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<br /> 133
<br /> _ * _ _ ___..../ 4,.. 1_,,,ess 4:8: : _ s . ___\41.,. _,......, __\* ...... .....c.v,,.9...7..„.__________ ....<__E4IsTING,,prisNvitat44:,,.. N \i Atrba'Ral7.:.."9:911:0:50: _ . ..,,t,..4.1:: ............:. .;,..,."f,...._. ,,..H2, ... ' •• or. STORM CULVERT OR EX 54" CMP !"
<br /> o M
<br /> -. LARGE°METER STORM SEWER 1 1 rr-,1" 3:1
<br /> ••••• 6 • * • :4• : • •:- •••• .'4.-.. •P
<br /> 5 TYPE R INLET •
<br /> • " • .; • • 48 .•• .4'. 4. ....a•• EX. SANITARY SEWER Ex."' Pvc LW SEWER g
<br /> 1 z
<br /> NORM.t= 65.20 in • •• * .
<br /> INV = 62.00 $ 63251CrE • A • EX WATER UNE.
<br /> DILLON 47.65. 41. ROAD 18" F.E.S. EX. 12' RCP 01/WALL tar or4c49. _1.7.
<br /> 1 •
<br /> 1 INV 22 61.47 INV ••• 56.95
<br /> WITH EX. GRA.;El. R)IPRAP) LL CLIRS EX GAS UNE.
<br /> EX BURIED ELECTRIC LINE
<br /> -..................
<br /> Cicl •
<br /> :...:., 4.4 t• ,f....ik ..•;. :.....r .•.f.. ...t..1"/Pi'.•;...t:0.:.•'P.: . .. ... • p.... - * •••I 46.:e. 1.5"
<br /> EX BURIED TELEPHONE UNE
<br /> . ...•.• . . 1111111111.1. :**• .• .....
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<br /> if - INV 18 =60:3 SILT ---- -••-• -54,05•444,.. . '' '.••.-••*•;11$;8•••;.:!•4.•:i:*-.1-es ''..4 :744
<br /> EX CURB INLET 11 - _ ze Nato 0- FENCE. -,
<br /> --- ...N.„,__ ••••‘ \:•••1::• " '•"::•:-...:I:'•••••• • 1-1/2"R (r'P) EX OVERHEAD POWER AND ELECTRIC ----owi----
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<br /> E 0. 64.0* .1.._ft4t14•••'.6- 1111P- ..- '...- ------ ---- ..-- --
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<br /> . . : • 7. EX WATER 144LV E. litiv 30 20 10 0 30 60 1 /
<br /> • . Illijillil=11416.111111111 I I
<br /> .. -1rtIACIrz., ....... ---...„N„, .,„.. ,
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<br /> R .1% t# .. ) I 1 i ".'' ' l' ''' 'v..;. cb :...* CATCH ME
<br /> 40 .., ...., 114N*-7.4...4.1%.7,"\--• ---• - INV--= 844 11 "// 1 .4 8 iii 1 iiiiiii it...* EX POWER POLE dc"
<br /> L I '' # -..., .8„..2, ---- -,.._ .........: ..... i L.. . .
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<br /> I1 : ' fq• .* •‘•: ....,,
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<br /> .%....„....• f .? V 4 or ---
<br /> 65.4 • • • "•••,„% e ••••..,. 4***,
<br /> PE/JEST/MN ACCENT PAVING . 1
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<br /> i.•
<br /> PARCEL
<br /> NoRm.,.. 64.00 -14=•••...'"•• / o
<br /> - •••: :,',•,. INV IN) = 58.80 - --, *4 •04 / ..i ,
<br /> ••• : • at. TRAFFIC DIREC770AAL ARROW 1.10. itoll' I
<br /> ' . • • OUT) ai 58.60
<br /> 81100 N 440%.01Z14 / 0 /.••
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<br /> ;_. ,,,',"; 1 et i..,. .63 3.PAC°NN C** Itit I yr# ' „..1%iwg IF, ••• -. SPILL CURB 111111111111111111111011011 • .4,
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<br /> A 1 84 EX/S17NG CONTOUR - -5465- - •ONIIIA ST. i
<br /> NI ; A*409214 fr
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<br /> 40 RIO 00.00'
<br /> PROPOSED CONTOUR . IIIIMINSIIIIMI 65 181,11#1=11110. a C 8 ,,., -
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<br /> - , 66.5 • \
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<br /> 1.,''. PROPOSED SPOT ELEVA770N + 65.0
<br /> gill g.- 43 11
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<br /> 1.2 D \ 4\ 66.7. \ 1:.': 43111! '3 `**IP
<br /> /-I = 33 •
<br /> !7,-•-•,. .' J. PAINTED TO MATCH LANDSCAPING
<br /> C
<br /> WM l'. EX• *4':4% - BRICK COLOR BENCHMARK 1 1
<br /> 133 0.53 ENE 1 • 44.„. • EIN iliiii. +66.0 %'' 48% _ I
<br /> VI % db t•-•\(4-
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<br /> on taiL..ENI 66.2
<br /> SITE t..
<br /> um VT OW TOSIDAYS \- , • .;;.N " :I. 6$0 4,Yi% 11•:'
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<br /> A.' ,P.5)./, ,,,/ , / AN ALUMINUM CAP EL 5440.91
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<br /> 4) 144* I I
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<br /> 67.15 r- c §4 1211 16... IlLinia _ „ 410\ .
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<br /> ir;dh, . . c° MATCH-WO 0 E GRADE 41iirtiii•L2 Wrr"411E•1*•‘!-'' '-4.311 * i i•A ''"• r . ‘011.6"1
<br /> ,•'' ''' al 64.50 ''' , •••:04:;;;* ENTRANCES •
<br /> 11114.4
<br /> OF PAVING Iva ,tv
<br /> •
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<br /> SAWCUT EX. ASPH. AND INSTALL Tly ..t Hp Milli= ...-T.- . .4 64.40
<br /> zwerN
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<br /> NEW CONC. CURB AND GUTTER ••.-
<br /> . •„
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<br /> 1 \ti EU "•••, `Al fel[Mitli ii,:47:NV aPTiliTIT 2601333 '' 411121 0.2
<br /> AT EX. PAVING GRADE. 408,6, &ail F.F. as 68.0P !owe. ' - 4. 11 ••• 1 ..*.
<br /> 1:17,40„ 41'II;:: •
<br /> ••'?'.•: r.. 0.11 0.9
<br /> VICINITY MAP
<br /> SLOPE VARIES. 'V. 170I UP ‘s,,, Laillii,111111111111g; : ---- /
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<br /> MIN SLOPE a, I.5% * ril 68Ex..0 N.. EMI 30 11111114111. ,10 irs , ,
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<br /> O. " ,AT" UM S IP 1111PIPO " • 1 ee * °f
<br /> .9.0411 ta i 4 41411112 ill fa,4ottoil 7 - $
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<br /> t•Vt'' tig 0 FENCE 1 ;
<br /> FUTURE MASON Or 0/"( ow tti :id /
<br /> GENERAL NOTES '
<br /> 20'lillUtY EASEMENT DOORX '. 4., . 41141111iIIIIIIIMESI
<br /> I I
<br /> PER ROUT Or LOT 1 ts lio
<br /> (4 II' _:_.'_•_:_..._:-s_ .. *:../-",''''' _%____.'"1` --- -`,t` .. •,,' '9- '' ('''
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<br /> -- -- -- - -... ,- - ,„-- --- - ---
<br /> . 0010 7
<br /> 1 •.1,,. i I. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY FEDERAL, STATE AND LOCAL
<br /> b .-. ,,,..-.. .#• --. ........-
<br /> PERMITS REQUIRED FOR CONSTRUCTION, ALL WORK SHALL BE ACCORDING
<br /> STANDARD • I C • rallilkIPIWallh•41411111111Eni 92. ---
<br /> * I
<br /> TO THE CITY OF LOUISVILLE CURRENT STANDARDS AND SPECIFICATIONS.
<br /> CROSSPAN
<br /> ‘',•74.1.4.z,--11•1414401.1111161111111 -iiir441 • ---.#.
<br /> *at'''••• 68 "
<br /> 54-LF-8" PC 68 0 ---- ft
<br /> 70.0 ,t,' . .
<br /> ,•:,,....,,, ,...... 4> • 1•4 2. ALL EXISTING UTILITY LINE LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR
<br /> -- t . EX. •,••1•
<br /> .... ^ n
<br /> AND THE ENGINEER NOTIFIED PRIOR TO CONSTRUCTION. IT IS THE PLANS'
<br /> .4 h •....„. 68.3
<br /> i / .....
<br /> INTENT TO SHOW ALL EXISTING UTILITIES, HOWEVER IT SHALL BE THE I
<br /> fi (0 , artr Ar PVC - ,...,:, .--As L.,,, I b 1 B CONTRACTOR'S RESPONSIBILITY TO BE SATISFIED THAT ALL EXISTING UTILITIES,
<br /> 1 d AT 10111..... e. AT I% MIN; ....... __'...
<br /> --4-' 0.5
<br /> 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO WHETHER SHOWN ON THESE PLANS OR NOT HAVE BEEN PROPERLY LOCATED.
<br /> ............/ • r. Iiii„„. ,
<br /> / EX. ,--..41_,S- "...LANDSCAPE WALL, •. ly. ,
<br /> IF,A • •
<br /> 1" 0.22 1.7
<br /> 4 BY 4 IN (10 BY 10 CM) THE POSTS.
<br /> ----GAS or NEE:c7:70.1 111414011 SEE'OEINL_ V . - 1" TRENCH UPSLOPE FROM AND
<br /> 1
<br /> OAS IIRK # a; 2 t,,
<br /> 3. THE EXISTING GROUND ELEVATIONS SHALL BE FIELD CHECKED PRIOR TO i
<br /> 5470.."'"- I
<br /> 1111 411 . - 0 CONSTRUCTION AND THE ENGINEER SHALL BE NOTIFIED OF ANY MAJOR
<br /> OAT INK #.1) ALONG THE LINE OF POSTS.
<br /> 0
<br /> .I.L
<br /> rq
<br /> I l l e. *4 I is' almullimmis 33
<br /> • .... :1_ immummummum 0 DISCREPANCIES. NO EXTRAS SHALL BE ALLOWED WITH THE CLAIM OF
<br /> ...-r „ Lit, r..... mummii 0
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<br /> INACCURATE TOPOGRAPHY. i . ii
<br /> N 85102'30"W : Itio7t.,, -' • 70.7 - ' emminft #4, .• 'ii:1 :........,.,..7,_.... ,„iliftwiwil. Iii,
<br /> '-'---,-- .....-
<br /> 28.69 , '',;''', uIUIImu4. ALL SPOT ELEVATIONS ARE TO FLOWLINE OF CURB OR TO TOP OF
<br /> , ... . , 4., . .
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<br /> ...........0_,, •••••"'""*"" -, li••••• I GROUND, UNLESS OTHERWISE NOTED. , z
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<br /> oart arm tire" _ _ -417;* %•:•:•-•••••.: 11 er " •, "------ - =11411•11- "7= 5. THE PROPOSED STORM SEWER DESIGN CAPACITY IS FOR THE 100-YEAR 3-- 0
<br /> -,;, ••••1 -
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<br /> "11 ail as...............158.13.2", ,,___ ,
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<br /> .„..... '...10. ii...1114 .12italli FREQUENCY RUNOFF. i
<br /> - z
<br /> rri C3
<br /> ---- -1--- _ now.4.
<br /> ------------------------ ••••••••••••.....44. .--- nascr 4. - , , ----- ' 4 IN (1 0 CM) ci M
<br /> .,-
<br /> ..-• • 6. THE LANDSCAPE STRIPS BUFFERING THE PARKING LOT FROM THE INTERNAL >
<br /> - 2213'43-V/ ---------- " ......4.
<br /> 33
<br /> .,.....'' ,....,........M..***...............*.........r.** Earj--, 1
<br /> - ---......-_,.............* ow w mimes 11=11= _17
<br /> ...-- 8.74' Ale WV E SOW ROADS TO THE SOUTH AND EAST SHOULD BE BERMED IN A MEANDERING
<br /> ...-
<br /> .....;t- ......r.. w.
<br /> • ,II •• • .1 INV$54410.72
<br /> 1 ip
<br /> ..----• _ -- ---- ..•:-• :4... ::-AiT•%;•i7 4:''4.•:4.!:•:, VANINIOMP:;;•'.:*-- 7 ....:;•,....-.-..i,I7 „ .. INV N NOUS 0.,NIS c' FASHION (APPROXIMATELY 12" -I-1- ABOVE GROUND)
<br /> ---
<br /> „....------- .... .,..,.•••.•-•(-:..7:7:..Q•71:4:....fa•'••••* •l••.. ,r . Kt. ••• •%,.. • • 46 l• oast PRE ° INV I SODA ,--,
<br /> ‘ I ------.--__ ,...:
<br /> NV E SO=
<br /> ••• N..mds; 1 anwt/ mown ...1 ••••• .....175-•%-3,-;:t-'5•-:$, • -
<br /> e , 1--.. :•••• • 11%. 4
<br /> CDOT INLET TYPE C l' •.•••).. •••••• z• -.-•
<br /> *•••. ‘ I
<br /> 3. ATTN.:11 THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE 7. 'THE CONTRACTOR TO PROVIDE CONSTRUCTION DOCUMENTS FOR THE
<br /> -,... . _
<br /> AREA DRAINS SHOWN WITHIN THE SOUTH PATIO AREA. THE AREA DRAIN
<br /> XI 0•6 \,ei 44 1 xif --=`•-•;•--172.-,.... .,..„...„....„........._
<br /> PIPE SHALL BE 8" PVC AT 1.0% MINIMUM SLOPE.
<br /> WITH CLOSE MESH GRATE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL
<br /> 0.25 2.0 NORM. E at 68.00 410... ...-... INTO THE TRENCH.
<br /> G.) GRATE EL = 67.9
<br /> I I ..
<br /> 8" INV (IN) 10, 64.44
<br /> ces
<br /> t 1 4
<br /> 18" INV (OUT) = 63.61
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<br /> DRAINAGE BASIN DESIGNATION D
<br /> 1 _
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<br /> 1 I 1=1 I 1:111\ :-III SUBGRADE (TYP)1--
<br /> . 11-III i I 1----1 I '
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<br /> co 2-YEAR FREQUENCY RUNOFF
<br /> CU III
<br /> 1.5 I
<br /> SILT FENCE
<br /> .,
<br /> 100-YEAR FREQUENCY RUNOFF ____ 4.5 NO SCALE
<br /> (13 COMPACTED
<br /> En
<br /> I
<br /> = DRAINAGE BASIN DELINEATION
<br /> 1- 3' PAN DETAIL 111111111
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<br /> NO SCALE
<br /> cy:
<br /> I 1 r-
<br /> -0
<br /> 0
<br /> '8
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<br /> r._ PREPARED BY: PREPARED FOR: PROJECT INFO: DESIGNED BY: REVISION DESCRIPTIONS DATE DRAWING INFO. DATE: JOB NO: SHEET E
<br /> Drexel Barrell & CoEngineers Surve
<br /> ID . ' yors
<br /> BDM REVISIONS FOR BUILDING FOOTPRINT 8/27/99 MAY 28, 1999 E-5140 2 K, Ea' x
<br /> ! ,I
<br /> -:r .-.......),Th..............
<br /> LT; --.---k....L-,-.. 4840 PEARL EAST CIRCLE, SUITE 114 BOULDER, COLORADO 80301 (303) 442-4338 ALL STAR INVESTMENTS, LLC LOT 1 6, CENTENNIAL VALLEY, PARCEL H DRAWN BY:
<br /> ON
<br /> ----
<br /> 6365 CORPORATE DRIVE COLORADO SPRINGS, COLORADO 80919 (719) 260-0887 6528 COLUMBINE COURT BDM GRADING AND DRAINAGE PLAN
<br /> SCALE: DRAWING NO.: SHEETS
<br /> •cr
<br /> LOUISVILLE, COLORADO -
<br /> CHECKS) BY:
<br /> '-' 5401 W. 10TH STREET, SUllE 100A GREELEY, COLORADO 80634 (970) 351-0645 • NIWOT, COLORADO 80503 5D 1 51 3
<br /> ui CONTACT: BNW , v:
<br /> .--
<br /> SHEET 0 OF 0 SHEETS
<br /> j 1 g 1
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