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<br />Lotiisvil le
<br />7-$' tam 51r\.
<br />-87-3irti
<br />an
<br />\. 4
<br />SITE 1
<br />.......
<br />1111-.. 4'411 '
<br />8. BOULDER RD. #1% '"";1) ' • •
<br />i I
<br />. 4
<br />•
<br />0'4
<br />1,,
<br />• 1
<br />9 e,,'‘,1711.1it " 9
<br />P
<br />A. 1.11" 40.t
<br />LL,#.1 4v. • ** 1,
<br />1'
<br />LEGEND
<br />••••••111.11••••• •=8/0 1/1•10 tmoommeo
<br />1
<br />a*. a .1a. •
<br />VICINITY MAP
<br />NO SCALE
<br />PROPERTY LINE
<br />PROPOSED CONTOUR
<br />SPOT ELEVATION
<br />TRAFFIC FLOW DIRECTION
<br />3AN SANITARY SEWER SERVICE
<br />00
<br />000
<br />A
<br />_
<br />WATER LINE
<br />SANITARY SEWER LINE W/ MANHOLE
<br />FIRE HYDRANT
<br />CURB 8 GUTTER
<br />CONCRETE
<br />SINGLE PARKING LIGHT
<br />DOUBLE PARKING LIGHT
<br />BUILDING ENTRANCE/EXIT
<br />EaRtVED ALUM. CA]
<br />CCPNB1S. HINGEDTC
<br />WHITE BACKGROIND -
<br />POLYCAFEICNATE FACES
<br />ORANGE BU4. PMS 137
<br />RED ant. AS
<br />FACES TO BE DI
<br />Oa
<br />FERIt
<br />TI. Z
<br />7MM .
<br />ALL RETAINERS4 F
<br />DARK elioNzE cwrivu
<br />MANGE BUN. PUS 137
<br />2' DIA. REG. MARK - SPRAYLAT
<br />RED A8 34e5
<br />SHEET METAL INSET
<br />CONCRETE BASE BY GENERAL
<br />CONTRACTOR
<br />.8SO. .375 THICK s1€a. SAFE
<br />TUBE 6 CONC. FOUND
<br />CONDUIT V/ 20 AMP C RCUT
<br />WIRING INSIDE OF SIG'MTG. TUBE
<br />BY GEN. CONTRACTOR.
<br />WWI EIJVATION
<br />SCALE'
<br />planning
<br />APPROVED THIS
<br />COMMISSION OF THE C
<br />NO. hi SERIES
<br />DAY OF 99
<br />Y OF LOUISVILLE, 'IL
<br />RMAN
<br />city council
<br />Thep
<br />APPROVED THIS DAY
<br />THE CITY 0 LOLflSVILLE,
<br />SERIES
<br />111->si.
<br />MAYOR
<br />:•z:
<br />clerk
<br /><4\
<br />(StATE OF COLORADO)
<br />(COUNTY OF BOULDER)
<br />OF
<br />COLORADO. RESOLUTION NO. PI
<br />0
<br />cr
<br />0
<br />0
<br />2ntr•tRr• •R9,L4
<br />96
<br />BY THE PLANNING
<br />RADO. RESOLUTION
<br />SECR TARY
<br />1992, BY THE CITY COUNCIL OF
<br />CI LERK
<br />HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED IN MY OFFICE AT
<br />O'CLOCK, t .M., THIS DAY OF , 1992 AND IS
<br />210
<br />''-' ;•i! : DULY RECORDER IN PLAN FILE .P.-; c-,2•031415, FEE 9)0 MO.4
<br />PAIOCla? , FILM NO. (7151 , RECEPTION NO.Oinli at
<br />i .
<br />r toti 4! 11tu54-bli
<br />RECORDER
<br />5
<br />SW COR. SEC. 4
<br />T. I S., R. 69 W.
<br />6th. PM.
<br />u. ,
<br />0
<br />EXISTING EDGE
<br />BURGER KING at LOUISVILLE PLAZA PAD°
<br />j
<br />0. 10 2f/
<br />I 111.--= ZO,OrT,
<br />F 4
<br />1912
<br />1
<br />*c)
<br />Of - 1
<br />1
<br />Mi6-04
<br />- 2
<br />4 3 2
<br />.46
<br />15.65
<br />'NA
<br />7:t 3t
<br />5;1H' " •
<br />20.0' ) 30.0 - • 6.0
<br />/ • - • .
<br />fox/
<br />4)/5>
<br />P/S,R.2
<br />ro
<br />0
<br />NOO°09119"W
<br />1
<br />1
<br />o
<br />, •
<br />60.0'
<br />25.0'
<br />IGATION EASEMENT
<br />4
<br />MENU
<br />BOARP
<br />Cf, Ut
<br />6' C. Li 14
<br />S11.4r,0
<br />•
<br />43EK\I .4196.at') \661,/
<br />-1-1i7r11/41T p&-rE
<br />I I/2" SERVICE
<br />WATER METER 1,ex-6:1/..17
<br />52.22
<br />1
<br />1g tt!
<br />5.5
<br />jr
<br />4" SANI TA/T
<br />SEWER SERVICE
<br />CLEANOUT
<br />INV. =50.40
<br />40' SANITARY SEW
<br />EASEMENT
<br />rf_. 9 7 ital N17-4 A6
<br />----- 6) ?.
<br />30.0
<br />WICIst
<br />7 -
<br />x 8-00NC. PAD
<br />FOR BXE RACK
<br />4 13t1F55,?44,
<br />4.A.Z•tritisr;s,'D
<br />20.0'
<br />30.0'
<br />1
<br />11#()N41.
<br />441;44 1.11,4"
<br />.
<br />c)\
<br />'4‘
<br />1,1
<br />51
<br />126.40
<br />Jan
<br />•0
<br />trie)ft HIGH MONUMENT
<br />SIGN
<br />0
<br />(ct
<br />0•11•• IMMO
<br />S 89°14'02"W
<br />SOUTH BOULDER ROAD
<br />GERM/WIWI •
<br />ARCHITECTS/PLANNRS
<br />COSTRUCTION fAARAGENIENT-----
<br />'p-
<br />..Eteditc_J.Hattmart.
<br />*on
<br />_ .
<br />135 west Swaim, Road
<br />Pott Came, CO 80525
<br />(303)223-7336
<br />011•••••• ..irtai,•••••• • • taMealawoOM •awar
<br />TRAFFIC ORN)E
<br />MANHOLE °C° COVER
<br />U.S. FOUNDRY N.310
<br />PAVED
<br />ECKOITICN
<br />GRASSED
<br />ff
<br />PLAN VIEW
<br />II ti
<br />t• 64, ri.16,#),Crz l
<br />[ 5' CIP
<br />CUTLET
<br />II t ‘
<br />A \ \ /04.
<br />g3 -L, \ :"."....S..1
<br />. ..'. 1
<br />1,1.4...••••• A. .1.•••••••••• .00.1•10 •
<br />N3.4 AT 9' 0/C (TEMP.
<br />TCP BARS)
<br />NO.5 AT ('O/C
<br />1 BOTTOM BARS)
<br />PROVIDE
<br />VENT AS
<br />REWO BY
<br />LCCAL
<br />CCOE
<br />RUCK LEVELING
<br />4 EXTRA NO.5
<br />AROUND OPENI
<br />1J11404i,
<br />3'
<br />414' 4/4 V..F.
<br />47!
<br />SECTION 'A -A'
<br />2-N3.5
<br />(ALL ARM)
<br />• MIN.
<br />&Win
<br />S.
<br />1200 GAL
<br />CAPACITY
<br />NOTES:
<br />1. PRECAST UNITS ARE APPROVED FOR USE PER ABOVE DESIGN
<br />fito 0HMI MIS .
<br />2. BITUMASTIC COATING ON BOTTOM AND AU. SIDES
<br />(EXTERIOR 014).
<br />STAND CODE MALL APPLY IF REQUIREMENTS
<br />*II II AWARD DETAIL.
<br />TYPICAL GREASE INTERCEPTOR
<br />par 70 SCALE
<br />land use
<br />AREA OF SITE.
<br />NET AND GROSS
<br />BUILDING AREA
<br />SITE.DENSITY
<br />BUILDING HEIGHT
<br />a NUMBER OF STORIES
<br />TRASH AREA
<br />WALKWAYS
<br />DRIVES
<br />',LANDSCAPING
<br />notes
<br />24" te 24"
<br />W -277V Enamel
<br />VO -277R Reflective
<br />JJ-Y15,1(1
<br />CAUTION
<br />( 1.1014-r -r9 1.16,k9
<br />ONCOMING
<br />TRAFFIC
<br />30*24
<br />RS 41 Emmet
<br />R&M Reflective
<br /><47
<br />10,052 S.F. 100.07.
<br />3,765 S.F. 37.57.
<br />37.5%
<br />16 FT.
<br />ONE
<br />405 S.F. 4.0%.
<br />1,498 S.F. 14.9%
<br />754 S.F. 7.5%
<br />3,630 S.F. 36.17.
<br />7CP RAIL PART NO. 1 -F
<br />2-1/2")46"X.080
<br />PART NO. 1-V
<br />TOP RAIL SNAP
<br />PICKETS PART NO. 3-8 4' 0.C.
<br />3/4"n/4'1.060
<br />POSTS PART NO. 4-8 St 0.C. MAX.
<br />1-1/2' X 1-3/4' EOUALLY SPACED.
<br />EOTTOM BAIL PART NO. 2-8
<br />4.000 P.S.I. EXPANI% CEMDIT
<br />BFRD. 8Y1 ALUM. TU3E RAILINGS, INC.
<br />430 MADERA ST.
<br />SAN GABRIEL. CA. sins
<br />LENGTH II SLCPE AS SPECIFIED ON PLANS.
<br />FINISH TO BE 70 D. MCKIE ANODIZED.
<br />41( tliSZr CoLISIg. a 4r.a.01J144 441)
<br />HANDRAIL DETAIL ?map
<br />SCALEWW-0'
<br />1. SITE ADJACENT TO THE SITE IS AT A COMPLETED STATE OF PAVING.
<br />AND GRADIN.
<br />2. SITE IS ROUGH GRADED TO APPROXIMATE FINISH GRADE.
<br />3. SITE FINISH GRADES CONFORM TO PRELIMINARY AND FINAL GRADING
<br />PLANS FORTHE CENTER AND THIS SITE SPECIFIC PAD SITE.
<br />4. THIS SITE IS INTENDED AS A BURGER KING SET WITHIN THE
<br />LOUISVILLE PLAZA ON A PREVIOUSLY PLATTED LOT WITHIN THE PLAZA.
<br />5. THE USE IS CONSISTENT WITH THE ZONING AND EXISTING P.U.D.
<br />PLAN.
<br />•
<br />411. SITE 19 CURRENTLY L I GHTED BY THE PARKING LOT LIGHTING.•
<br />7. THE BU I LD I NG IS LIGHTED AT THE ROOF OVERHANG WITH DOWN
<br />L I GHT I NG AND WITH DOWN DIRECTED WALL PACK TYPE LIGHTS AT THE
<br />VERTICAL WALL AREAS..
<br />I GNS ARE BU I LDI NG MOUNTED ONE ON THE SOUTH ELEVATION WHICH
<br />18 INDIVIDUAL LETTERS, ONE ON THE EAST WH ICH I S • A LOGO SIGN AND
<br />ONE ON THE WEST WH I CH 18 A LOGO SIGN.
<br />9 A 36 SO FT. LOGO SIGN MOUNTED ON A BRICK BASE 19 PROVIDED
<br />FOR STREET,. ENTRANCE IDENTIFICATION MATCHING THE DESIGN CRITERIA
<br />OF THE PLAZ A .
<br />10. 'DIRECTIONAL SIGNS WHICH AID 4IN CIRCULATION ON SITE SUCH AS
<br />DRIVE v2 LANE,CLEARANCE HEIGHT, DRIVE UP ENTRANCE, ETC. WILL BE
<br />LOCATED BY THE DEVELOPER.
<br />110 DRIVE...UP ORDER BOARD AND ORDER SPEAKERBOX ARE LOCATED.
<br />1 t.oia:r0s se,,Nile.f. To tg.rsit
<br />y.,v7- --r-g G11 -r -
<br />JULY 15.1
<br />1
<br />Co3
<br />
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