 15'R 1O'R 3'R FIR Cn O J 10 30 0 20 40 SCALE: 1" = 20' THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. 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 NOTICE TO CONTRACTOR 1. TRASH ENCLOSURE FINISH TO MATCH BUILDING. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. m m ®I D CD C 57.7' Ex OHE II I �I II II II II II II II II II II �I II II II II II II II II II II II BENCHMARK: Square on Bridge ELEV: 361.00' I I 1 LL TW W (L I rn � LL LEE AVE in PARK PLAZA J m � w rc o w ST � W MARKHAM a 8 N w z PROJECT Z F wr--1 m ; W Z > NN W W at Z Z W Rp O Q EL a INTERSTATE 630 IY W U H & in ,/ 9 a 0 0 LL VICINITY MAP D NORTH N.T.S. of) GENERAL NOTES 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 wiling are by the General Contractor. p 3. Lot lighting concrete footings to conform with the soils report recommendations for this site. W p 4. Bases for flagpoles are by the General Contractor. Anchor bolts are by the flagpole supplier. Q N O General contractor shall coordinate with flag pole supplier prior to construction. p 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 locafions, sizes, and circuiting. W I ' 6. General Contractor must provide enact "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 / Operator. 10. It is strongly recommended that no contractual agreements of any kind be signed prior to THIS DOCUMENT IS RELEASED FOR receiving and thoroughly reviewing all approvals from all of the regulatory authorities having THE PURPOSE OF INTERIM REVIEW, jurisdiction over this project. AGENCY APPROVAL, AND COMMENT 11. Due to the nature of the work, all dimensions shown shall be considered approximate. UNDER THE AUTHORITY OF Contractor shall field verify all dimensions prior to beginning construction. Shop drawings shall G. ROBERT ADAMS, P.E. be submitted to the Architect and/or Engineer for approval prior to fabrication or installation of REGISTRATION No,10462, ON 06/06311 any item. Failure to adhere to this procedure shall place full responsibility for any emors THIS DOCUMENT IS NOT directly upon the Contractor. TO BE USED FOR 12. Contractor shall contact appropriate jurisdictional agencies prior to construction to confirm if CONSTRUCTION PURPOSES independent testing or inspections will be required prior to their acceptance of work. Contractor shall make necessary arrangements to insure proper testing & inspections are documented suck that work will be accepted at project completion. 13. Sitlewalks arountl building shall have same subgrade preparation as building foundation. 14, All materials and construction within easements and R.O.W. shall conform to all governing authorities'ic info information standard in a Top tion details and specifications. by 15. Topographic infortnetion taken from a Topographic Survey performed by MILLMAN SURVEYING, INC. The Contractor shall notify the Engineer immediately, in writing, of any discrepancies or omissions to the topographic information. The Contractors) shall be CIO responsible for confirming the location (horizontal/vertical) of any buried cables, conduits, n C/] pipes, and structures (storm sewer, sanitary sewer, water, gas, television, telephone, etc.) W which impact the construction site. The Contractor(s) shall notify the Owner and Engineer if Z any discrepancies are found between the actual conditions versus the data contained in the B construction plans. Any costs incurred as the result of not confirming the actual location (horizontal/vertical) of said cables, conducts, pipes, and structures shall be bome by the E-I Contractor. sAdditionally, am fn nit n t Contractors) shall notify the Owner and Engineer y any errors or Ow discrepancies are found on the construction documents (ps8e), which negatively impact the w � �I project. The Engineer and Owner shall be indemnified of problems and/or cost which may z z x result from Contractors failure to notify Engineer and Owner. UJ 16. McDonald's reserves the right to request a compaction and/or a core sample. If tests prove $ k h-t C) correct, per the soils report, tests will be at the expense of McDonald's, otherwise G.C. will be N LL 3 R! charged. 'O O XCD W w 17, Contractor shall comply to the fullest extent with the latest standards of OSHA directives oran any other agency having jurisdiction for excavation and trenching procedure. Contractor shall '" R D [-"I use support systems, sloping, benching, or other means of protection, including but is not a 0 CD limited to, access and egress from all excavation and trenching. Contractor is responsible to a F comply With performance criteria for OSHA. W ❑ z Q� VERIFY W/MCDONALD'S: ASPHALT: ® CONCRETE: ® O) z O PAVING SPECIFICATION O o 0 CONTRACTOR TO BID: ASPHALT: ® CONCRETE: ® W 04 U 0. NOTE C4 ALL PAVING85UBGRADE SPECIFICATIONS 'aJT ` Um TO COMPLY WITH GEOTECHNICAL REPORT PROJECT NO. -5 PREPARED BY: , IQ. n Z N W OJ o ¢a o Ln Z in A N O d PROPOSED LANDSCAPE AREAS F" a ¢ 1 'z W .; O-1 w rn W to A SITE INFORMATION v w LAND AREA: 40,420 S.F. (0.9279 Ac.) LL LL r� CURRENTZONING: C-3, GENERAL COMMERCIAL WITHIN Q a THE MIDTOWN OVERLAY DISTRICT EXISTING USE. VACANT RESTAURANT PROPOSED USE: RESTAURANT BUILDING AREA (APPROXIMATE): RETAIL: 4,928 S.F. Q BUILDING TO LOT COVERAGE: 4,928 SF/40,420 = 12,20% p BUILDING HEIGHT: 23'-4" BUILDING REQUIRED PARKING: 1 SPACE PER 100 SF 4,928 SF/100 SF = 50 SPACES PARKING PROVIDED: 38 (INCLUDING HC) HANDICAP PARKING PROVIDED: 2 HANDICAP PARKING REQUIRED: 2 W LANDSCAPE PERCENTAGE: 21.18% j W tr F_ W Q IL z) c� Q SURVEY INFORMATION Q ~ Z Z C7 PREPARED BY: LEGAL DESCRIPTION: g - MILLMAN SURVEYING, INC. NE 1/4 of THE SE v4 of THE 0 r 1742 GEORGETOWN RD SUITE H NE 1/4 OF SECTION 1, TOWNSHIP 1 NORTH, HUDSON, OHIO 44236 RANGE 13 WEST, LITTLE ROCK DATE: 70,610 PULASKI COUNTY, ARKANSAS DATE: 7262010 W PLAN SCALE: 1" = 20'SO ADDITION a ° a o H U Q N a4 W w O z W ZO 3 K 0 O x U O STREET ADDRESS 104 S. UNIVERSITY AVE. STATUS DATE BY CITY STATE 7�1 �1 DATE DRAWN NOV. 2010 RL LITTLE ROCK ARKAlV SAS PLAN CHECKED COUNTY: SURVEY: ABSTRACT NO. PULASKI -___ -__- AS -BUILT L/C NUMBER: CORPORATE DWG. NAME ---- SITE PLAN C460