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<br /> ,
<br /> LEWD
<br /> I
<br /> DRA/N4GE BASIN BOUNDARY. E
<br /> DRAINAGE BASIN DES/GN PO/NT A 4.0` 1.0' TYP. S
<br /> 2-YEAR DEVELOPED FLOW (cfs t---- - -I
<br /> 100-YE4R DEVELOPED FLOW (cfs BLOCK WITH STUCCO ..•,�" PAHO EL = 76.5 o 0
<br /> ; -j p CD a C
<br /> m D z
<br /> DIRECTION OF FLOW �... - z o Z
<br /> 100 YEAR DETENTION POND OVERFLOW
<br /> 1� 4:1 SLOPE, �i p • - m Z Z
<br /> E.1: 1NTERMEO/A7E CONTOUR `- -- ---- -
<br /> LANDSCAPED H
<br /> z m •
<br /> EX. INDEX CONTOUR. . ..........,.---,•'.."' m z
<br /> S4cc" g D - 00
<br /> EX. SPOT ELY/MONS x &cu) \� D 7p
<br /> �• ._.._ CURB AND GUTTER r r o
<br /> PROPOSED INTERMEDIATE CONTOUR.... 64 7 _1 I. I z
<br /> PROPOSED INDEX CONTOUR •65 \ J D
<br /> PROPOSED SPOT ELEVATION. x 54.67 ``
<br /> (ALL CdGG ELEVATIONS ARE i U.N.O.) I
<br /> SPILL CURB AND GUTTER
<br /> (ALL OTHER SHALL BE CATCH) DETAIL LANDSCAPE WALL
<br /> THICKENED EDGE WN.X. ,.. , _ ,_ ,r,
<br /> ,...$4.4...
<br /> 30...20 10 0 30...........60
<br /> '
<br /> PERVIOUS AREA. 'JY CROSS-SECTION ,
<br /> HIGH POINT HP SCALE: t"=30' ��
<br /> GRADE BREAK CO
<br /> 11 LOW POINT IP 1
<br /> RUBY TUESDAY'S , _ , `` I i,
<br /> TOP B40K OF CURB To , ,\
<br /> FLOWLINE. JON'N'FL / // A 1
<br /> 41- EX. C & G `� 2 .
<br /> PROPOSED STORM MANHOLE • / r / i
<br /> l\\ i SILT FENCE / � �. /
<br /> PROPOSED TYPE 13 INLET 1111 • / `7215 )41•,.,„, /"
<br /> RETAINNING ,�'// i
<br /> PROPOSED AREA INLET / WALL - 41V :#
<br /> \
<br /> � / PV=73.0 \
<br /> PROPOSED CLEAN OUT •c.o. / TC=73.5 /44,01444411,4mittiammy �'
<br /> / `*.� � .1 h
<br /> SILT FENCE X X _~ r . i �U
<br /> _ '``� _� // f LOT IB s
<br /> )‘.
<br /> `-'.r/ � �ss� / L/,� STANDARD v o o 33D
<br /> ,� �. =73.9 _.,4..,:v...,,,
<br /> a ct
<br /> 1 , <; HANDICAP RAMP, "", CURB 8c GUTTER, =76.4 qA
<br /> �m '� HANDRAIL 80111 SIDES TYPICAL. m m z
<br /> 0.7 � I `' ' �► �• MODIFY EX. TYPE R. �, "�» �, � � � C
<br /> „or
<br /> %
<br /> �. . �,, �, L=5 INLET TO � _ z/ TYPE R 1=15' INLET \ PV=74.0 BW=75.5 z
<br /> t CURB \ 10 AcG • \ r TC=74.5 TW 76.4 �`•� p C�1 I:
<br /> ` �a �, 1k � ' EX. GRATE=70.0 ► q7/• t
<br /> CHASE \� 's+ '` :,-
<br /> -,d�!�� ,4. y. EX. INV. OUT=65.50 f 4 %�" EC.� m n < K
<br /> 0.37 lC , _,..,\.
<br /> 2� .., �• INV. IN=68.50 \ �^ �° BW=7 .0 '° m W
<br /> s•. 1 \\ 0 ` ,>� `��' o T V• ='"�1�.•4 D ITA
<br /> ,seti
<br /> I ~•,s�� 1 yS0 \ �` r BW=75.75 J , T �7
<br /> lea !t4s► Y r` A / _ A9 BW 75.5 o
<br /> eat r I;•.. ,` �k ..► \ � 41 f-��1/ V` / / PV=74.25 -76.4 , z
<br /> au 4 ' / '•...1,401
<br /> ate .�a ui \ 1 Wilt*`' ♦ . '9 \ / / TC=74.75 TW 76.7 i,,\'\ D
<br /> ,; \ ._, -0 ' ' •,,mili* ''.- .. s-, „riff, \
<br /> :47-ti5-itit_Ss'N--,,, N.N
<br /> 6;4
<br /> 8
<br /> 141/411'
<br /> \' , . �► v / PV=74.5 �r `� IRAOPOHSTED WALL .
<br /> f , , ^� $.I •
<br /> 1 ' ,f•����,` \ ° �` ` `. \ / `' � / TG=75.o Ii �� 2 5' \` a
<br /> 4...J ` \ ... - ' a \ < :11.%%.%‘
<br /> fix, . • • ; 41"%4•*
<br /> r
<br /> vas
<br /> / ail
<br /> ` 9�' .� , a LAN: WALL \ \ // / / BW=75.5 " , -.........,....._:Ns
<br /> I
<br /> ,s• v` ,*"4 SEE T7�►IL, . �,� \ TINNI',,,:s_4('.04
<br /> '� .. / / TW=76.0 p .
<br /> ..cr .',, r> \ `' g THi HEE`C� �' �, ;,. ��` / / fi ROP®SED G' .: ..
<br /> \ h N A a,y ���'• -:, 1.0101411744* \ rrl`'..r .}� 4r \y \ / / / •' 4� BUILDING
<br /> \ >c PAIP'r�'�•t; try A� 43 st 1.3 9• F., ,<e wire
<br /> ; ' ix.:.,. ,. \� to C} **11/10
<br /> F.F. -77.0
<br /> '�' �, tl� �. ,tat
<br /> ' 40.tt,,�,, {,� r ZIP 0%4., 5:Z ,. 4* _ MIMI 1
<br /> ' '-- X10 \ ! `1 r;)\ '//ilP® filk t B4.IWWI* )n Ito N ft
<br /> Bio -' '� . Fr `\ DETAIL LANDSCAPE WALL
<br /> • . gv- ,.,,,' APf-c, , , ' NiVr t,J s's.,,, I //
<br /> sy,• •
<br /> �.�7 7 �` Zr // :or:
<br /> �� / .> \ / v v v PLAN VIEW
<br /> I \ a.9 Aria �UI "'�► l M �* ',' I `�/ \ PV = TOP OF PAVINGZ i I : .,,. go. 76.4 '�� �♦ +� �\ �� A -� `` TC = TOP OF CURB
<br /> N.
<br /> aq� �♦ � 8 , ;, / ,. \ BW = BOTTOM OF WALL
<br /> (/) o 1 \ .fk "� � VP/ •. \V (I)
<br /> � � / N Ea: f7/ v>�s 1.5" TW = TOP OF WALL
<br /> .fir _ 3 1 • 76 ^� il
<br /> w 114,
<br /> \\N ��• [*wo �OJ j A\ /
<br /> .r' 11,, k,. 3 \ �ar , CT a • ./ \ / (211611V --~' IX I :. \ �� \ I, i PROPOSED _ I latip
<br /> s 80.6 y o \ / IV '� 4 I f� \ 3� \ ' i. z' ':• t.Zt), TYPE R INLET, L=5' f-I 2"R TYP„ \` �, 1ov \\ \ 3 ,� `����� /�� r� ��._>r, yJp •� 25 L.F_18" CMPt )..- / \ GRATE-71.9\ � '1 4. I , \ � j �� ��' ������ °�.+� h \ INV.=69.0 `° _s' 40 l 1 \ I 0\ N �.�� � '�� *��ha�ilt ` h& 1 / \ SLOPE=2.0% i•� 1 �2 •
<br /> ofI - • •• a����� "` \ / �,�•` ds"^N * � \\�\\ \ ` • •, .� : , .. •. i. m O Di I Wit '�� ,�f1/,� 4 \ c eI �/ \ i • yQ LOT 6B INA PART OF LOT I BLOCK I OF CENTENNIAL VALLEYokF 7 s .09...\\ks` (y. AS . OA ►� 1 PARCEL H, FIRST FILING, A SUBDIVISION IN A PART OF THE '' m
<br /> �`��` �' �,\,\. 7-'1 �� '� �- �.J �'� �. {`` _ �.-111 ' ' r SWI 4 OF SECTION 18, TIS, R69W, OF THE 6TH P.M., CITY OF z K Z
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<br /> kr t I I `' eJ. Nt( - � ,�.�rab/ \ e 1' / (72 ' I �", It / - s�, 1.5" LOUISVILLE, BOULDER COUNTY, COLORADO, CONTAINNING 1.93 ACRES. _ z
<br /> ft / 12" 611 m D
<br /> PI CO
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<br /> I444' CF S li
<br /> r \ xi- tll pi
<br /> `� ITl
<br /> r � � k �' 1 '�1%. N \ \ \ / / I-1/2"R (TYP)
<br /> pc „ ,+•itt $,o �.� • v / / �4 6'� "" - BENCH MARK1 m
<br /> (1 's..gym.. •������� ''\- -,%„: + �.'�s�, -----......,z,,,_V•"';.� `'"�'1 I \ ` / /� � .._° / ,8 1 D
<br /> l X78 \� 0),N �� / L,/ ,, AN ALUMINUM CAP AT THE S I/4 CORNER OF SECTION 18,
<br /> 17--A.,6.0
<br /> $•/ ,# / \ /��: TIS, R69W, 6TH PM, BOULDER GOUNTY, COLORADO
<br /> \ �' = / HOTEL O .
<br /> r c / x, c•
<br /> ' !; / ' / • �a` ELEVATION = 5440.91 (USGS DATUM)
<br /> �' ,L '� Y ,k� / �• /4 SITE
<br /> '� r �° ,. CATCH CUM
<br /> CROWN OF EX. DRIVE `7\ •'pf j \ / / . / l Nj
<br /> a AT PROPERTY LINE `''`- •-.. , , • •`L Y' `c¢ /: ��
<br /> �'� _ / SILT FENCE
<br /> -k v / / CURB AND GUTTER DETAIL ,)
<br /> 1
<br /> 0.5 \ "� " / NO SCALE 1
<br /> -� 1.8 0.22 py �� �/
<br /> \ B.i•" " . `ari
<br /> INSTALL
<br /> OD
<br /> OUTBACK RESTAURANT 0 .. I`-- _ ' HDC. RAMP
<br /> X 44 EX. fN� Z
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<br /> Cn PREPARED BY PREPARED FDR PROJECT W0 DESIGNED BY• REVISION INFO: DRAVANO INFD: DAN: JOB NO4 SkE�ET m D < 0
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<br /> _ ALL STAR INVESTMENTS; LLC T PLAZA BDM 2-25-99 CITY COMMENTS y m m
<br /> - -- Drexel el Barrel Co. €Ii�ttica3rsfSur�e3 ol-§ 6528 COLUMBINE COURT APR 22, 1999 E-5079 2
<br /> m-- _ mei BDM 4-2-9s ADD HANDICAP RAMP FINAL PUD DEVELOPMENT PLAN
<br /> °' T 4840 PEARL EAST CIRCLE, SUITE 114 BOULDER, COLORADO 80301 {303)442-4338 D W
<br /> " N1WOT, CO 80503 - ` H: �"=30' DItA1NN0 No» SHEETS
<br /> 6365 CORPORATE DRIVE COLORADO SPRINGS. COLORADO 80919 {719)260-0887 CONTACT: RANDY HAISFlELD 303-652-0722 CHECKED B D
<br /> UJ 5401 WEST 10Th STREET, SUITE 100A GREELEY, COLORADO 80634 {970)351-0645 LOUISVILLE, COLORADO BNW GRADING AND DRAINAGE PLAN w 5D 079 2
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