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GENERAL NOTES ,�
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<br /> • N E 1. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL SIGNS ARE BY THE GENERAL w
<br /> CONTRACTOR. MCDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. D
<br /> O. z a FLAGPOLE ANCHOR BOLTS ARE BY McDONALD'S. ALL SIGNAGE SHALL COMPLY WITH
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<br /> w E j THE REQUIREMENTS OF THE LOUISVILLE CITY CODE.
<br /> i1" o m r 2. GENERAL CONTRACTOR TO PROVIDE CONCRETE BASES, CONDUIT & WIRE AS REQUIRED >" • ••
<br /> Cti t.1 e5 FOR LOT LIGHTS SHOWN. McDONALD'S TO PROVIDE ONLY ANCHOR BOLTS, POLES AND CO ct
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<br /> C z r- go LOT LIGHT FIXTURES. REMAINDER BY GENERAL CONTRACTOR.2 ...
<br /> EC (0 ' a a i; 3. ALL DIMENSIONS AND RADII ARE TO THE TOP BACK OF CURB (TBC) UNLESS OTHERWISE
<br /> C 0 cp D3 6 NOTED. VERIFY IN FIELD (V.I.F.) ALL DIMENSIONS. RESOLVE ANY DISCREPANCIES WITH
<br /> (� - .a N m 0 E McDONALD'S PROJECT MANAGER PRIOR TO COMMENCING WORK.
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<br /> 'd' 0 w d a c L 0 T 2 4. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE
<br /> ` c . >� s DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION.
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<br /> U) 5. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE i
<br /> ��. EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING Z
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<br /> ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS SIZES
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<br /> AND CIRCUITING. GENERAL CONTRACTOR RESPONSIBLE TO OBTAIN ALL REQUIREMENTS I- _ cn
<br /> I O= 455629 / F QU
<br /> OF UTILITY COMPANIES AND INCLUDE IN BASE BID ALL ASSOCIATED COSTS. �- z o
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<br /> I L = 120.27' ��// - - �'96`, 6. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED ' Q a.
<br /> _ _ — ii�� / \ BY THE GENERAL CONTRACTOR AT GROUNDBREAK. FINISH FLOOR ELEVATION IS AS NOTED w 0
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<br /> -:-.7,\sp,L\� i \\ ON GRADING AND DRAINAGE PLAN. O N
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<br /> EX\5�\N / \\ \ \ 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE a a
<br /> "� // ' \ \ \ "AMERICAN'S WITH DISABILITIES ACT" (ADA). co cn
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<br /> ---.1L,__:1':. t! : a EXISTING \ \ 8. ALL 6" CONCRETE VERTICAL CURB SHALL BE POURED MONOLITHICALLY WITH CONCRETE H F=
<br /> I - "^ % \ \ \ PAVEMENT. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT 23 25
<br /> \ LANDSCAPE 20 0
<br /> \\; r- - .,- _ - - \ \\ \ \ \ \\ UNLESS NOTED OTHERWISE. < 0
<br /> I \\ \ // \\ \\ \ 9. GENERAL CONTRACTOR TO PLACE CONCRETE CONSTRUCTION JOINTS AS NEEDED WITH z z
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<br /> LANDSCAPE \ MAXIMUM AREA OF 400 S.F. (CAREY FELT SHALL NOT BE USED). in v>
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<br /> �'o I / \\ 10. GENERAL CONTRACTOR TO PROVIDE SAWCUT JOINTS IN CONC. PAVEMENT IN ACCORDANCE a a
<br /> I i I \ \\\ WITH ACI STANDARDS. JOINTS SHALL BE PLACED SUCH THAT THE MAXIMUM SIZE OF N
<br /> / G 1 .` i \ \\\ CONCRETE SLAB IS 120 S.F. AND THE RATIO OF THE SIDES IS NO MORE THAN 2:1. N 0
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<br /> I 1 ° I \ ,= _ \ \\\\ 13 COORDINATE ALL DRIVE-UP STRIPING AND MARKINGS WITH McDONALD'S PROJECT MANAGER. o 0
<br /> iiI / / I° \� \\ \\ 14 CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING MANHOLES AND OTHER UTILITIES
<br /> \\\ II 11 VA BEFORE STAKING OR BUILDING ANY SEWER.
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<br /> Q II / /I I 1C= II II \y!�\\ 15 ALL CONSTRUCTION SHALL COMPLY WITH LOUISVILLE CITY PUBLIC WORKS SPECIFICATIONS
<br /> o II / d \� II fl II �.�„ AND/OR DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS.
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<br /> a a 2 I 1 , \ II \\ \\ = 43'0731" $ '�
<br /> Zm w II / I SII II - - - - - -II \ R = 282.00' 01 0' :z
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<br /> D a II / / / � ` 1 II II \ �\ L = 212.26' ��d$'.dbr N°°vyy
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<br /> N II I; 10 II -HI I — — — _ JI \ i\ PAVING SPECIFICATION FOR McDONALD'S SITE
<br /> w a II /Ie I �I I II \ \\\ (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS)
<br /> o_o II / / I IIII II 1 aol II / I � � II I - - - - -11 1:`1 X II /I I 11 IW II 1 COMPACTION: 4�� A.C. (2 LIFTS) 96% MARSHALLM I w II I II II 6II 1 8 BASE COURSE 95% PROCTOR 3Iz II / 1 .a I \ II I1 o I — — — — II 1OIL CONTENT: 4.5% - 6.0%
<br /> Ir 16 1 t 1 . \ I° n 7I II (9 IIIII STABILITY: 100 LBS. MIN. oQ
<br /> II / / /� a a Ii EXISTING BUILDING II X _ - - - -�I I GRADATION EXTRATION: 55% MAX. SHALL PASS U.S. zo Q
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<br /> 11 / I II F I II I NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION 0 N Lv
<br /> 1; I xi WINDOW I 17 EXISTING I I TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE N . 0
<br /> Ir /I (I I�� JI 1 — — — - JI LANDSCAPE I SPECIFICATION, TESTS 1MLL BE AT THE EXPENSE OF McDONALD'S, 0 ce J
<br /> I II / I % s II I II I I OTHERWISE, G.C. WILL BE CHARGED. w
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<br /> If' ,I ��== TRANS. ® II x 1000 WATT METAL HALIDE LAMP c0 5
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<br /> al II I I \\ ° \.)....4,7.,(._____________\ EXIST. C.O.D. JI I I NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. r o Cl:: Q
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<br /> LI z I_._ - EXIST, HEIGHT INDICATOR/ - - - II I 1 TOTAL 2 H.C. SPACES 14-0 X 18-0 O
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<br /> �� 17 SPACES 9' O" X 18'-O" ® 90° ijCO
<br /> TRASH CONCRETE = J Ei ENCLOSURE _ _ _ _ XIING CUR & GUTTER _ _ M z 011, 0 Lu
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<br /> PARKING INFORMATION J Q
<br /> EXISTING LANDSCAPE (PROPOSED)Cl 8
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<br /> LL I = 10'44'34"/ / REQUIRED w Lil LSI
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<br /> _ R = 1053.50'/ / PARKING L 0
<br /> N L = 197.53' CALCULATIONS L.L. 0
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<br /> DILLON ROAD
<br /> SURVEY INFORMATION o
<br /> PREPARED BY: w
<br /> ` N J PELI
<br /> DATE: > c I-
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<br /> # OF PARKING STALLS 10 LEGEND
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<br /> TOP BACK CURB TBC c t
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<br /> -"\ EDGE OF CONCRETE EC 0
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<br /> PLAN SCALE: 1" = 20' La
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<br /> LLIEXISTING SITE PLAN o Q
<br /> 03 w `° > 0 20 40 60 STREET ADDRESS P K1
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<br /> M _ cc 939 DILLON ROAD CC 0 o La
<br /> z ¢ LL Scale in Feet Ce 0
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<br /> CITY STATE ZIP STATUS DATE BY
<br /> w LOUISVILLE COLORADO 80027
<br /> w 0 PRELIMINARY
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<br /> Dominiomi COUNTY
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<br /> %/. ♦ CHECKED
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<br /> BOULDER 0. AS—BUILT
<br /> 0ci % / Engineering Associates, L.C.
<br /> kt 111 REGIONAL DWG. NO CORPORATE DWG. NO.
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<br /> Z 5684 South Green Street
<br /> I J Murray, Utah 84123 801-713-3000 DEN 294 SP-1EXIST
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