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<br /> PLANNED UNIT DEVELOPMENT - -
<br />, „ „ „, , /, , , --- �� / FOR
<br /> , , ,, .- / / S V O F NG NO . 5
<br />, , /1,11/ LOT 5A & 5B , CENTENNIAL ALLEY PARCEL ILL _.,/ ,,�' / y46 -
<br /> / ; /,i ,/ t A PART OF THE S 1 /2 OF SEC. 18, T 1 S, R 69 W OF THE 6th PM
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<br /> / CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO,/ � il
<br /> �" // / ; GRADING PLAN � I. . . .
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<br /> J CO ///�% / , 5468.4 . 5467.2 I FL=66.53{ I
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<br /> , \ / ♦s �' /' S 00'00'00" E
<br /> ,' w �� / �, / ,.'' S 89'54'43" E 300.05' / 10.59'v •
<br /> �� m 1 ��♦ LEGEND •
<br /> / /// 1/ w�t�,�� \ 68 66.7 67.5 /
<br /> CATCH 66.7 'xF , 67 EXISTING CONTOUR
<br /> i/ / O 'tI 67.7s. HP / CURB -
<br /> •
<br /> / .Z p /� 66.6
<br /> 66.
<br /> �,/ / / �' ��� 66.35
<br /> `"- 66.55 SPILL / ♦ HP ♦ • / PROPOSED CONTOUR K ,
<br /> , / , 1 ♦ CURB 67.5 / �� 68.0 SPILL ♦ / - ;
<br /> / / 66.5 67.3CURB 67
<br /> % /; / '// -�\ 67.4 67.5 1 67.85 ` 67 75 87,15 ♦ /I 67 PROPOSED OVERLOT CONTOUR (BY OTHERS) \
<br /> �� / 67.1SPILL {
<br /> ,� / '5468- 1 �� 67.9
<br /> / / /**11./°-
<br /> CATCH ♦ CURB { ' .67.00 EXISTING SPOT ELEVATION`\---,-r---• CURB 467.4 66.3 FL INT
<br /> /' 1e/e 67.0 ♦ L=...*8 67.0 PROPOSED SPOT ELEVATION�/ 1 A7 67.9ii•
<br /> .' ' ,w% CATCH URB ,C y' . 68.0 +' ,._
<br /> ' / 67.10 �/ ;/ ,,.•- � ` =39'14'28,
<br /> FF FINISHED FLOOR
<br /> •
<br /> / *(\i.
<br /> ENCLOSED
<br /> / s 67.3 tikr,....R66.0
<br /> - ,�il ACL4 A STORAGE - , / R-150.00
<br /> ' i \ STQRAGE _ • `\ ���� PCR CHORD 73' TOG TOP OF GRATE
<br /> ` •
<br /> ', O�^j `� ""�"- i _f- �`� I �• / :171 9'04'36" E TC TOP OF CURB •
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<br /> �,; I / ' , ' ♦ ` ` �` .74'
<br /> O HP HIGH POINT
<br /> / / ♦ #1 �� 68.4 i, / ////�� /
<br /> FL INT LP LOW POINT
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<br /> /442
<br /> �_ �'' /� 68.5 \\ ;ri/� ME MATCH EXISTING
<br /> // 4111 - ♦ t ' 4700 SF 67.85-- /� PILL ir:\_.
<br /> ♦ PCR POINT OF CURB RETURN
<br /> / �" / i , URBi i C,�<v� .7 , , HP FL=65.5/ ��0 fr / /\• --_�_ - 5466.5 / I� 4;6.6 66.6 �� CO CURB OPENING
<br /> '/ -V ' / - 67.45 . 66.55PGUTTER TRANSITION 5' MIN. UNLESS OTHERWISE NOTED
<br /> �/ ------'\.._
<br /> FL=65.40
<br /> i / % A=01'07'41" / �•AT/
<br /> ` APPLEBEE'5 �� 1. 4
<br /> J i \ / "'r iCATCH / 0 \ �\----
<br /> 1 ........
<br /> / /' R=860.00 65.4 4600 SF 54: 67.9 / CURB . /�
<br /> 1 ,i L=16.93' / / A\ / I I
<br /> / 65.25 '67.15 67.75 67.22 \� / 1p, SPILL I 1 N .
<br /> _ � / ,
<br /> 67.3 65.7 ► •'
<br /> � ` , 67.2 CUR:. / #4h4
<br /> � �♦\ moi
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<br /> 1 /�, 5466 _ Y66.Q 67.0 / ---� 67.15 67.9 ( t�` / c./ s -�CD \
<br /> 1 + \ 65.2 `'� /--- �// `\ LP `.L �� - o`er 65.6 '``
<br /> % ...... / -AR \ wird # _.....
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<br /> ,\ ��\ I ' 65.05 / \ / , \ ,
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<br /> 065.8 \ \ �\ 54. 4 ill'I d
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<br /> �...- � � � 68.75 ...� �d':67.:.� / CU" ��I �� ) '
<br /> 1I1, moi,- r 65.0 / SPiLI ~ \ �` �` 66.7 ,.•^ r ♦ ;._ CATCH I / .
<br /> \ \���'�'1',1/ D=94'21'00 / CURE �.` �,,,, r. 67.2 '1 r R=50.00' 64.85 / '� ♦� 66.7 67.85 CURB I,.
<br /> iL=82.34' ` �� v\ .3) \ • / TC\ ♦ 66.5 �/6745 ♦♦ A ��;41441
<br /> 66.8\ \ WAV67.2 r, ♦ CATCH ILL / � ss.4 /\ • \ 66.0 �° / CUB "2Ud � 0 CAT / /�\ \ 'ATC / �� CURB I ��'� N ••
<br /> � � ♦ CURB �/�� 66.9 66.35 / \ / I h`V� \ /i���/�i \I If \ 66.45 ( •• PILL / i4 1/2" 1 1/2" ,
<br /> `-- C• `_ `__ <. �\ ----54: - ' \ 66.1 ii 12 ..
<br /> �'N ♦ ` �/ •�, ,OG \ 66.4 / 66.7 LP 66.3• 66.15 ___ _��' I °
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<br /> \�� /'‘%••• ,;,!. 64.35 , � 66.25 r / t,� / ° to 1/2"/FT,
<br /> t, ATCH 66.1 66.05 �,�` / 'fv
<br /> _--- • ♦ ---,. , HP CURB A ----- ,\ •�'� 65.6 { CATCH 66.0 66.05 / 1"=20' ,° '°�
<br /> N \ l CURB 444�� 66.0 l_ / �• FL. !• '�
<br /> N .14U‘5. 5.„ ',..,,, 1404,,i41%, \ ltSZN,.........,,,. ) 00
<br /> w \ `� 65.3 +7 f� ------ i 11111111111111111
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<br /> • �s8 `\,'� `� 65. ,' • �. .' SPELL CURB AND GUTTER w/,' PAN
<br /> • 3jiff
<br /> \�\ `'r \ • O ♦♦'' %/ 65.7 j SPILL NOT TO SCALE '
<br /> CURB
<br /> CATCH
<br /> �� • ` H\ {♦ /� 65.7 CURB /
<br /> `\.\ ` '. %Nit 68.1 \` X546 // 65.65 �/
<br /> LP
<br /> I N� q CATCH
<br /> \\ • � CURB
<br /> \ HP
<br /> i \ 54:4.4 . ` \ \Q"STS 65.0 1 1/r
<br /> 64.9
<br /> \\ ` 0 I " 11//2.2":....0../2"R
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<br /> 1/2 R 4 1/2" 1'-0"
<br /> •
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<br /> \\\ •T` •''''.. 4/ 2.5' CO 64.1 JOINT SEALER
<br /> 11,
<br /> ��\ �` \ .� 64.5 " { " 1/2" EXPANSION
<br /> \ Op/ _ \ . ••�.. ' I �__ 4 1 JOINT FILLER
<br /> �� V /Q 67.5' \ `\ �irT �// _\ • 4 • 4 ,
<br /> �, O�O 5464. ' ` - - �'' `� FL . . j.
<br /> •
<br /> •
<br /> •
<br /> •• I ` �,� - TEMPORARY FES TO • 4 4
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<br /> ` •♦ 10.• I AREA INLECTE(BWIOTHERS) �_ 4
<br /> --,�-` f�5463 \ ♦ \ I TOG=63.8 (ASSUMED) • ` \�``�
<br /> ♦ I� SEWER EXISTING STORM �``lkor � 4\ \
<br /> A=04'49'36"
<br /> R=1053.50' \ -
<br /> ,,``\� L=88.75' �� - \
<br /> ,� 546 . CATCH CURB AND GUTTER W/1' PAN
<br /> • 5462.6 \ NOT TO SCALE
<br /> • 5462.7 \\, O '
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<br /> 5462"� CA • •
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<br /> PREPARED FOR: . :' PREPARED BY: -,,`�` �� CO if
<br /> ri Galloway, Romero & Associates ------ a*
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<br /> C��!nieU�g� Design Engineering Planning 0
<br /> !�,l!l Feb)�1J y ! 14202 East Evans Avenue LTi=
<br /> Aurora, Colorado 80014 , - , ZG C)
<br /> RCI WEST, INC Tel. (303) 745-7448 • Z (D i
<br /> 400 Interstate No. Parkway, Fax. (303) 745-7480 _ GJ
<br /> Suite 970 O
<br /> Atlanta, Ga 30339 DISK FILE: APBLOUSP.DWG -� to v '
<br /> (404) 951-0586
<br /> REVISED: SEPT. 23, 1994 SHEET OF 5 i,,;r,J
<br /> REVISED: OCT. 6, 1994 LOTS 5A & 5B, CENTENNIAL VALLEY PARCEL 0, FILING NO. 5 .
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