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Z-8610 Map 30000, R/W St aa,, m Section Line Existing 6' Centerpoint Sanitary Manhole Energy ARKLA Gas Ease. Rim=506.40 Document No. 2010020688 \ rL 8" Pipe N=495.65 a 8" Pipe W=495.70 63.85'-8" Sanitary @ 1.61% - rr 8" Pipe of Asph 60 EXasa �- a`� r- Edge MAsphait (N90°00'00"E - _ so°( "r-Cut on Conic. Wall 20 _ Found & Used 14 7 1 �I I I § I I I Sanitary Manhole Rim=495.93 EX aHE (1 7 I I I I ImL I U I of '31 �I �I cal thl ZI J tit 01 01 n I I IIf A I1 J III U III w III III III I m U UTILITY LINE w 125.00' Dd.) xq, 1n 3,479 Square F6O. 0.0798 Acros fG Q� Th a a UP 7� Proposed 20' Driveway/ 20' - Development Area/Utility Ease. m x 1QRAR I 1117 w� 20.Do, .1 N89°48'47"W _ a? .. 14 25'R .1 4.3 ". 7 [STORAGE Q - 3.8 a SS TR{{H a 18'R AID � CAII�I (1 � 55 b I� 28 8 . 27 3 R c F A, 11 6 I m 2 w Ira o to A Ica � LY I N in 18.0 18.0- 0 PING 27 0 -O >I LINE o IW. $I 11 3R K Y I K 2 15' It . O0 . 0"' 25 + 2. . yoHE20'R �a I m d �S89°33'50"E O.Ot' "X"-Cut on Cone. Wall 4' Metal Fence atop Wall Found & Used Headwall \\ rt \` o BUILDING CORNER TO PROPERTY CORNER 128.1 5Y - m+ Z il of , calIl ---- o � t om�x Etlge of Asphalt CONSTRUCTION SCHEDULE MARK MARK DESCRIPTION MARK MARK DESCRIPTION O6"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 ® NOT USED 20 GREASE INTERCEPTOR O H.C. ACCESS RAMP @ 1:12 MAX. SLOPE WITH WARNING SURFACE 21 NOT USED © HANDICAP ACCESSIBLE ROUTE O EXISTING FIRE HYDRANT OHANDICAP ACCESSIBLE SIGN (POLE MOUNTED) 23 PRE TREAT FOR TERMITE CONTROL OCONCRETE WHEEL STOP 24 EXISTING POLE MOUNT TRANSFORMER OGUARD POST 25 POWER POLE 10 fi' LONG HANDRAIL @ INGRESS/EGRESS DOOR (SD-4) 26 DETECTOR LOOP (LOCATION TO BE APPROVED BY MCDONALD'S) 11 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 -DETAIL- Not to Scale UNE TABLE UNE TABLE BEARING LENGTH L1 S00'31'39"E 9.52' Calc. L2 N8934'16"W 0.62' Dd. L3 S00'31'39'E 116.10' Dd. L4 N8933'50'W 3.80' Dd. L5 S00'39'57"E 50.03' Dd. L6 N8917'GeW 5.09' Dd. L7 N01'57'27"E 50.01' Calc. 50.03' Dd. L8 S89'33'50"E 2.80' Dd. L9 N89'48'47"W 61.00' L10 N00I1'13"E 38.00' Lil S89'48'47"E 59.85' L12 SO7'33'00"E 38.02' L13 S89-33'50"E 1.00' BENCHMARK DESCRIPTION 1. SQUARE ON BRIDGE LOCATED S85°44'39'W 2,287.25 FROM THE NORTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION = 361.00 Proposed 38'x61' Drive Area Ease. 2,296 Square Feet I V Z_ i I I 0.0527 Acres '`ems/ Llll III I 11 Ig II I 9.0 3R oI jIP I i -7 m 15'R M, o ro IL., N III II II N 61' I I 325.00 Do..) 30.0 I END WALL O L1 ll START WALL II II 326. 'R 5 C Id. O 20'R p I� -mil 7 . .. .u> ...... 11 naHl . . 13 S89°56'34"VJ 35.01' r o LL(' 3/210 14 . m� O 27 „ . 14 4 I �2 � W �O y `27+ � - 10.7. 1I P.O.B.-Survey I� I 8 0 © W 274 . o g0 - t P.O.B.-Drive Area Ease. 9� -m 9P FFJ 19` 3 wSEE DETAIL 90 Ij . 15'R 1o'R L2"J�� II II MH 4SS S qP4 SRLL. 3R 20'R+.. BB 17 II III II 11 � 0 5.0 I O \ ry � � � I EXTEND NEW 8" WATER MAIN n 3 I^_O A 6 m o 'R i� II EXISTING RETAINING WALL _ _.... - - -� w - O -_ Flo GG -qqI _ 25'R�_ - V�,^ 6ryS\ cI II II LL N zo'R 2 �= 2s - 2A- za m zJv zw-z 0 �Im I I III - _ - 20R ®' o10R 27 Ira II 32'R _ 15.0- ��< O 10 01110 o g START WALL12.0 ' ..`•' ` 23 38-101 BUILDING PER THE MID -TOWN DOD AT LEAST 2 13.0. . " " 60%OF THE BUILDING WALL . ,. . . oil - .J r ,1 (� p FACING UNIVERSrY 27.7' ±4,928 S.F. AVENUE MUST BE GLASS, AND THE 2/ '` �rn • ' + • +' _ 5.0 5.0 23 PROPOSED EASTERN WALL FOR ..�... .. .. W.V .2 160I O�yIpA^j rr�l I IIII SO 1002'3 "W THIS BUILDING IS INCOMPLIANCE 301 . . . . WITH 73%BEING (1 16.09' Dd.) 32'R/O 6 2l .. 70 -20R III IIII I . I 3 1 R 2S. q, � � � � � � 10 R II I - `. II - 1017-- - 2 1 ----- 6. - 2 tole Setback -_ - - - -: - - ` _ - . - C: x 120'R 5 0 �a I ii 4' Metal Fence II -J II II Ex CHE 30 O1E 30 ex oHF -o rx:w ExoHE Ex ar:E Ex off II E END WALL I� 2 25 24 11 MN SSS 11 11 11 _, 25 O 2 • . E - • 27 ` • _ _ _ 11 . . . . . . . . . . . . . W . . . . . 27 P.O.B.-Proposed 15' Tem rary Cor _ _ ' N$9"33'50' 321.2p Ga1c... _ z7 . 13 • . . . . . . .� �y�._ V grlck Wall .. L4 (Overall) Concrete Ralaimng Wall 271.1g'� ���''j((''' + II _TFL6 II II 1 (Conk upus with BaurMary) AREA UNOFR CONSTRUCTION j 9 (325.00' Dd.) 176.4D'-8" Sanitary @ 028% I �� -Q- P P.O.B: Proposed 50'x100' Access Drive Ease. Ex ass ex. EX� Ex ass -- \�- Ex ass I - - 01 °51'39"E 15.01' P.O.B.-Proposed 30'x50' Ramp ConstruGion Area Ease. N89°33'S0"W 271.45' RELOCATE EXISTING OVERHEAD O -1 APPROXIMATE LOCATIOI 6 0 \ .. � _ - - -` _ _ - �- _ - - s _ _ - - - i _ - "`-ffTiLllY LINE�O IJPIBERGROU41[-LIN€- -� 1 OF EXISTING e" WATER Sanitary Manhole _ DUCTILE IRON PIPE ry I Proposed 15' Temporary Proposed 30'X50'Ram Rim=491.76 I Construction Ease. Sanitary Manhole III po p k 8" Pipe N=488.61 R m=505.96 II II 4,077 Square Feet Construction Area Ease. 9 B" Pipe E=488.46 I 0.0936 Apes t 8" Pipe W 4876 6 I 1,500 Square Feet 4 8" Pipe S=487.66 0.0344Acros I I II II to II II Io � I I 114.91'Calc.---------- 16 IT i i Q�aQ.zri�aaQiaaa N 9 17'041N(120.00' Dd�a- 4 ti 5.0 I Mal 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. 0 N IC 0 < \V �\ c � v N <I 3 m D d < CD 57.7' EXCHE BENCHMARK: Square on Bndge ELEV: 361.00' I I I I LL LU T LY W n I I :D I U) LL_ LEE AVE U) PARK PLAZA J Lit � w rc W MARKHAM ST a N w PROJECT L. z � 2 Fed N j I ll.l D 2W} x P�D I ^ F a` Z Z W RO p O Q F LU h a INTERSTATE 630 LL. F- fin fin LL LU VICINITY MAP NORTH N.T.S. to GENERALNOTES 1. Bases, anchor bolts, conduit, and wiring for all signs are by the General Contractor. 2. %" empty conduit to locations shown at the lot perimeter for lot lighting is by the General Contractor. Lighting fixtures, bases, poles, conduit, and wiring am 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 General contractor shall coordinate with flag pole supplier prior to construction. etC3 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. W 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 / 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 06111fi12011 any item. Failure to adhere to this procedure shall place full responsibility for any errors 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 pmject completion. 13. Sidewalks around 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' jurisdictional standard construction details and specifications.performed by 15. Topographic information 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 Contractor(s) shall be co responsible for confirming the location (horizontal/vertical) of any buried cables, conduits, fw� Con 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 Z any discrepancies are found between the actual conditions versus the data contained in the 0 construction plans. Any costs incurred as the result of not confirming the actual location (horizontal/verfcs) of said cables, conduits, pipes, and structures shall be bome by the a ZO (~ Contractor. Additionally, the Contractor(s) shall notify the Owner and Engineer if any emors or oo - discrepancies are found on the consetcttion documents (ps&e), which negatively impact the w X coo project. The Engineer and Owner shall be indemnified of problems and/or cost which may a L4 U result from Contractor's failure to notify Engineer and Owner. 16, McDonald's reserves the right to request a compaction and/or a cure sample. If tests prove ` C:) correct, per the soils report, tests will be at the expense of McDonald's, otherwise G.C. Will be charged. 17. Contractor shall comply to the fullest extent with the latest standards of OSHA directives or w X U] a any other agency having jurisdiction for excavation and trenching procedure. Contractor shall Q o- 5 [� use support systems, sloping, benching, or other means of protection, including but is not a O limited to, access and egress from all excavation and trenching. Contractor is responsible to .a-1 comply with performance criteria for OSHA. .. w w Z VERIFY W/MCDONALD'S: ASPHALT: ® CONCREfE: ® z O PAVING SPECIFICATION c7 O O K CONTRACTOR TO BID: ASPHALT: ® CONCRETE: ® W r w NOTE: W V Z ALL PAVING WITH GRADE SPECIFICATIONS ____ " LL W TO PREPARED WITH GEOTECHNICAL REPORT W 0 AS PREPARED BY: PROJECT NO. ---- O 0 Z G F7 Z¢ o 0 toy q ❑ d PROPOSED LANDSCAPE AREAS 'z o N a t� W � � CquJ Q SITE INFORMATION v LU LAND AREA: 40,420 S.F. (0.9279 Ac.) � Q q CURRENT ZONING: C-3, GENERAL COMMERCIAL WITHIN 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 p HANDICAP PARKING REQUIRED: 2 W of LANDSCAPE PERCENTAGE: 21.18% 0 U) W 0 N w F_ Q a Q W cn SURVEY INFORMATION z z c2 PREPARED BY: LEGAL DESCRIPTION: g cn U.)MI LMAN SURVEYING, INC. ME 1/4 OF THE SE 1/4 OF THE D_ O 1742 GEORGETO WN RD SUITE H NE 1/4 OF SECTION 1, TOWNSHIP 1 NORTH, 0 HUDSON, OH10 44236 RANGE 13WEST, LITTLE ROCK (800)520-1010 PULASKI COUNTY, ARKANSAS DATE:ILL! ILI 726/2010 a PLAN SCALE: 1" = 20' W to w a ADDITION z �°- m O w w ____ w O a O 3 ¢ 0 O x U O 104 S. UNIVERSITY AVE. STATUS DATE BY CITY STATE DATE DRAWN NOV.2010 RL LITTLE ROCK ARKANSAS PLAN CHECKED COUNTY: SURVEY: ABSTRACT NO. PULASKI ____ ____ AS -BUILT UC NUMBER: CORPORATE DWG. NAME ____ SITE PLAN C49O