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Z-8610 Map 15n 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 GREASEINTERCEPTOR GH.C. ACCESS RAMP @ 1:12 MAX. SLOPE WITH WARNING SURFACE 21 NOT USED 0 HANDICAP ACCESSIBLE ROUTE 22 EXISTING FIRE HYDRANT 0 HANDICAP ACCESSIBLE SIGN (POLE MOUNTED) 23 PRE TREAT FOR TERMITE CONTROL ® CONCRETE WHEEL STOP 24 EXISTING POLE MOUNT TRANSFORMER 9O GUARD POST 25 POWER POLE 10 6' LONG HANDRAIL @ INGRESS/EGRESS DOOR (SDA) 26 DETECTOR LOOP (LOCATION TO BE APPROVED BY MCDONALD'S) 11 NOT USED 0 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 L2 \ 3Q 1 eti � o c o � /y e. -DETAIL- Not to Scale LINE TABLE LINE TABLE BEARING LENGTH L1 S00'31'39'E 9.52' Calc. L2 N8934'16"W 0.I Dd. L3 S00'31'39"E 116.10' Dd. L4 N89'33'50"W 3.80' Dd. L5 S00'39'57'E 50.03' Dd. L6 N8917'04"W 5.09' Dd. L7 N01'57'27"E 50.01' Calc. 50.03' Dd. L8 S8933'50"E 2.80' Dd. L9 N89'48'47"W 61.00' L10 N001113E 3%o' L11 S89'48'47"E 59.85' L12 S01'33'00'E 38.02' L73 S89-33'90"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 r nI (I DO k�_ n1L J 1 i II OIO L ---- ---- �� III rJ�71 T I II Zlm I I I I V I I Proposed 38'x61' Drive Area Ease. �• !I ( V i I L2'osziareet Los Im f Is II tl{ �L11th Io Iln I II 2'R 9.0 O 15� M N 'R I III II 2 61 _ 1 27 � 25.0 2 1'R � x (III of _SWTO14 25'R � 54'R 8 4SS 4SS 7 7 1'R 5.0 8'RnHF-u l4�F ' W 1 VIR 1'R 17:F.r107 -Survey 4.3,9 �J % o `g ziilit1O 14'R P.O.B. 16 © 1' Sd 00 O P.O.B.-Drive A rea Ease. at 15'REE DETAIL Q e 15'R 2'R SS 4SS 0 - 3'R BF IM W . L2 4SS 0 I III ENr<C O. ' / MH30 50 `>� W W 18 17 y I EXTEND NEW 8" WATER MAIN o 9 a !30'R y& 6 3014 . " 27 I EXISTING RETAINING WALL 20.0 is 27 3,R 2 _'.n, 2 =v"d SIN AND CAP UT Sanitary Manhole c ' . . 5 . y,7...-....�..-.,......_. W 4Y �--� '- '.;u`�[ _ ,._.._ ,:i-__----s i II p I� o Rim=495.93 c • y •°� '" W 20,R v _ Ilp I=- 2 .1 / i I.:. , I III IIIi x . \ 1'R 20'R oae 1O 31 _- _. lO R °o °o .`0 2 m 32R `aa �\ I �\ o o 27 �Im ze y...W .�.W .y.W. •mx '\ 5 O 5 lml I II Iw ...... .`.`. 2'6 ru 8 15 II II II I c"' 2113 -- 28 38-101 o' BUILDING W� 5 s In, II II I - n 18.0---���-30.0 10.0 3.0y 12.01 ±4,928 S.F.28 27 7 12 2^6 'I I e • . W y © 30'R 10.0. (� O I - 27.7' --III !� JJjj W . i •0 32'R 3 6.5 18.0 m S01°02'31"W I wl III (116.09'Dd.) III 1'R`+•�`�`+`Ww` 10'R I III 3 I ) 20'R O a . 27 � I W". 6 3R00 w w 20'R W W z z ..\ o I 00 . W 2 /� 15' Side Setback 5.0 4' Metal Fence cU7 0: I . 5 W . 7 . V - - -- - - - - ---- - 2 L I I ZF W . . r c -u - gym -.EX E .r EX WE Oy �+Ex aNE� ��eX OHE E -- E%OHE d'- EXOH'y . t . �' + W W W EX OHE v. . ♦ . + ♦ E%aOHE. Ty + - 24 25 . a p � . . ��� .r . . . . a as . . . . • v. %adE.r a a. . a . a.� r w a. r. u a. a. .r 25 + v. • v v. v a- W . W BUILDING CORNER TO PROPERTY CORNER 148.2 �- . . . . • W . . . . . . '" '" m a .f . . . . . . . .. . . . . . . 27 .... .... W . .... ... . . . . . ... . < .. 27 P.O.B.-Proposed 15' TemP vary Con . ` . _ . . . N89°33 WO" W LL-321�.20' Catc.. sdetwa rL4 (Overall) . Bn II III _ S89°33'50"E 0.01' J Conc.a!e Retaining Wall - 271.19' "X"-Cut on Cone. Wall 4' Metal Fence atop Wall ( (Contiguous with Baunda ]` AREA ' 1 N D E R CONSTRUCTION (325.00' Dd.) n % L8 Headwall Q � 176.40'-8" Sanitary @ 0.28 k -O- J Found Used : l01 P.O.B: Proposed 50'x100' Access Drive Ease. E%ass E%ess EX ass Ex,SS --- \�- Ex ass - - 01°51'39"E 15.01' II P.O.B.-Proposed 30'x50' Ramp Construction Area Ease. APPROXIMATE LOCATIOI I o 1_� �_ ,� N89'33'50"W 27 © OF EXISTING 8" WATER 1.45' _ ----s----1---- s----- - - - - - - � � _ _ DUCTILE IRON PIPE r 50, i 'Sanitary Manhole I Proposed 15' Temporary 3"Di ©- i- �P E '�fi\ - I Rim=491.76 I Construction Ease. t 1 Sanitary Manhole _ Proposed 30x50 Ramp t 8" Pipe N=488.61 FT1 Rim= Pipe 96 W I II 9.td 50_01� Construction Area Ease. i 8" Pipe E=488.46 4,077 Squares �.�%i (� ��S e�{""l-t'- � C,wy- C.i(,� II 0.0936 Acres I"��Y re 8" Pipe W=487.96 • I 1'� Acres � Feet i 8" Pipe 5=487.66 x I II II �V co al IL I all I I' ��P. U III III I Proposed 20' Driveway/ III 20' Development Area/Utility Ease. It TR 1 OR CIO III W / I, w 3R 20.00' N89°48'47"W M 10 VV 10 30 0 20 40 SCALE: 1" = 20' THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. OWNER INFORMATION MCDONALUS 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. BENCHMARK: Square on Bridge ELEV- 361.00' I I I I I I I I LL W W of w fn C0 LL_ LEE AVE - PARK PLAZA } J m U R aryo W MARKHAM Si tili a � a PROJECT z w � W �m i J A1.fOP W at Z Z W Roo O Q H F a a INTERSTATE 630 LY W ~� 5 U ~ p � a LU u_ x O VICINITY MAP NORTH N.T.S. w GENERALNOTES 1. Bases, anchor bolts, conduit, and wiring for all signs are by the General Contractor. 2. S/q 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. C3 3. Lot lighting concrete footings to conform with the soils report recommendations for this site. WC:) I 4. Bases for flagpoles are by the General Contractor. Anchor bolts are by the flagpole supplier. Q v 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. 7. All elevations shown are in reference to the benchmark and must be verified by the General Contractor at groundbreak. B. 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 RELE45ED FOR receiving and thoroughly reviewing all approvals from all of the regulatory authorities having THE PURPOSE OF INTERIM REV/EW, 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 Eff W. MORR/S, P.E. be submitted to the Architect and/or Engineer for approval prior to fabrication or installation of REGISONON No. 13380, ON 11104110 any item. Failure to adhere to this procedure shall place full responsibility for any errors THIS DOCUMENT IS NOT TO BE directly upon the Contractor. USED FOR CONSTRUCTION 12. Contractor shall contact appropriate jurisdictional agencies prior to construction to confirm if OR PERMIT 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 details and specifications. 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 Contmctor(s) shall be responsible for confirming the location (horizontal/vertical) of any buried cables, condulls, f� 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 o Z construction plans. Any costs incurred as the result of not confirning the actual location, 9 (horizontal/vertical) of said cables, conduits, pipes, and structures shall be borne by the 0 20 [� Contractor. Additionally, the Contractor(s) shall notify the Owner and Engineer if any errors or 0 N 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 Is•l result from Contractor's failure to notify Engineer and Owner. Z w 16. McDonald's reserves the right to request a compaction and/or a Core sample. If tests prove - correct, per the soils report, tests will be at the expense of McDonald's, otherwise G.C. will be r4 03.. charged. _ M W 17. 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 shall a. 5 (~ use support systems, sloping, benching, or other means of protection, including but is not ME limited to, access and egress from all excavation and trenching. Contractor is responsible to .4 x �: comply with performance criteria for OSHA. z ¢ 0 VERIFY W/MCDONALD'S: ASPHALT: ® CONCRETE: ® Qco PAVING SPECIFICATION 0 w CONTRACTOR TO BID: ASPHALT: ® CONCRETE: ® G U a' NOTE: ____ u W ALL PAVING B SUBGRADE SPECIFICATIONS O W a0 m TO COMPLY WITH GEOTECHNICAL REPORT PROJECT NO. ---- W AS PREPARED BY: �" ,r Z o 7 0 Z< rn O 'y rD N l N W ❑ o PROPOSED LANDSCAPE AREAS d O a U Z O W a 0 U p ~ Q 10 uc w A uc SITE INFORMATION v UJon LAND AREA: 40,420 S.F. (0.9279 Ac.) LLL CURRENTZONING: C-3, GENERAL COMMERCIAL WITHIN Q THE MIDTOWN OVERLAY DISTRICT EXISTING USE: VACANT RESTAURANT PROPOSED USE: RESTAURANT w BUILDING AREA (APPROXIMATE): RETAIL: 4,928 S.F. F- BUILDING TO LOT COVERAGE: 4,928 SF/40,420 = 12.20% ❑ BUILDING HEIGHT: 23'-4" BUILDING REQUIRED PARKING: SPACE PER 100 SF 4,928 SF1100 SF = 50 SPACES PARKING PROVIDED: 22 (INCLUDING HC) HANDICAP PARKING PROVIDED: 2 HANDICAP PARKING REQUIRED: 2 K LANDSCAPE PERCENTAGE: 23.48% W of O N Q Of of Z D_ C7 (L CIO Z) SURVEY INFORMATION Z z PREPARED BY: LEGAL DESCRIPTION: g MILLMAN SURVEYING, INC. NE 1/4OF THE SE 1/4OFTHE 0 O 1742 GEORGETOWN RD SUITE H NE 1/4 OF SECTION 1, TOWNSHIP 1 NORTH, U HUDSON, OHIO 44236 RANGE 13 WEST, LITTLE ROCK (800)520-1010 PULASKI COUNTY, ARKANSAS DATE: 7/26/2010 or W w PLAN SCALE: 1" = 20' o < o ADDITION Z r w 0 aW aWa Z W Z W O -- OU O of 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 LTC NUMBER: CORPORATE DWG. NAME ---- SITE PLAN C400