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Z-8610 Map 10RM N Section Line- - Existing 6' Centerpoint Energy ARKLA Gas Ease. Document No. 2010020688 63.851-8" -7 Sanitary @ 1.61°h f7'�- "X"-Cut on Cone. Wall ED Found & Used } 14 I 1 I I I I I i Sanitary Manhole Rim=506.40 \€ 8" Pipe N=495.65 c i 8" Pipe W=495.70 "' [ B" Pipe f oAsphalt Edge osphalt f Alt / (N90"00'00"E � \ Edge of Asphalt 125.00' Dd.) mxq "IN 3,479 Square Fee 0.0798Acres q U LP p nd H; N dJ� 2 Proposed 20' Driveway/ \ 20 -Development Area/Utility Ease. 10RAR 1 1 11 1 " �_�■� Ir fI I I I II II II .I I II FJ_1 I I I I I I I I I I I I l x U G 5.0 II ` 1R � S5' deSetb:abki@ CONSTRUCTION SCHEDULE MARK MARK DESCRIPTION MARK MARK DESCRIPTION O6"X6" CONCRETE VERTICAL CURB 17 IRRIGATION WATER METER O6'X6" MONOLITHIC CURB AND GUTTER iD BACK FLOW PREVENTION DEVICE OREINFORCED CONCRETE SIDEWALK 19 PROPOSED FIRE HYDRANT ® NOT USED 20 GREASE INTERCEPTOR OH.C. ACCESS RAMP Q 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 O CONCRETE WHEEL STOP 24 EXISTING POLE MOUNT TRANSFORMER OGUARD POST 25 POWERPOLE 10 6' 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) 4P 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 0 I S8A8'471'E 1"R326. ° o III W „ 27 .� 28 3'R Sanitary Manhole Rim=495.93 c `F W ___-. 11 ....,. _ _ _,,, ' W Cr 25'R - '.. iz Y,✓r._. W 2 Ira Y 1R o IN 20'R O _ 28 x " W W 2 OR goo � o LL... N �yW � �.W.y"W.•28 \� \ 5 Ira 10.0 27 11 18.0 18.0 ". W .. 10 t I Bp. © Y 5.0 23 W 13.0W -26 RELOCATE EXIS ING 27 5.0 OVER UTILITY LINE O"/� UNDERGROUND LINE m "' 26� 32'R 'S O `Cr` 2 VVV .. al I. 20R .. 5.0 $I &VR m a " I 30'R '20NN ON W 3R '..\ 100 -- 2 6- - -- -- - Z " 2 15' Side Setback - EXOHE U UX y W OHE EX XOHE X C z I W 25 W y ` " 20'R 25 24 30 o w " W . 27 11 2 11 MH 8SS. -"--- Lu 50 a an of S89-33'507E 0.01' Concrete Retaining Wall 'W_"Cut on Cone. Wall \\ 4-Metal Fence atop Wall / iConuguous will, Rourtlery) AREA UNDER CONSTRUCTION Headwall \\ � Found 8 Used \\ I' 1 p.0.8 -Proposed 50'x100' Access Drive Ease. w \\ w g f P.O.B.-Proposed 30'x5O' Ramp Construction Area Ease. o BUILDING CORNER TO PROPERTY CORNER 128.1 `- ----=-----s-------i-' -- r- 50' I Proposed 30'x50' Ramp i - Construction ArreaeEase. A 0.0344 Acres zit---- I 8 1 to 0 0 `"? m IIso JN 4- -DE7AIL- Nat to Scale UNE TABLE UNE TABLE BEARING LENGTH Ll S00'31'39'E 9.52' Cale. 1_2 1,189'3416"W 0.62' Dd. 1_3 500'31'39"E 116.10' Dd. 1_4 N89'33'50"W 3.80' Dd. 1_5 S00'39'57'E 50.03' Dd. 1_6 N8917'04"W 5.09' Dd. L7 N01*57'27'E 50.01Calc. 50.03' Dd. L8 S89'33'50"E 2.80' Dd. L9 N89'48'47"W 61,00' L10 N00111YE 38.00, 1-11 S89'48'47"E 59.85' L12 S01'33'00"E 38.02' L13 S8933'50"E Irin, BENCHMARK DESCRIPTION 1. SQUARE ON BRIDGE LOCATED S85'44'39"W 2,287.25 FROM THE NORTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION = 361.00 t I II �h I �!I I I I Proposed 38'x61' Drive Area Ease. I I 2,296 Square Feet uQ� 0.0527 Acres /�$2 R I o 1jim I Ce II � rn of - � rllo II II 3'I P I 151R i II ll II 30.0 END WALL 2 L1 ; II O START WALL O 20'R1 ' 11 nw j 14W ' W 11 S89"56'34"W 35.01 3,41 27 14 2 .� 10.� 1' P.O.B.-Survey II © I11 � O7 9 O � P.O.B.-Drive Area Ease. 16 F3 m SEE DETAIL II y ,sW L2 II III 15'R 10'R 3R 5RW W 20'R... B8 17 . I III ti 2 WW W.W 'B 1 EXTEND NEW 8" WATER MAIN I W aa. F II AND CAP SOUTH OF 20'R . ' N� I EXISTING RETAINING WALL lit 6V � o II II II .m� m .. I II II III � II II Ordo _ c II II I N 31 y 10R 27 `TinII III III - START WALL I a 6 38-101 BUILDING PER THE MIDTOWNDOD AT LEAST 60% OF TH E BU ILDING WALL III 27,7 W r 28 " W OE ±4�t (T FACING UNIVERSITY ,928 S.F. AVENUE MUST BE GLASS, AND THE ® PROPOSED EASTERN WALL FOR . 27. O 12 I o� a a02'3"W BUILDING ISINCOMPLIANCE . " 1 -ITHIS S01 1 II WITH 73%BEING GLASS. 2 O (I (116.09'Dd.) I pI 10 23 I 3 Wa II II III I I I LL II 10'R II II 5'0 TMealFence 20,R .a II II -. .._---4 - E:a�H= - ._..- Ex oHE El are EX OH '" 25 - I END WALL II II I HE E E 44 11 O 11 1, 11 2 "11 P.O.B.-Proposed 16 TemII ary Construction 27 50W & 3_-. .ap.Brick Wall " L4 (Overall) 271.19' Ir (325.00' Dd.) ° 176.41W-8" Sanitary @ 0.28 h EX \\ -�- I I II LS ass Ex ass crass Exass - _. \�_ EX &55 -- 01"51'39"E15.01' I - _ N89'33'50"W 271.45' I+ RELOCATE EXISTING OVERHEAD \ 2 ,. - UTILITY-LINE�O UNDERGROUND LINE APPROXIMATE LOCATION OF EXISTING 8" WATER \ ` _ DUCTILE IRON PIPE anitary Manhole I Proposed 15'Temporary im=491.76 Construction Ease. Sanita II II 8" Pipe N=488.61 4,077 Square Feet Rim=5 59anhole 8" Pipe E=488.46 0.0936 Acres rL 8" Pipe I it 8" Pipe S 4877 66 I II II I I m >< I I I I 114.91' Calc. - I N89"1T04'W (120.00' Dd.) [NE V V 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. II BENCHMARK: . S85'4439quare on Bridge S . I 2287 25 ELEV: 361.00' I I I II I II II I� II II II I II II i II II II I II II 7.7' �I II II II II II II II f p I II IEXOHE II II �I II II II II II II II II I II �I I II Vanes-] �I -- i-� lies LL LU it a W U)U) LL_ LEE AVE to PARK PLAZA J m � w o WMARKHAM ST a r PROJECT N z a > F�1 ° z W O 'Pt'i0 W r1 F fY at Z Z W Do O < F i a a INTERSTATE 630 D LU HI N U U) a W of S O LL Z LL VICINITY MAP NORTH ,,� m W N.T.S. GENERALNOTES 1. Bases, anchor bolts, Conduit, and wiring for all signs are by the General Contractor. 2 a%" 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. 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. F- I 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 locations, sizes, and circuiting. W 6. General Contractor must provide exact "as built" information upon completion. lY 7. All elevations shown are in reference to the benchmark and must be verified by the General Contractor at groundbreak. S. 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 constru ion. Shop drawings shall G. ROBERT ADAM$P.E. be submitted to the Architect and/or Engineer for approval prior to fabrication or installation of REGISTRATION N00462, ON iO612011 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 project 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 phicdetails and specifications.fd 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 responsible for confirming the location (hodzontallvertical) of any buried cables, conduits, pipes, and structures (storm sewer, sanitary sewer, water, gas, television, telephone, etc.) W �4 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 O I construction plans. Any Costs incurred as the result of not confirming the actual location (horizontal/vertical) of said cables, conduits, pipes, and structures shall be home by the o > Contractor. Additionally, the Contractor(s) shall notify the Owner and Engineer if any errors or w 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 a result from Contractors failure to notify Engineer and Owner. ZU 16. McDonald's reserves the right to request a compaction and/or a core sample. If tests prove f�r ~ ,Q/ correct, per the soils report, tests will be at the expense of McDonald's, otherwise G.C. will be N a j Fc.l charged. o O W w 17. Contractor shall Comply to the fullest extent with the latest standards of OSHA directives or w M a any other agency having jurisdiction for excavation and trenching procedure. Contractor shall o [ ""I use support systems, sloping, benching, or other means of protection, including but is not 'Z a o O limited to, access and .-� � egress from all excavation and trenching. Contractor is responsible to '~ .a x comply with performance criteria for OSHA. w w O no VERIFY W/MCDONALD'S: ASPHALT: ® CONCRETE: O PAVING SPECIFICATION C7 O o oc CONTRACTOR TO BID: ASPHALT: ® CONCRETE: ® W 04 r= w NOTE: U ALL PAVING& SUBGRADE SPECIFICATIONS ' ' Um TO COMPLY WITH GEOTECHNICAL REPORT r- ed n AS PREPARED BY: PROJECT NO. ---- OQ.0 Z NO < ON O 0 Z m N U o PROPOSED LANDSCAPE AREAS z w U) A W SITE INFORMATION U w url LAND AREA 40,420 S.F. (0.9279 Ac.) LLO 0 q CURRENTZONING' C-3, GENERAL COMMERCIAL WITHIN Q C THE MIDTOWN OVERLAY DISTRICT EXISTING USE: VACANT RESTAURANT PROPOSED USE: RESTAURANT UIJ BUILDING AREA (APPROXIMATE): RETAIL: 4,928 S.F. Q BUILDING TO LOT COVERAGE: 4,928 SF/40,420 = 12.20% ❑ BUILDING HEIGHT: 23'-4" BUILDING REQUIRED PARKING: 1 SPACE PER 1005E 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% '7 LU W 0 UJ 0 Q w Z a> N � SURVEY INFORMATION Q z c Z 2 , Z PREPARED BY: LEGAL DESCRIPTION: g U) z MILLMAN SURVEYING, INC. NE 1/4 OF THE SE 114 of THE a 1742 GEORGETOWN RD SUITE H NE 1/4 OF SECTION 1, TOWNSHIP I NORTH, HUDSON, 011110 44236 RANGE 13 WEST, LITTLE ROCK (860)520-1010 P1 usxl couNTv, ARKANSAS DATE: 7/26/2010 ~a PLAN SCALE: 1" = 20' rc z o 0 ADDITION O w ga Z IU U O Of UO O STREET ADDRESS 104 S. UNIVERSITY AVE, STATUS DATE BY CITY vSAS STATE T�1 �+ DATE DRAWN NOV. 2010 RL LITTLE ROCK AR11A PLAN CHECKED COUNTY: SURVEY: ABSTRACT NO. PULASKI -___ AS -BUILT L/C NUMBER: CORPORATE DWG. NAME ---- SITE PLAN C400