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<br /> N c ' GENERAL NOTES w I
<br /> a� a z I HC REMOVE 232± S.F. OF ix
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<br /> p S W co J c,75„
<br /> I FOR NEW STAMPED
<br /> CI Cl.. a _ /</� />,�II fi CONC. WALKWAY 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. (nRf 0 T T i �/ I I) CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR.•� _ z Z �' loll ����i���� 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER >HC I II II ��������������:+���� L 0 T 2 281951'51" E SIGNS ARE BY THE GENERAL CONTRACTOR. CO
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<br /> ''°- w I / I II III �:�:���i - 3. GENERAL CONTRACTOR TO PROVIDE CONCRETE BASES, CONDUIT &
<br /> I 1 REMOVE PARKING / / 11 II
<br /> V - CO I / I I STRIPES (2 STALLS) /-</,/>II I) 14 10!, . II WIRE AS REQUIRED FOR LOT LIGHTS SHOWN. McDONALD'S TO
<br /> -5 �/ •����• PROVIDE ONLY ANCHOR BOLTS, POLES AND LOT LIGHT FIXTURES. • 3 3 3 3
<br /> Qs C CI ES 2 r 1' I _ _ _
<br /> II �����i w w w w li
<br /> "4" o 0 CD ° Ce II i I ,� , \ ji I = =
<br /> �r - - -II CONSTRUCT CDOT/ADA REMAINDER BY GENERAL CONTRACTOR. > j 5 j
<br /> 46 i. ♦•••♦•��•♦♦ IREMOVE 165± S.F. OF II APPROVED PEDESTRIAN PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT c ce IX ce
<br /> \ I EXISTING ASPHALT _ _ _ II A= 45'56'29" i RAMP PER CITY REVIEW LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST J J
<br /> I - -II = - ECONOMICAL INSTALLATION.
<br /> iii 1 ' II _ AND 28± L.F. OF R 150.00'
<br /> I i I I II I II L = 120.27 //�� cn w � cn
<br /> II EXISTING CURB '40-.�P \ 4. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES 5
<br /> I I \ \ II II I FOR NEW CURB _ _ __ - J1 — — ANG TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING o 0 0 0
<br /> Ir REMOVE X65± S.F. OF �I - - 'c:A, \\ 0 20 40 60 UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING Z w i.,- L'- u-
<br /> ' II i AND LANDSCAPE II
<br /> I EXISTING ASPHALT \ II 0 0 0 0 0
<br /> I II ��'� \ DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND
<br /> I FOR NEW STAMPED \ II II - - - - \ \ \ r r r }
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<br /> ir WALKWAY \ II I - !! - _ C \ \\ \ CIRCUITING. GENERAL CONTRACTOR RESPONSIBLE TO OBTAIN ALL a 1- 1- v f- II
<br /> 1r / \ II ! II = - - _ i?�' \\ 2 \ REQUIREMENTS OF UTILITY COMPANIES AND INCLUDE IN BASE BID
<br /> _ � _ - - - - - - - - - - \ Scale in Feet U LU LU LU LU
<br /> II / / -II I II 1 � - - - - - - - - - // �' - \\ Q \ \ ALL ASSOCIATED COSTS. (n w w w w
<br /> I I I I v II I EXISTING BUILDING II - - - - -II ' 1- --'Lu.',Lb iI N _ A \V A 0 v �\ o CL CL CL C
<br /> 1� I, I I yl ( - - - - - \ \ \ 5. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK z z z z
<br /> I1 / -I I \ II I - - _ 0000
<br /> II I \ I- - - - - \\ \ AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT
<br /> I I I \ ( - --II \ I _ // \\ GROUNDBREAK. FINISHED FLOOR ELEVATION IS AS NOTED ON > 5 g
<br /> i I I \ II II I II \\ I LiJ
<br /> —�/ \\ \\ \ GRADING PLAN. rem w
<br /> I! /I, I \ \ w ()I 11 II - 11 �' I _ \\ \i jf \\ 6. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH °� `� `� °�II v) w w w
<br /> 1 -II // ! O _ �/ \\ PAVEMENT UNLESS NOTED OTHERWISE. z z z z
<br /> I! � REMOVE PAINTED I \� II � %( '(
<br /> STRIPING AS Z w�Noow I) I II ad \\ ,_ ,_
<br /> (� I 1i -�� I _ _ - -j! i ' I I \ \\ 7. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW o 0 0 0
<br /> 11 NECESSARY FOR may, II REMOVE 145± SQ. FT. m w I - I I \ \\\ TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, ec ec ec
<br /> i i -'NEW CONSTRUCTION -'�" II W�a II I T —. REMOVE 232 SQ. FT. OF \ AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. a Q Q a
<br /> / I i �� II A OF EXISTING CONCRETE r/ ,i
<br /> : .I I I I _ o_ I II I I -' r / I;;:I Il ASPHALT & CONSTRUCT \ \\ v n w v
<br /> FOR NEW CURBS & - I I I //
<br /> Ii 15- I < �`y' i ISLAND II 8? I - - ii W I / I I / / 11 232 SQ. FT. OF NEW \ \\ 8. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS
<br /> 1 �I 1 r I l \\ REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. OR AS
<br /> I REMOVE 143± SQ. FT. OF .`' I Iii I 1 / k- _ 11 STAMPED CONCETE, PER \ N N N
<br /> II �EXIST1NG CONCRETE FOR ��w���i�1 \\ DIRECTED BY McDONALD'S. N 0 0 0
<br /> \���.,�� EXIST. "GATEWAY" SIGN �`� I - _ - lc, I RESTRIKI I TRANCE HC I
<br /> II II McDONALD'S \ \\ N
<br /> 11 NEW CURBS & ISLAND �'j�j>j�'i II I III �. 0 0 0 0
<br /> CURBS ��♦ REMOVE wlNDow W-' I IIS I WALKWAYI A EA PER y
<br /> I I I ®��I -If I II 1 „DIMENSIONS SHOWN MATCH EXISTING c. M
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<br /> 1� I I r �% %p4
<br /> ) - - - - - Z11 'I ' ' TI IIEXISTING PLAYPLACE II \II / II `cr g EXISTING �� _ 11W REMOVE 165 SQ. FT. OF I IIIII3.o'R \/jl - -Ii �', � LANDSCAPE - -iI ASPHALT & CONSTRUCT I II IILU z L \ / I '1 ZI RANS. / / II 165 SQ. FT. OF NEW I I I • II II II 11 001,x`000 \
<br /> li ¢ ti II I o I \ ♦�� • o z — — _ JI STAMPED CONCETE, PER I !1 r I ! I !r■��■■f�r�,`t�`�,`,`�;����O�°�� o_ II \ \o w I 121 \ �� - / EXIST. MENU BOARD I LLILRLLCt O po \ = 43'0731"
<br /> _ II McDONALD S I LL IL11♦♦ _II \_ 2 _ i RELOCATE Ii /I ■■��■■��■■0`' - - - - \ R = 282.00'
<br /> I cn I EXISTING CONCRETE II / :G .r':R " L11. 1I �F II \I' y I ,18 LL . . LL LL LL LL riB CO TRUCT 26.7± L.F. OF II \w ¢ s ! niw I \ LEAVE IN PLACE EXIST. TRANSFORMER - - - -11 h i / I ie!Eiei e!6i!envICIEie!l;i (! (( EI �; \ L = 212.26 14.„...4\
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<br /> CD z Q o Il XI - - - A IN P A IL i, L r _ i�����'f���l�� 6 HIGHBACK CONCRETE - - - -II \ \ 9'••��°°•~'�•�'�r o IL _ _ REMOVE EXIST. LCE II II I o I } i_
<br /> Hc, aI- - - PAINT - - - - II `� II I I„ I-00 OF ANDSCAPE ISLAND0.11,f41/4.0
<br /> . .oN •,dy
<br /> CU WALL & 165± SQ. FT. II �\ k ^ o ,y
<br /> <- y EXISTING REMOVE 33.5± L.F. OF !I I TALL 4)I HADCO LIGHTED �I WINDo�I II \ k CC °'' COv '
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<br /> CONCRETE I EXISTING CURB & GUTTER II w IL BOLLARD APPROVED 8 — — • '
<br /> o w EXISTING �1 ( -II \ O• Q- z
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<br /> P — —�\ -F. /� EXISTING CURS & GUTTER N( SEE DETAIL ITHIS SHEET , II W i II \ \ ODM Q1
<br /> )= y M I II (EUMI�VATIE2) STALLS) \ _ �I II I III 1 1
<br /> 1 �\ I) Z _ - _ - --II 1 Cr) PAVING SPECIFICATION FOR McDONALD'S SITE
<br /> REMOVE CONCRETE, ASPHALT, LANDSCAPE, i II o \ (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS)
<br /> I II ETC. AS NECESSARY FOR NEW CONSTRUCTION / / Z 1r 16/I I \ \ I \ yi EXISTING BUILDING Z _II 11 I �)
<br /> OF DOUBLE DRIVE-THRU LANES i / 11 I I ---...1.4,.., p I _ _ — — 1
<br /> I II i I I I II II W I it 1 �1 COMPACTION: 4" A.C. (2 LIFTS) 96% MARSHALL
<br /> r \ I II II I II I 1 I� 8" BASE COURSE 95% PROCTOR 5
<br /> I-'1 CONtTRUCT 40± L.F. OF o II II I _ — - - 1 I I \ OIL CONTENT: 4.5% - 6.0% co
<br /> / 'ETI1OL/ TION / LAN '6" SII WALL CONCRETE
<br /> O as II / CURB WALL & 125± SQ. FT. z �I WINDOW u I 16 II I II STABILITY: 100 LBS. MIN. Z po
<br /> SCALE: 1 =20 J I TV OF -ANDSCAPE ISLAND II 1 - - - - II I GRADATION EXTRATION: 55% MAX. SHALL PASS U.S. Q
<br /> " II I 1 'I W 11 MATCH EXISTING I II I I STD. #4 SIEVE. 0
<br /> 211 ' I I �l RN 1 4 11 CONCRETE CURB It I I o CC
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<br /> Ir 11Hl 3/1/1/0 \ I TBC p CONSTRUCT NEW II I - - - - -le I I C O Z o
<br /> w I1/4 II DELIVERY RAMP cn
<br /> ! I i I II I I NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION 8 Lv
<br /> NEW PAINT GRAPHICS / I r 11,5'R 1 - - - _ II� I I TEST AND/oR A CORE SAMPLE IF TESTS PROVE CORRECT, PER ABOVE
<br /> I SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, o _I
<br /> AND STRIPING PER ! 4,5'R TBC I WINDOW I IIS I Y I OTHERWISE, G.C. WILL BE CHARGED. < J
<br /> ; I , . I I I McDONALD'S (TYP.) II / / I I — TBC I II I - - - - �I� I w I SEE SOILS REPORT BY
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<br /> • \ I �I I 16 lHIGHBACK CQNCRETE ' EXISTING /i Iw I LOT LIGHTING RECOMMENDATIONo LANDSCAPE // / - _ - _ 2 I w z\ II I I CURB WALL & 196$ SQ. FT. 1 � ®' rExlsT.� -1! I Z I >- w w
<br /> \i I II EXISTING BUILDING I I OF IILATVDSCAPE II�LIAND \ TRANS. // / II X CC }- 0' a
<br /> �� L J w SECURITY LIGHTING SYSTEMS w
<br /> I \ \ II I I 1' I I 30.o'R \\S,\ �, — — — - �I I I 3477 WEST TOUHY AVENUE 0 D
<br /> I I ! I! I I / II LINCOLNWOOD, IL 60645 a = w o
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<br /> _ — _II I a o cnw `° \ O I '°MAIN ENTRANCE SIGN - - I NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED.I w CO STRUCT 26± L.F. OF I z
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<br /> z Z \ I I! z ! I TRASH I CONCRETE CUB & GUTTER, MATCH _ _ _ - _ — — = J1 I I-� (EXISTING) " w Y
<br /> z g \ I v, I o I EXI TING AS NECESSARY _ _ _ _ _ —
<br /> a EIr. 3/1/8O X (.3
<br /> ENCLOSURE m
<br /> (( — _ —�_� EXISTING CURB & GUTTER I I;M V Q
<br /> 1 a \ \1 w I) o I - - - - - - - - - - - - - - - - - - - \(�. - / 1 I� TOTAL . „ . » • w ►- a
<br /> 2 H.C. SPACES 14-0 X 18-0 0 60 D_) v) o
<br /> m I I — — — — Itn SPACES 28 SPACES 9'-O" X 18'-O" 60° o ~
<br /> q PA0 L. 0 I I I v I — / O= 10'44 34 z Q o
<br /> 14 a p mta. I RELOCATED CUSTOMER ORDER w I _ MATCH EXISTING / R = 1053.50' 47 ' " ' " • Q
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<br /> il IA DISPLAY/SPEAKER POST II — STRIPING AS NECESSARY �� / L = 197.53' 17 SPACES 9 —0 X 18—0 90 z o N
<br /> I� I / PARKING INFORMATION z L
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<br /> DOUBLE VEHICLE HEIGHT I II wlNDow _ I _ NOTES: REQUIRED w W
<br /> I • DILL ON ROAD w
<br /> INDICATOR POLE i II I I I I PATCH & REPAIR ASPHALT OR CONCRETE PARKING 17: p
<br /> SEE DETAIL, SHT. SBS D1,- - - - - - - ; 7 �g r I AS NECESSARY FOR NEW CONSTRUCTION
<br /> CALCULATIONS o Q
<br /> �' -olw � RELOCATED MENU BOARD II i ALL EXISTING PARKING STRIPING TO REMAIN . ,: 2 H.C. SPACES 14'-0" X 18'-0" 0 60° w
<br /> 0 >" 1 % NT
<br /> EXCEPT WHERE NOTEDN 4 PIPE BOLLARD (TYP.) 1 S 71 1 24 SPACES 9'-0" x 18'-0" 0 60° i- ,tII INSTALL AS NECESSARY - �' ,' , �• 1 // / ALL NEW CONCRETE CURB FLOWLINE CONCRETE 42 . " " • o r `'
<br /> I SEE DETAIL, SHTI:Li . SBS-D1 \ --' `. ' 7 h`D EXISTING // 16 SPACES 9'-0" X 18'-0" 0 90 ��
<br /> \ c� �, / SLAB AND ASPHALT TO MATCH EXISTING
<br /> 'to \ `L. �O s •�� ' LANDSCAPE // i GRADE AS NECESSARY 1
<br /> I Q A- `' EXIST. /
<br /> u) , /7 / ALL NEW SURFACE DRAINAGE TO MATCH EXISTING ..,.._;.. �Aq SURVEY INFORMATION
<br /> NEW CUSTOMER ORDER \ �`9 6' > L TRANS. : ,% / SURFACE DRAINAGE :5-3 4" ' —_k "''2' ' �� \ PREPAREDLu
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<br /> ' / EXISTING GRATE ON SOUTHWEST CORNER OF _- ' - °'kit a
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<br /> SEE DETAIL, SHT. SBS-D2 \ S — - — - { ` ' _ u gr�� DATE: L`'
<br /> \ ,' �` - / PROPERTY PER CITY OF LOUISVILLE PUBLIC ,,.. > Q
<br /> N. WORKS DEPARTMENT REVIEW & COMMENTS ,` - = s `, „- i z
<br /> N NEW VEHICLE DETECTOR z ... _ ,.ti t._.�v , � LEGEND a 0
<br /> LOOP #2, SEE DETAIL, N N �'° "'`e Q w
<br /> SHT. SBS-D2 EXISTING ELEVATION (FL 5255) RADIUS R z D z
<br /> TOP BACK CURB TBC Q Q
<br /> — PROPOSED ELEVATION FL 52.6 _1 z "in
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<br /> -9444,4470---- - - — - - - I FLOWLINE FL a
<br /> LANDSCAPE ISLAND PER OWNER/OPERATOR
<br /> PLAN, ADD IRRIGATION SYSTEM AS NECESSARY '- PROPOSED "CATCHCURB" 41110:61*., ° EDGE OF CONCRETE EC � �
<br /> 0NEW MENU BOARD NEW VEHICLE DETECTOR TOP ASPHALT TA
<br /> MATCH EXISTING PER PLANNING COMMISSION/CITY SEE DETAILS SHTS. LOOP #1, SEE DETAIL, "HADCO" RL72 BOLLARD W/LIGHT DETAILS # OF PARKING STALLS 10 TOP CONCRETE TC F
<br /> OC I iCOUNCIL CONDITIONS OF APPROVAL SBS-D1 & SBS-D2 SHT. SBS-D2
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<br /> w CO 2 . W o� PLAN SCALE: 1� = 20' N o Li
<br /> DOUBLE DRI VE— THRU Q 0 Q < Q
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<br /> I z 939 DILLON ROAD W Z a < o
<br /> Sl TE IMPROVEMENT PLAN U
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<br /> ® >- 2 / CITY STATE ZIP STATUS DATE BY
<br /> d ct o a < PRELIMINARY
<br /> LOUISVILLE COLORADO 80027
<br /> Cr Q a o CALL UTILITY NOTIFICATION
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<br /> o CENTER OF COLORADO cfP4miwillCOUNTY PLAN CHECKED
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<br /> 1-800-922-1987 BOULDERAS—BUILT
<br /> . , o MENU BOARD, C. 0. D. , ETC. LOCATIONS ,,
<br /> 1 z SCALE: 1"=10' OR 534-6700 DENVERO % / Engineering Associates, L.C. REGIONAL DWG. NO CORPORATE DWG. NO.
<br /> 0 CALL 2-BUSINESS DAYS IN ADVANCE SGS 4 South Green Street
<br /> BEFORE YOU DIG, GRADE OR EXCAVATE i
<br /> a FOR THE MARKING OF UNDERGROUND Murray, tah 84123 801-713-3000 DEN 294 S P_1
<br /> MEMBER UTILITIES. y'
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